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2321 MAYPORT RD DOLLAR TREE (2) % I � � X -11 - - ,�" Ill IV '-�--_, �\ l -1 ,�, -,_ , - I � �, ,�, I P ,�-,�, ,�� I I I �......... , - � -- le , -"- � ___1_111 , ,_!`� - , --,,--- I � �",� 1 I I r','_,�� -,I�, f�'11' 41- .,—", , ""-.-- I __ � ___ I I L A I ,,<�,,,,'-:,�',, I----- I ,"I I"' , I 1'�?,l I ,_ I �... . DEMOLITION NOTES: �"_ - I . 11,1110 I �, I In 1 '' '�'l ri I I I I \ I I jt� I......11411,12, 1 ____ - I - l I, I I . ;..) � " OF 'VOMIEER 7 B, I �.� 1_1 ::�',, EDGI, 0 + I I , " it 1111111,11, 1." :, � . � - \ \4 I \ I lil l ,.' ,,�'.' 1_111 9/8/2014 v ", 11 I I e 11 I;, I I. I , 11 I \" � I Ill � ".e N E I il(6�lr 1_8 01,""ItR�!N G I 1111 �� Ill'i" , " ,," , : -+/,�,,� 1�1 I ,,t, ,, 111 --,-, I D," 1. THOMAS ENGINEERING GROUP, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. ,f, I'll", I 0 \ 111111 �,`�::",,,�',;.j , - , 1 1�b I 1, ('-`Jill,�N11 , , . , I I F,F. EL,� 11�1' I CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL t li 0 I 6 , , 11 \ I I I � t�i_',',,4,. 1 1 l-^,;��_,' I-11 I,/ I , Y , l. ,�, .,j I "I A I I f I I . 11 \1 ��§N l\-_-`, I 11 '1'1�1�Il �,!: 11b, , . � 11 THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. I I . � le I 11 I " TOP OF KN 1, I I,I,1 I I \I I I I�,-�,�',';Ii::1'1-1 I I g�5� '�_ � '11�p --I-- , I lb� I ,-, I lf I .- I -, ,',',a A N K �61_1 �......- Iny I.-:1 it I _'.�l I _. , __ � . I I I \4 , " I . t, 11 " i I u�:.", I I' . � ___ '\ _,_ , 1 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND I I �\\l\l\ I " ,I ill ,�� _ If], e\9 11��', .. 1, � l" _____ - _111211,1111 - — I -I,,--,-- - i I ,1. I !!,�,� Nict'l, -OF-WAy __11 ___ IP 1;:I,��, I I , I l I " I 11, - 111�1 ,1�11' 1-1-1-- - � I VT E :. - �, I ,'��,,,,.l I I " I "", " I I I SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS ANY D SCREPANC ES OR , ,..I W I / - ...� - I _ I " . I I I , \ I , EASEMENT PER OFFICIAL I-4�1_\ _�_ ___ I l�___111 I _ 1,-11,_- F . - 4v�, , �� _l, l," I �:�':',l I \�., I 1::,.",�:"�� I I 1 -, I — 1 ,6% " 11 I�.,,.�,.'�.-.'., J�ECORGS COOK 5810, PAGE 2256 0 1 1 \p I I'll , DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO THOMAS ENGINEERING IN WRITING FOR _ 11 ".., . , I � - 1 6v,---,, .% \ \�, "I I ,300.00'(D) 1\ \' I I " : I � Ill j, .".,_� —L ,,k,, '\�\� ") Ql�t� 1,1— I I , I I I",:.".-,,,,� I �,� `1 , � � _1171�11zl� 01�1'_ " -IN "I , I I ,�, , __,_,___,____ .111- --i —I .1 .�,_.; , I - I I 1::1,-1;1:"1 I L !_ ..�....._11111 1 z__4_� , 't ;. � � � , �, " 6 III -�.:_ I I 11 �� ? r—'% e- 1 e V / __,_____'__ I ll... .,:,��'_ �,�.:��. �, , � - "1:�:":,:\1111 -f I te�', � �" ,,,,,� �AI,1188'1 7'50"E(D) 2-s"c"u,"ia"', ) _-1111111111-____ ___ RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. �,.,f . � I // JI cl� 13�_,(S '10�1 � ` - ..,�'. I..I ." I I i . I '10 ,- 1-1 7" - I /��\ 'I T I � � �!�,>�� 111- �-11-----,",------,-,--�,--",-�- - - __......-------- .... .....I I � '5� "� 1.� ,e '.. It -, N�111 I I L�""" '. ,\ I, '5 E(Ct) ��,',,,'' __ ". . I i)il , 11,._'.11. I I ', . . I . - 1� ,��,L_____,_[�",.., - , . ��, , , � 1�1_ - --t`t--- ,�', I � � 1 1` "". I 11 I -, N8819 . .....__ - `,'� I _�et ,I,� ` I ,\�t') .1-1: \11 __ _ , ___ ", n , - (" 1�,�,��? - " . i\ II 1.�'N`�I I !I�--%"! I 11 / I "'; -_ ,� , -,:. �.`,!, :" , 'I,". ,I lL'." 1, I ,,, 11 I �:,.-...:.:,.. I 4 ....� I ( � I l,,�;"::::�'. ,,:,;,,�, N� ,, '" '. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: i�.:.,.ii , , ,3 ... I 4t, ".,�,; - I I � "I ......,,� �� 11., A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY ,, k -\ ....... M l- z -1... ." . I'll"',�,��", 11 -11-1111,, / _r, _�, ,, ". 1�1\11,. :" �,:..-,-, !��, 20 10 5 0 20 """iv! �, 7 .,. . 1 . ,, - 1� �t�...:-.;.- I - EXISTING WATE �, " ,� .,��,�:,'."..'."�,"...",.'.� 'N. I EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. I JJ,--_-,,_ ,, , I -11%, IJ \\ I N, 1 9 , " .. " _ __ I 11 1�,111;'�', �sl ., "�i `[_B--'t ......---,-----,--,--"--'--"'--"-- ,- _ —,—"-- ___ , I I , I �', _/..... JlJl " " �: I ,\ - - - \ - �.-�: \ S � \ I I,..:,..:::�,* I I .1 ii I I"Q,"'] _--t,"i............. \ 1111 � / F R METERS . I ,`��' _...... , '.I t, I - <b EXISTING CONCRETE _1�1 . ��', . � -,'.:..% �� __ ..N , I, I ,- TO REMA -- ,� 'L'IL i iIIIIIIIIIIIIIIIIIi i 4� , SAWCUT CONCRETE I � �` -I'll_� - 0.00'(FDOTI 11 ii `IMM I ,11�� - , , 1 1,. - 0 I I -- �OP 11 IN I � �I�',!�,,,,!", � ,_l�� I', I ,, I ,�,,, PADS TO BE REMOVED CONCRETE ............�- __111_=__ ,�I ,��1::, , IDEWALK AT NEAREST 11---------- p B. EN'SURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR . - I ,,�-i j�:,�:] , r-_ 11 �9 I 1�1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII---JOEL— I It, - - - ___ , I I A �0. I 1, j FEN E I '��' 4e I- 1�1 z JOINT i ., ,, a il -1............� , <, IT C II I l �, =20' REVIEW. - 1_n5,li 6� '.�:,"J', , ,� - EXISTING LIGHT POLE 0 "I -il--------_— X — 1," ___ , 1 11 f�ll �� TOP EL: 11.47' I'll, " ,;� ,\� ,:Y Il, r� .�- N?11 :I t**�� ill -------- 0 BE REMOVED) ,�> + 11 +1 C. INS'TALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE I �, I �?' TO BE REMOVED � `�," 11", ,� ", Nv,�"'J, 1, ,I� ......... I, 111e, �, 1�1 ' _e ii �,':,��,��:,l _01 SW. INV. EL.: 8.27' "i"'I t " .i I , �, , ,�� "I ,��, W �-� ,�, p ��, I - I.-, I 11 I ��*i, I I�**..:*-,:--.*,_'..,* I\ � I 'Y' - " ') I DISTURBANCE I 1'." ,.::" .1 I , -,--q ----.- .... \�� , ,\, , �, Li,��- -----— =;__7� . E. INV. EL.: 6.82' III., 11 ----1 EXISTING INLET � D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, I ------ T�-, - I / I - - ,_ "", - A ____ / - / / ,,,, . . .7 � i"" == , ,::� <�,, I I --.-,-,.*:,---*.4- IJ __7 -e',7 -,�, ,' � / , , . , I , ", -i. ___ -71;--7 ,;=�/ 111�_' 11:�, , , I .. L ��, 1. It - , , := 1, I -L-F:;:= ,�= 777 / / 7 . . - LEGEND. Il,','-',�':i I I I . I " 1, , ,� - 1� I / , // , v ;! !. ., , ,,'7 ,F:�= , / I / ,/, I / I ='J " .10 "71 �, __ - __ ___ - - __ , \,�,/ " " I� ,,�/ A e / � _11111111-1-1-1.11--__ -TO BE REMOVED......... - ___ , ___ - - �...... ...... - SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF ..\ I/"- I- "-// �� ,,, ".1 1. � ._��-�b,:-:- SAWCUT CONCRETE ,. �,-/g I" , ____1111. ""' . 1. `,, "',�,�� 1 1 ,� ,I I �'.k-.*,.--,:,. , I".. b I I�Tl"I ,�) I ", � I \ X�/, /// I ,v� , , 4 1 24' VIDFIE � , - , / , I I I ,Y,\,�,,, '. ,I I.:.*:, :--,:41 , - I .:..'". �- - t .':, V, /1,', I / _�,,,,�......z"', 1, , , .1-11, .A- , lb NT FO- ",UBJACENT - . N,1111,N I I \ PROPERTY LINE DISTURBANCE. .'. _ 1, ..., "I',�' .: ::-%,.,��'-- / I /1, /I �, TYP * * I // "' // -,,-,- _,,,e:_/_'/ 1 7' EASEME 0-Io I I 1p �\ ;�11'?Ii,: � ALONG BACK OF ", ' q �_ ,�/ ul,CURB, / - -1, 11 i I I "I 11-, .'. J.__:� // / 1,\,/ 1, / / // ,/ , e � " - / , , .1 -;�': 11t,- V/ _11111-111---, -1111, "I'll _____,____,_APp,ROAkU 'E_6M, .........— - __ ____ ,[ ,�e IN 1 //I." 11 / '(7p ,7 Z -/- --/- /I : -. , 7,' R \ I � I STORM s0PER E. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED -,,:'�]L- VALLEY GUTTER .�-- "'"I'...., -*-"I , / / / , '/ EXISTING CONCRETE *� I SUPPORT PER OI...FlOIAL ��,, , U�,�',' 1" I ..",-": ... ....�'..1 , 4 l, I I/_ S�r-(TO BE REMOVED -- ,� "I 61y , -"- I- �� -_ 11 I \1.... INDICATES POSSIBLE � . , �, I 0 1. ... � . 1. .I I Ill I I -;A-�. -CORDIS _�_,r'A..... ,-----------, - � DURING ALL DEMOLITION ACTIVITIES. - � I . . 1. ,.� ..., -/ y 'I TO BE REMOVED / / ' �/// PAD AND BOLLARDS / __,_---7.—,. 111�11 t ,,,,,�-,I,� VAL!,EY f� I . I 1 Ri BOOK 6-,L,�!:, `,'G,,\1'_, _11l16, _ -_ __ 1__11_1_11_____ - . , , , I 11 � "�z //, / -11 _ --l-L, - -_ e- *, I DRAINAGE EASEMENT . 1� I l EXISTING BOLLARD " I I'll- I,-......00 , , I , I x,.u.,-:. :" .,- : I I / "-fil /I I / "'A' / - � 139.8' ll I------"- ___......... I , .. * ',,,��:�jli I ,, CURB � ___j ",x"I", I / ) ,� // - /_,,,'� "I'll - .- A; - —�-____ ______'___ EXISTING SANITARY SEWER LINE I I ,EY GUTTER " , /1 ,� / /. // / ,; �:, 4"l, , , , , / / / / TO BE REMO - " � � I I ///z1_1 _ _ I _;/ _/, (5 I I . , / , VED' F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE I �: � [CAL) I �-....---- i:--;-.-�--,-/,�� , � I /_ _7 / 1/ -1 1; .:, I - " ;_ / 0�1 :, �1. " -`.'- ,�A,; __ -11 _- , , -;%,; I EXISTING 7 L F 24"HDP - FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT.THE CONTRACTOR " , d -1 11 _..I_, ', / I - ...� S�; - - -- - - - -- - EXISTING STORM SEWER LINE S �� . , "I, I [ ( . , ...'. __e�/-ef: /.......e-"'-"7""'f�/" / ........7 ' I , / ///// / ,/"J� , 2.7' 1 — . I'll - t I' `,'" V-11 11 Tr Iq Z71 / , / L + -I,-- - - - - - - -1 I .."'., . " " _ -1.11", . � *.- . .... .. / � / � Z "I, / / / -,U . * TO BE REMOV , ., - "I __ , . .. ,� I " , ,,,,,,, , / EXISTING CONCR I . ";. � "I 1� t') HALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN '.....- " �E z V/ -, ' ,� ",I I . ".II , . i � .. . , ' "R I I I I.,I J- I -I -:�',\ - "', ,,,, /- , , /" ,/ ' . It I I - � i , " , " � I�:, ' :" 'I EXISTING CONCRETE J I tr .X! /',,,,,,,"/, ", , `'" � 2TE '//`:6� ,�� !l I " / / 7 ,,o,4f',:1I - -,�, - //�� , I 11 , " I � ,�,, . 11v ", � - I 15 /_ 7 e / ' " e ij 2\? I - .. �,5 , 3",ke, , -, ' I / " I iolol . . I - . , eE ' , / �1/ — TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. �. DRIVEWAY ENTRANCE 11 /�/I///,LTT I// "' � � z MI 'C�1�,MCV/ //I /' / /",, ,I,/,/ I ASPk��, �/ / <�'), ,�,,, <�, , RAMP TO BE REMOVED I / il-. I � I � -�:�-j 11 ,I X I I/ " 1�1 , � � ?" 11 / I ogs�;� I 11 I _,� G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK" HOURS OR ON WEEKENDS AS .1� :�� _,,,;,-",// / ...11, " / ll 11, I I- . .- .1,-o �.. at � 'X I * i - 11 I TO BE ,I,.-I-, - �... " .- I! , �,�"I I I ,. REMOVED I I I ..:, I,,k,,d''-NT pv e � EXISTING WATER MAIN ,, � _ , - -'-.--v..", * .: VF "V - ,; OS , I - , ., 1Y,"I 0 pa, �i ,p/ ,, (TO BE REMOVED),t, / / ,�, _� , 'il 1 � r ,,,X;,� , ,/ 1 / - " � -'�" I // / / I.M. " - -V N, '11� I . , , 1. I / ,,!?,. `1, � " I I / I, �S�-N43 1, . �� -- . , I 111 ,-,,z......I.- -ALZ -, / / /;� / / / I � y--,.,P. F G'n �: I + _QY____1__jrl?11_ EXISTING OVERHEAD UTILITY LINE �`, I �4 i . -. - ,,,� I /' " 11 .'111 .A1 �__-' -:-,-.-',---.. .. "...-., Rr �� , I ,,�e -X, I , �I.'. �,' " I /' / "?, " ,::" I'll�' .. I I" , ift - -, . - ", 7 ,1 � I I/,/1"/ ,/ � / 1, / // I I " \ , . � I I I.... .: ,-,..-*--;,j.:,:,.%-1-. � / / , I , / I I I �_ I I , '� MAYVE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 11 11 * v , I// IJI, /�/ /1 I / " I ,/ I /11 " "I / / / , I / / I, 11 1-4 , -11 I " P"'I i�', � 'I � " " / -2 a "i 'I,01:��' I _ !�,_,�p _� �, "t , y V " ", / / ,,,,, ,,, / / / I "'. / / .;::;� 11� 'I I , , - 171 ......11 ... 11 ., / I / BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL , , / I ' ' * / -�-,�-: " *�. ;.. I, / / / /lq Al /......�',`,4,-,'v-",,,, , - / / I . 1 1,2- _-0--c�_ EXISTING UNDERGROUND CABLE LINE . 1. " , I I 1'.1k.:f�?"'C"e) �-,:`).-: * ,, "' / / " - -1 , " _ � 1, -�11 , ,��, � I I ,.;,-,a�.,.*1, ",1". � I I W /"�,,T I, , / , " ",/ / / I /I / I` ,,, / /I // III-Aj, . 030 '*�� I H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL �,�,.�`�\, :-1 ,� I" -i I I I I , / I , ,"',"Y..�.�4 i� EXISTING 107 L.F.10"PV(; - . ,e) / - I I / / ,,,,I " . . - : - --, /' I/ 11 , /, , STING CLEANOUTS I 11 1 I \4I I ..., . .. - y / ! ,/// / / , , � I i I I . TO BE REMOVED I 1. 11 _�,,�,��: I" �. , ,�, / . L" �, ,I , 'e"k I 11 R.I I EXISTING LIGHT POLE .11, , �0 'G� r, , �21 I I._< il/ , , �":�'�, I I". I I, J, 'I:...'.i V _� �,,, /-;,�, / lI /,J/" EXISTING BARRICADE,'/' , 11 / /// EXI V / ,/ I ,e I ". TO BE REMOVED �?;10' 139.4' 1 APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE , �,11 N$�,-;,_l l ,, ,, /,, , I " -.1- � I l 4 / / " , / I / -11-1-1-11- " . l� �V, .. .T4- "I , -k1/11 1�1/ /I Aa ' TO BE REMOVED / // TO BE REMO ED / / /' I /// ;,;'��..." .- .0 I � I �,.:,%"._,;�- I ,,-- --,�,�._ll "�, "', I , . �i4 ,W , " �� ,,, ,/ " //I " / , �.... � � ,&V- 11 �K) 1�'!]� f_1______r__1----11------- EXISTING UNDERGROUND ELECTRIC LINE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, , �, ell\, �,�\, , 1:1 I ,, , / .. + -_ �.,S-�- 1��\�:� \" ,,, � ,,�� I/ / I- 'a 16, 1 �< ,,:_,, __t - - � �, -1- // , ��-, ,1 Al �,� s,l� - 'If- - `\ - , STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, I",_1 1%-:',:�I _, I i..,'I, I \\W` -- I i-, - " - ;�W/ / "' A"1511 /I /, / I ,� I ... Q1, / / , 15�7. 6�� ""I I 16 I �/, // ,I/.�� , I I�.:'"-,�, � l ", I , I I �, \N ,)"I" / .*. , "'o I- "// ;,`�, " I "I 11� .1_0� \11 I ., . 11 I ZV I /1 / /��11,I . , / �& I , " .10, (,� ,,- 1f,1111 I "I" *I IN4�, I e I ��,��:,�/,'li 11 7� __Z_��L��" EXISTING STORM SEWER CATCH BASIN/MANHOLE , I -�,0 ,�', 'i / / -A . _11111,11 �,"P \ I ,��11 1! - A � / I , , It- ... '. �,,- W *"&��t - - �.�, �:,,�I " A"I ' I, " 'f/ �_-___ ,,�, t\,� ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S " - I ..*:... - I I - ` �- �� - ,)... / "I I ,,-_!�. , .� I I , ��,:",:�',' /, I , li , l/ ,//A . ,,1 . \ O� - I " I I � / G � "I, _ _., . e , 4, ,,,,, - �i I , / PENSER 11-t , X1,100 . I 11 e ) � " ",'III I I -,, '1�1-I - - - , Ilm"I (\ , - � "I... el '-` I � �,-'.lo.,11 N / I / "If ��,��/1 //77 .:*, / ,O - 0 EXISTING SPOT GRADE ENVI'RONMENTAL CONSULTANT. -, ,I , <� � - , - I k/ itl/ ,�, -, < I ,,/ :.'.� . TYPICAL) ,.%".,." I v 11 ,,',I, " � I 11� 11 �, - -1 " 7:5 Ii -, /I 'I. . / 1, " 1 0691-1- <\' I *� t, � - iz, , i 1 -71 , .1 / / .1 �? I, I I - Q " �,L,,5 I"" i 1� � , , I I ,i I I., , -. , � , � 11 l I,,, ': , 11.1.1 /4 /' ," I N 1/ / ,:.., �"' Mcivitb) - / -J. �,, � u:l '12"! �, -��,'__��,-,� I I 11111 ...� ,0 0 . I ;,,�, I , I � .. . ...1��-'\�)'- 11 ce' I- _t , 4: / / / / I _�" / "/ "'171-0/ ,,�, 'I .. . . .... , S 26" LIVEOAK 11" HOLLY 4. THE CONTRACTOR SHALL PROVIDE ALL THE"MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, 1. 11 11 I, " // , 1" " * Jc�* � � ,p , -" ,,�,, I I: �61, ,I , I , , I b 11 1. 1 N/ - ,,,0 U), ", S 11� I 11 l, I - I- SAWCUT CONCRET _t -It 4- it/ Ir I 111 . '. 11// / I I A 1 4 ,cj,,�-", (D * () ETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE � ,,, .,,, " ;4 � SIDEWALK AT NEAREST /, I "",I / " , I - - - :7.1-1---- ,�\. -�, � I.., it , ,-"-I 1// .1 / 11 If , / / I .1p;I I. " , , /�,� - ,==== I I � _ I ", I .. . / I /Ip / /" , - "`� I � 11 I �, Z Jill ,, ,�-,,c v I ,-,�, .1 , `- 11" " I I,r /;,,I � I" IT11.. /, -1 4, "' �.*:��t�� _; ,� EXISTING TREES TO REMAIN , , - , ' I S�� 1� � I i:_ "_';� INV. EL: 9.94' ; 0 \ E 11 / I -11, I �11� "", 1�"":�d ' ' g r�it/'�111' 1�1 I / =�= I I / - I , /I 11 = 7.5" CRAPE 1 O' PALM I � , " 1 ,2-.:.. y�/ / ,� _... .f/ . /,I/ I I REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE J,'_�' , It�":�,"""""'.1 I(at c -it, / /I � ,/ �'11\\ � \, " "'!,go , OINT' - "' "" ,,,�' -,,,,'0 11/ , ,/ I v - ,\, (L I 11 �.,_ I 1, , -�.�,- / , v '< "I I...t:,�,,��:,,�,, I _- , , , \,, ,//..... I, I / , - � .. 5"' / 11 , 10tv 11c TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW [ ii" I I �, ////I.,INK- \N\l / / ", /,/",� I- ,�J, . �\ "M 26" EXISTING TREES TO BE REMOVED � I j:,,,,,--. ll it � It lj I � �� _�,�,�II, / ,",/ I I 11 , - 11� /I /I I 11 ,��:� , I-'�zlj I e� , - , I I it' /I I . . " :,I / 7.5 � I I N . "I �,//I I� ,,�.�,? �v all .1111, ,;7- Ili- � �,�_ejj -, -, 11 , .. � / / / I ,,, / / - -EXISTING FLUME i 11 )ctw 1pv� III 1111 , , � I - .1 11 t�, �.,� ,I Ili � l_J,,,:_ N�11 , � � /1!1 / / ,,,,, /I:*j4:. " 1, I '\\ 11 ! _1�11�1 it 0 X tl_�" , - , b . .- � � `� / �, A - / / .....I./ X 5"/ / ,,,,,,,// ,/ / ,/ I, \ -��v l MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. .- , I , --i5 11/' ,I v /��,,,�v , TO BE REMOVED I � � ,,� vi'-� h I - -� I � z ,1 I I-:.,,�,�,,. I /, / *.. 1K / , " e I ,, / � " , .. , " � , / '1/ , / / I I I it l/ / , I , I I , , , �114'r ......- , " I , "I 11 I I, , 1, N, I I .11 . , " 6A��'� I' 11 I EXISTING CONCRETE ,'/ /I � . - I �F - � -� I c, I f',',:,! I .,r "',:�'�`.-�J I I I '., ��, . . 1_�, 1�1 I Z, I :,�,'.',�,,_ t , /- , .., 11 I I I / / , - / cl, [ ,", / /` / / EXISTING ASPHALT PAVEMENT TO BE REMOVED 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, I PAD / ...; ki ./ I �, I � /I N I I"" "'A '�,-,'Jj I '� ,, / I "', ,'/A T 4 ,k, ,�, / I I I [1�".1�' , / �l I�e 111 - 4,P I` ::� � � . I I I ., .I I ,��%, .11/ , TO BE REMOVED/, 0 BE REMOVED)/ --.-,I , / / / - I / I �' , 11 e, V , I A / It \ I I "�.�/ " z z I I DE .�', -IN"- I ., '� I I / / �k��,�(' / ;�% I/ I /I �11- � 1p, 4� 1 I " / �, ,VOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE I .',, , " / , - I l 0 BACK FL()W — LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL .� 11 ""!,z / '/ ,�, .. - . I EXISTING PAVEM:NT(� I I "p, - � ., " ,/ '..".�!,;,� / , , I "' "�'.I/, , 5 /11 I / , I � a I 1�"-\:] I """' I I Ill �,-11", ".- / I 1��I I /1//, ,-/' /il"', I I 111,1,-_;.1.,:I I 11 I 1, I , -±__,/ '4" , / V / / / /it MARKINGS � I : I //,�I � - � ". , .1 .1 I , - , .1 - . A 11 ENGINEER. , \ , - _ � ", , /I , ' I I ,�� I I)�, ... 4. . . ". . OVED I - , I ", ...... ".1 "',I'v, / / , 'I, . . . " ..... ell, 4,�, , `Z 11// ,,,, I'll, I � / ' I � . . . , I I I-.":�,�,.�. , 00. - I _,� ,f,N . . I I I l- � I I , " , 41, /// / / -FX3\1,�//EXISTING CONCRETE '11 I I � . I '-�]�,,�:*-i I CuRe l -`:� -, �� I I ,"� / I / I jt A ... I I I ��, eTI, �-, I I I., 1"I ,��: I �?\, lq', , "" ,I I, /11 �," PREVENTION DE I I"..,"-:,4 I 11 / � I ,;7 1'1/,"" t", "/ , //// / I TO BE REMOVED 0 I �k�'�F EXISTING CONCRETE TO BE REM - ,��,,�;��-JGI � _ I , , A '-' 11L " , I 1 4' �;- * . 'i � 1�,I , tL) I I. � , k-, ,�,,� q / 44.0' , K,;-�K �`:,1, ,,-,�,- I .. ,:�_-- " / I/ /,N-,,,- ' SIDEWALK AND PAVEMENT ,11 I if 6. E)TLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE I 1,��, :11 It , I r til", " / 1 , 11 . I �p ,�11 A111" I � 71'�7�/ //im 7�1 I I �1'1�_7 I 1�:1'1`14) I ,,'I I , i� � I-I", I i1i 11 / , /...�..,.. I/ § 11 , . . il I __S----S----5___ EXISTING SANITARY SEWER TO BE REMOVED Ill "... � I �l 1 1:��,::� /i /' TO 13E REMOVED " I , It'? � 1 I Ir/1 I , "y GgVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL IVIEASURES THAT ARE ,�".'_. ""'��11 'If EASU�L I R/!!,� I A, / I /11 ASSUMED PRE-DEVELOPMENT ��'�, /I I'll " / I:1'..,- I I ,X ;e' I I I I I l ,��',.,, " ,,, 1 I , I / / ,-- 0 ,/ / / / I \p I nl- TIME OF CONCENTRATION FLOW PATH i v"'tPhe"', I , I I OF AYPOR �t,,,:-� lill I -- .�,l " / /1, / l ie, , �� l, �.'I-,- ill . I REQUIRED BY THE FEDERAL, STATE,AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN -- - � " �:_,�)��, 11/�Il""' , / %. Nic ,�, I � I 14 I -,-1 I 11� I", \ �1 11 , , I 11)- 11- - " 1111, " " 1//, / ,X ,-,/ I/ / / " ,\ I I I ,ON , lk,,� ��% LENGTH=45OLF I I 0�-17 1--, —SF—SF— I' I I 11 :,` :, "/ �; , / I � � // EXISTING LIGHT POLE lc�- I *1 E�PLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC ll,�a...... �, I ..I � I A7 / / 11 C O NC R E T E ,�,,," IPER GEE & FDOT MAP . ;11...I�J, "'k.,,;11 r1i I" III, /, 1*1 I :p. ;-,V//� I / , � I PROPOSED SILT FENCE I (ST TE ROAD AIA) ......- 11 11 ', , )NE S 0 \ 11 I , :,- , . ." 'I � 1.-;.." `.' ..I 1.- l, . ,:,� �,, I , �. EL: 15.3'/ t / // , " ,- 11 (� T, 1< ... , I !"I � cm � , '�f I I �, /, -___ -� 11 Lb ,% m / t It TO BE REMOVED I AVG.SLOPE=0.66% '11� � ti -- ,I- (TYPICAL) VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. - E -� ` / ""i ,,,, / v / // /�, I I t,/ / , / - // / ,// "11 ", � .Z`�`V�`_- _y I " .. I , ie�)1, .1, I ,.�,\z 11," l I /I .I /11�..V" IN6T 12y� m I _11�\ .1�.'_A , ,__ .` 11 It" (TO BE RbmbVE1Dj I I -\b Itp --*4111D tv. PROPOSED TREE PROTECTION FENCE , .�.�:�., -1 / / % , I ,�4N'..:-.� I J, :", .. ""--1 I " / / , 11 , I t�"- _k_ . . - i � ,- " / / I / 11 I � _-, I I I" , ,�, � "I I I I , __ I r "' - // , , I / . , I 11`�*,.`��'.,.,':.'! 11 I I :1 , I: , "I'll-,\ -zc I I ,- I I I DRAINAGE X,"� - I -5�i �( i I I I 1 / ) 01"p/11 I I I 13 / I " - / - // / AREA � I I � \,�� / ,��, 4� _,�,.., (SEE DETAIL THIS SHEEF) :1 k,,,�� I I . , , " - / z (TO BE FILLED I 0 il'-"'�111�, � 11'/I ,,,,, , // I, ," r / J,I,_,;*. � Ir ,/11 � � �_l,�� 7. CqNTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN I i::,.,:,:�:: 1[ I .. "I 11 ll I 11��1'11�� I ,<" ", I /'//, 1,4, � i IN I \11_� It , �:i I "<�) I 11 , Al -% I I,":l , UVE:u) I" -4.0 W-�,y �, / : I , ,I , � " / I ". .l ,�b A'T", I�,- I it 11 11, , / JJV 55;51 1 (TO BE REM I / 1 4 z ___j %� kS0`1HALTI / /11"�, I 0 CqNFORMANCE WITH: THE"MANUAL ON UNIFORM TRAFFIC CONTROL,"AS WELL AS FEDERAL, STATE,AND �- 1, I I il._1 I, , I, 1�IJ I / I tK 11" I (I U bl:111:11111 ' PERGEOTECH) . b 11 - 1-(I t,,/ , I , " / ,�v/ OVED),// / J1 I !j"N'�".."', I 1��, 1,[�:..-�,,`�i:... �, .... " W- �, / / " ,- - /11 I LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF f1r, I�, I � \, --l"'11 ... . . _,��, �v �7, I e, 'I li � .� , )�qrl It 11,17 OP' ," ��,_,� �_"I", ,ul) �,i"."-,,,"11��, /1,:*[�, -, " /// z I li,, 10 11� I < � � � I 1,,,;��?.-. <bl I '"'.1 --=...-Al ,.I I I I / I " , I. , / ;-- .. Z // A I "ej � -WAY. ." - . ....... -,"�'Itil—_ ,�)>" - ': I./ I I/ / I, 511 1"', - I N 77C.BJEA(,',71 All � , "It / / ,, .,�,.-%j / /' /�t, / r � , IMNi -,,,,,,--,,-=......:.........-,,,,,,,7--Z'7, -7 - - -11- , I . i, a / I I, BANK I RE#1,,,5,,0398 007,17 , _ I '/11 ,'/ /I I , , __ _,_ I_- -,,,. .- - _'�_ ", / I 1--r, - -, I ,`.---fl " I,'_'17:11- I, �,__ If — r.., /11 '. I .��,�, _ TOP OF I ij I ..... ,I.-,11 I f, R "I"l`.::-_jj 1 ,/"T/ - I I // a ,...." ". .,..I I / / / /" I/ 11�� I I . , 1 I / I '^ "' , 1, It INLET e I I - ,tii'r-/-/-T--. , , ,/ _.*1....i / I 1,1141:, / I/ Ic, - I 11 ��, 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, ,,,,, :,, I ' ' , .. 11 ,\, / "', . ., I / / / 11 I , I ' 'I , _J j , " I I / �,"1:- .'..-.--_ I " , 1, ,A ,-�I TOP EL,�'14,39' ' &STING 20"OAK'/ / , I ll I - I --% 11 11 I -'T I' . 11 ,,,-,,,� -' I I / / 'A .,", -,I I ..-.-&-- / / - / , I I �, I� --I STREETS, SIDEWALKS, WALKWAYS,AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE ",x 1 N LE / I/ 1i Ili ,2'_ .. �-,!--,�,'-,, ,,, ,�_*� ......TO REMAIN I . RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. ".. � ." �,,,\ I j - 4'�` 7 IROAT El....: 13.60' - :,�,� , " /1!�.-�1�/,/ X, I 1) ." ', 1.'�,� ,,, , / 'XI " 11�p_ , I!',,,,,-� , 'T,I TOP EL. 14�3i: ` - 11, 1 I/ I I/" t / �P_ ." I � "I, t, e; , 11.1 I . / 11 I n ,�,�� 11 N1� & S. !NV. EL_� - /11 % I . ' -.'�` /(00 NOT DISTURB)' / ."k,1, / " / I I I I _T, T, " I I",-_�,,�\ I I IFIROAT El%_� I i�,45�,2 , 1�' , , '_ � I I / y, . I / I /// -EXISTING CLEANOUT" 11 i . . I It 1,101 � ) W I NAM"'i'i4i 2B LE ��t , , , ,1* , 4\,J� N A��,, ,I eI I I I I ` � III y/li, / iq-/' / 1, I " -4, 1 - , -3 b/ t� � , L NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE � " " Rft EL� 939' - , I , 11 .. ,� - .. //, ..r.: , /:// I 11 - ,� 11\�� .�,)�' ,,, 1�11'�" I 11 I 'I.;q__ TO 13E REMOVED /"I �' 9. %� , .. C,�Ii / a_. , - ..'..I:- I 11 k. I! �5 , /I/ ... �/ ,l,� I,,, I- I \, � I , � . It 'r / "I �,,j` , . . �1 , I.:,,�`ij I I � '1� �P I , /A OP * .,,.,, ", // .�, : � - [,�', � �t 11, 'l!. I / , i I I I .. ,\ - ITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. , ,, - .*I / I I, / / T �W ,�,�.�,,� 11�1 \ I "- I'll; ", , � �1'1/ IV "O , / I / / /Il I T11"11 "" I �.,',A I - I I I / /11 '. 'I�- I, I I , , 1/1�1 -1 : ., , 11 Y I / -, -" .�.. - / ,,,,, I/ 1, I, ,,, ,,� 11 11�` ,-� 0 .I I , , I /---' _1_1 ING CONCRETE I �\ ,�, I'Ofv ',,,I,, \ ,,�, . l �,,_ All, , I .k CkA,", ell, :",',_'-,AL_,__, I l\�,; I ,I , / '.... , / '....';-.4 , / I 1-1 I// — , -F, I � I,\,�,I�.-�--'11 NIT I - TYPE ,\N\ / .. - / L I "I I I\N I 1,1, J, , , - _ 'SIDEWALK AND PAVEMENT" / .. / Al , ! . . .I , 1 1 TYPICAL) / /I:".... 7/ ` ., / ...... / ,// /I " �S� 'I', " ."i r 1"?":.":�'11 I ( � , '. ,t�// 116" �10 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN I � ,6, 1, vl ,- -t ',',�l , / x �/ , -,, i '.. ,ze I � 11 I I .It t TO BE REMOVED/ I / I ,,,, // ,"' , / // "11 N1?1 _� SUBJECTPARCEL U "i i _ I 11�/ .; / ,I ....-. i I-",� �_, I ,,, I ,\\ I .,...:."1 I / I // /// , IV'. --:;,I�=��"_�",_\ � � C,-' ACCORDANCE WITH FEDERAL, STATE,AND/OR LOCALSTANDARDS. AFTER THE DEMOLITION IS COMPLETE, i ,,,,, ,�� - 17.. ,'� 1::-�--1 - - I , ,e�"", / " , / I "Illo" , / z — ---, ir t I f,,"-i,_ -,,� � � , /I �"_:,` . ! I(O C " -- ."", N - , 11' /I / " ,, - .. ,:,:J�\' I / 11 �; I 1. , ,3,�- ...':,:1 I ,/// "",,/ I I.1, ,, , ,, � /Y " ","v, , . +;, `�� - I ,�,, '-l".11 i . _11-11:- _J�=------ , -1,1 . _,��li � 11 I I 11-:! ., / , , , , I �,, , 5 ,�'T..�. , � "! I � 11 I I _ � I i i I , ", 1: ___1 � / ,,� ...... / . . . . I / /,j,7 .* PARTOFLOT7SECTION8, TOWNSH P ,'d I 1,��11�%, .. . �/ T 1,� I I . J<- �!" 'llil'i", / .'.1'4'.. . . I I , �� I / ......� If 11 ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE _'`�' SAWCUT CONCRETE-A 11 A� lik;l I, / L/ , , / / / , c� . � . 11 -%,-,Jk,\I � T I ,f -11 - I --- / Ny/ '. -1:"�_ . 1, /I I _____--A--�1-_7 // I , 11 �_11 , " " _� -, 'SIDEWALK AT NEAREST " / / " - ,/ , -7// "", / / , , -�16<1,\, _Tl ,, DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO L ,,I,, 11 _- -�'-/I/"11 -// , , / I el / / ,,,,Z'�t/ ////,,/,��/ �1. ___ ''.� I-L""'l- )fe ,\, � 7 / I/ \1� , ' 2S.,RANGE 29E. �,:� - , , �?,. ** � _===� � � I I, / / / I it `� . - � I " ", � /", 1, ,., �/ ,, / ,, ,,,,�, "', I I / , ] �Nt,,- ,�3� XISTING FLUME I � - . I ef eee�llll/ / X ,�� - 11 =t _ , �F .,�*., . / "117 , I" I 11 I " ,, I� I I " I,/ , / / �, , - " "' ,"��; E ,I � . I �,I I " ', I " " " / / �� / I / -, - � ,�'- I.,I 1l, t ,�' / ,.e I ," / I /-1- / ,,, " . 1. I- THEIR "PRE�-DEMOLITION"CONDITION. � " , / / ; I I , ,, -1 1, I 11 k, ".., I "I , r I,�,' " " � / � I ," ^ / TO BE RE . 411 , � . i � I-. �1, I I I / // . I "" , / III ,\, 's � !%:",, , I I 1W t I"" 7/, Ir I / / / 1, " / , -- " I I ,,,�%I,- � i , , zrl.t. N__ 9 J,T / " I / I /. , . ..._. /,(� / // I , / -,,, / I I , " / / / I � : , ,�Ix,,fb I .-.,. '.... ,�, , , /_vw /. _, , , / , " � '� � �1� If I ,�'.� I .1 I �0 I 41 I� 4,111) , /I �:",,,�--,z ,6,-17 I / "', "", , / e " " I I v ,V ", 1 1. �.'ICONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH � le,� . ill- ".I.;........ - ..�,. / , "', /, , /I / , I - / "A X III-111. - _., . / , ,/ / I I \ �,;& N i 11 o�- I ,I' �, ;�. 11�,.".T7 - , . I r 1, I _... , -, "A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. ,',�:" Y' - , i p I 1-�, �_ , , '.It Ill 1.1*1_.. - '. " - 111 ....... ", " I ", " ", � N) - '-�'- , "* :4 .: *.:i._�11 ` " " . I I I /� I / ,I t -p, � ��h;,,, -, -, "e I' ll / I/ , :. '. " , , ,� , I r.,i-I , ,", I 'k; r , N "I , �, , ...I * -'.-.- - :"?i-.:",: / I ,,,' / / ASPHALI , , / / " , / '10' DRAINAGE EASDMENT ,�j,!,', I I I I !: I / / " ,,,I P 11 I . ,��':,H t , , i r-.`��">" I .("'.. * ;.�.�._.,. / / / " ,J2; -DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE Nl . "i .0 . � , I ill /` ,,, /, " ,, , .:, ,,I'.-�r. , . �- �` ,/ I , , . . �""",, I' l I I -.,* .:9 ,."� .'. / ,I �/ I I I / I// 't, , "', , , ill / / .(TO BE REMOVED)/. , 11 Ek� OFFICIAL RECORDS -.,It , , '. _ l"'. " 11 I :.- ,�s _ / / /. I / � ,/ f �, , / / / / / , I "'.'' I 1 4.11,�,_-....,I � , � , / '� .:'- �t, . . - .. , I_ I I - .,_ , ,�. t � '. , , , " , I t11 � .1p, "m I I -, - ...� -.:, .** / , " "/ I ,/ / , /,,-, / � � , I 'i/"�, , , - -.N " - . I / ,,, / I // ", ,/ ,. / " , / /' , I � " :ii;-. 11 "e�",I "I / - ,.0 �- ..., .*. . I I ,-,-- , I 11 ,�-,y , I , .11 . .# I- � I . . - , / � , I I : -�-`-;:,"` 19, 0 , 1 ,�, � �._1111.-Ir--Z�,,, I I , " 't ",- I I i - . --"I , , , "I ,,,- �-'-,, ""', .- ' ' " , ", "/ I / )1I _�� ", � I I ��:,:�:11 !,,11 ...� "I // , j / "//," / , , //, I , .11 I MOVED CONTAINS 81,OOO SQUARE FEE I I I .,; I 11 I I l"',�.:-:1'.] JOINT 'e k, , r I` , W X Y / / `/ T// �?� / / " / / � ,. ,�J,:�5,I I ,:�- -.I- - z I ,y/ !/",,"'/, , / � �, �, I , I \ ,�l ,�) (I.860 ACRES),MORE OR LESS - I' t I , I I 'I I ,11,�Le ,J/ , ,�, / / �,,/-,,- : - :---,��-:�:-��_ / I � , �� I , � , -ij, l , "" , " � , 11 14 " ,t��"/ A ,�,,, /, ill - � I - - , / " ..j..'... . - - I �1. ,/ ," ��' " , . --i". r.�'.. - , --4:.: :... // I', 1_..1.'.,1�, 1-11 , '% "" , " ,/ 1 I � 11 I 1, ,11 1 .. . _ I ,,, /)v, , - '' _/ " , & BOOK 6414, PAGE 2,2�,3 'THIS . .'e" - -j- "I, � F..k..1'. -" ,. - ,. . ..":. - 'y 11'Iff---' , I - 1,-1�� I 1;:., - / , SAWCUT PAVEMENT . .. I, - .*1 ... ,V...1 / / / 11 ,* "" 1�11 ��,,�(" i � , I- 11 I � I - , f.� \.,.*' -,, "*:jjr.'- " ,,'� I-. ,,i:*, - - - . � 11" , d .� -1-14 I ";\ .1,i - - , .. I � I " -.,.',:,; .1,I I..1.1.L'_t .e :�-'r-,*�,-.J: ,. � �, -�! I - f... / I ,,�,��, I r I I I .. I/ ) rt� 4 I% . : /,/", ,;� - I'll �" - * " /, / ,11. * ., / , I ," / 4>/ /I" / �,z �_�k-T_77—EXISTING CONCRETE I I I I . . . / 11 11 / , IREMOVED.��IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO . )A b, I � 1-'.-1.--.:`,.,;."�.' ..";�.: .. ...,//, //� 11 1, I _-_1 L �1� :-... " >A-1-1...,,_ I .. I.. I.-�l -.'.-�`: , 1� C, I� I `1, 1�1 I , ... ...�::., "I 1-."..."��"l'..,.,.-."......:, . .,...,- I // / 111,f" /' / -, I ,0 . . % I" H I li . / AT CONCRETE ENTRANCE I 4`1'...': - - _**:. p.:,,N,1%l/ 'I II I , I -\ " 11 I- - ,--- -- - .. �N j .f- -;.-",- , * ..... . / , / / "!p I I"' I j B��[Q CCdkbANCE WITH STATE, FEDERAL, LOCAL,AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR , ", - .� . ,.,. _.....�, . . 1� ,*. .. I _ j ... -. '21 -- 'i-' r � - ,* -, / , , / N, PAD TO BE REMOVED 11 , _, I li,X',N., � � - , ... ,":.:_,� / , I , , " ,, , lr� 1, , � 1;�--` / , , (4)EXISTING 10,000 GAL UNDERGROUND I SANITAIRY DEMOLITION I' , I ; - ,��":'....', // I \ I I ,, I 11 1111�"I"I I rp, "Y' 1�5 - 't AND REMOVE I ..:...-*.-'., .",�-:-t -, ..... I%.,;,.'..,. � 1. 1. .1 , / 1, . I. % I I � 1. . 1�t .J.,�, , . � .-�1, .7... � . I I .. ... ! -. �'.. j / "" / ,SHALFbE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE �-,. .. 1, 1" '1111 -, -.:!, " A* STORAGE TANKS TO BE REM( - I A EXISTING CONCRETE-T,j_--..z,.,,..,-, ,,, - IIA 66 11 . _ . A te��, I 1, Ilu ._ I 43, / // I 1� , -'. "', " / / �' I : 1 I I ,,,,, " ,,, 1, ;::— .1, -�-: .-j---,-o----j / , I — -—JI I - / 1XI IM ", / I I, . � ,.�,� / I " I " --n DRIVEWAY ENTRANCE ( - - - I ,,, / - , , . I. - - ). - ` "-* - ... / W1 01HERSP I , , / / /1, l I . ,� � TE.- '... ...43�0.I I—% ..* fi�/-/�-1,/,/ //, , " -j.-:--�'_'s-,.1, ... L �11 -i 11 I(OWNER TO PROVIDE FIDEP ,�_ " , , I I�ll � .1 " . , - - / "I / / ", , / I I I (TO BE REMOVED) -_ , t , I �111 ,....-.,I-,�'1:.* / �:,-..*f,1',.T,`.. , ',�__" ,1:n:.' 1E"*D"'CURQ'_' " I - . .// t . ..." .t-1. , CLOSURE LETTER) 13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) I I . __1 - .,.. .. ,,, Al EXIS I ING BARRICADE I ,; �;!"',. -, � . //I P1, I .�� . ..l, . ../ I - .�. _5 '.. .lk*..-�Ivl � "', .. _. * , "' . � I 11, 11 4\�` " � , � . .. .. " , l_1_', I - , ,. " I ., N11 ;- I � I 11 I 1,3,1,,�.......Z.... .. ., / 1 , III ,/ REMOVED ,.. . -..--.1 ,- , %, // / / I , 11 SH I l I I 1*,�..,.-'.--� , - / I ,!��. ;' _.. �_��,,!,'.`-..�,_;��- // / , I 4R� 1. CONTRACTOR TO UTILIZE METHODS TO PROVIDE � ALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND I .. .. , 111 / I .. . - - .. . .1 ... ;,I /�' / ' /` / /(TO BE REN ... ...el�ll 11 . . '� I ,;v, V .. .. - .7.*.,�_-�,,*.*... ... .., .. 1,-I , ......... .'..". le' �, /� //Z I .. .4"...I... .. I . ., :.,'.- -I' 7"., :b I//, 4_,`_ l _H- � ��I'S, . APPLICABLE CODES. ,l/ , -- -:;..q., , . , . .: . .)'I I V�_.1�11 ALONG BACK OF ......'.. .. .N 4-,,� .1 I I / I - m- -- --.-...*.,.*.:-,.-,,'.-":.�.,". , .. -.:..o 't, � 11, I - . . .1.1- . ; /l/..... , I- - ..LtL /, �4_.-�___ Ib I I - 1, ,.� 'A.��,�. ,/I/ '� , / I / .. i;.__� ,�._,.% ` I I -\!, ,t,..,.. .. , - . 11,� I i I �1 I �11'111:�'1'11 in-;�WCUT CONCRETE k �1- *1, .,.-!,. :"v. I , I "111, - . . , /, " I /\/ , �!, 11 "� I " I "),:- -D...,�:.,-- ',/ 1OVED) ,,, I Lf mc-q-,� I I 1�' I , TO BE 1-:...-��'....... -:.- -7; -r(C -�\, I/ I I 111. �.,]! I ", I - . 11 1", / ..., ,, �, .1 1) /o 'PT)l .I I -i "I 11 1, :�� I . *. I ' ,-Ij'-`-'-,F'I 1(TO BE F ED) `I t.':':�`,-,..'] / , "I I 11 %_,�, � - '\ I . / , ,�i, le", /Z I , ,'I , , - 1 I � , I / " , i 11 , , � �::� � R..:-*N�'."";r! .. I.:,., , !EMO FENCE _` I VVORKS[ � , .,� \ . " , I ;`� � \,4�. 1 "/J/jl� " / 1t1*1 / �11 / k . ... )VED /,/ / /11 �_ CONCRETE . , . , . , . , . , I �;�, - "� _ ,f,� . , - . RIOR TO CLOSING. I 11 i ,'_ I ,� '- - a TO BE REMOVED . 4 . /t / /'/ I I "n SEQUENCING NOTE I ;,. I I -_�',, 11 11- .- -�!�- _F...�F_1- "'I ll. �j I i � - - � / i � I '�% \ I. "1, - 11 11 / /.1, . , ... _ �� ,, , -, " I I UNINTERRUPTED SEWER SERVICE DURING i'\N' 1 ,$li, z , I c . - ,); . / // / 15y ,/ /,/, / / �// // / _�Lz �'�- Ile ��,� � ...., Z1,".�--."_:-, -- ,/�� /_2_____ __ �_�_-4:�_L� � I CONSTRUCTION.THE PROPOSED MANHOLES AND I �", . _11- I -1 j� , I :. 1:'...."'. . �;:,-*[ /�......I /' "I N ' _____ , , , - � k I. . , / ,� _Z� - I � l, :-,111 I VALLEY GUTTER " /I � I , � � I--- �� - __ I . � � I...I .� . , , '; :,� . ,_=7!-..�_��=_,l , �, - __ _ _Z-� ___=_� ....=_- . I, I U, I- GRAVITY MAIN SHALL BE INSTALLED, TESTED & 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL I I * , , 0 , ---- �- � I - -7-111 - , I ,I,:::, IN\v.'.,.,-.. . . - I -_ 'Ir , ____ - -_ I -- - " , �: I `� - ";u 11 I 'I***- - 1-z 11 V I % . '__ I I I . , _4� 1 ,� �� I l'..,-.1 I - - - .�. �-�- ___. . �, - I 4. 1. .1,1.,,�I , ..� , �� ,.'A I ,\, � � -�:-*\.%\`% I I �p 417;1,,, , , 1 1 CONCRETE - v K 0, 0� ,�, DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. F I TAN ,�,� � 11 CERTIFIED PRIOR TO ANY ABANDONMENT& ,� i ,,�� 1 114' � �,,,,,'I ,�4 q" E . - - '- " ' "� ' 11 `1-11 L4 �t. ff,�s\ I I VE, /� .11. I I I�\ I I ,,� 1 - -,- "I'll i i R IVINANTS OF I n , , ��,] � I I� ' ____1 REMOVAL OF THE EXISTING SANITARY SYSTEM. ',�, ' "� "� I - �V MAN HQ� / ,,,, I-f� ,� d .. ,_-.-'� L 8'4 BE REMOVED) EXISTING LIGHT POLE . - I 1 , I I A13ANDONED SIGN 1, , !,***It-l-,,-EXISTING LIGHT , (T , I 1-11111 "" ,,,��,", / ""ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH , � 1- 11 �' �,A_ 111_1� �e.�,,:')"', 15.\ I I 1717� "' '.11 TO BE REMOVED I I � " N , - POL li , / _��, e I 11 I �:,. " -11") I t" ' I%. .,.,e 11 E TO REMAIN POSTS(TO BE REMOVED) _�� ,� , 1,-�:,_,, I I'* 11 "� I l� � I I",�',`� I 11f �7`-IpT I - :_� INV, E,J....: O"'A,,, -ISTATE AND LOCAL REGULATIONS. I - , 1_1 , ,/ , 11 _� I � , I !�.;-"] D , I.." .I. (DO NOT DISTURB) I' . ,,, /� I MAN HOLE, - ___� I I / "/� 1. , - - . I �;i I �� I , t� I 1'�, : , � � I �1� I � - 41 i 1"'.",- 11 I �. � ,. , ..�.'.j / , I � I 1�1 I I 11 ,-.� / ,/- TOP EL,� 15�3 I' L- /,,�" � 11 I I I j /-**,*** it, I" / /"\, ,� I I I I I I """, � 1. I !l / I I N1 IV. EL.� 1.78' ____1 I ,___I� , - � I J.�, " SAW i I 'A / I / :�,_� - _ -"-,---"-- __ _ _,__,_______,_ -_ -_ IIIII-11111-r....._____ -, - --"-I......._,__ 1-b//11 __ -_ 1, It I I I I _ ,�, I I ., I -: , I ,; CUT CONCRETE ,*;]]-� 11 "", .� .�� Ir I , l." lk� __,______,_ 11 / 13,2/ " I,'" - I SIDEWALK� 'ji 1�.' ,, " ,,I I 11_111_1_-,_-_,_ - - - I , I I .':�,],, %T NEAREST ��,;, ,:" � �V��l it., �,� 4,\ I ��Y ,�,,5� ,�. �� Ill, I 1: .. 1�� I I / \,- ,/ I � . � -,T.,� -1111111 V- I I *IN - ; - - ____ - - _........ ...... - � it ,"'J';�.-k.," - ,� � AREA OF SITE CONSTRUCTION 11/1 I I I........I _k) 1�11 e, Z-_ _- 11 I I �_A " � I t -tT 311` / , "'. ____ , l / ,:*";,","_ "b ,;t4 - 4' PVC SERVIQE, + ,11, - "'all I � 'I , ,�. - , 41 ____ � . --- I_ �, I VC ... , , """- � � ,�, ,�,� -,Z,'�, ...� \,�I . ,�I'.. 1, ;��=','��'flL,",,,',' _- , .!": I .R , _�....(�), _1- I , TY-k "',"= -',�� -......, , 1� 1� 11 I ,� _P:�;�__ ,te L , I 1�1 + - a6,, ,��, - ...................L �� -",- � -,, ,,, -",,'',", _1� , t, I ` " ",,�, (pF,R C1 TY , - , q.t,v .* Jut ,� I `Nt, If, m�� I ,,,'�b .i'.','.:.% I - ,t,t I � 11,�el..".1,I 10 J1 " � . Q�I .�p 1��, _,,"��H - �� aE� �o�,�S��Z�'= I � 1� 'IN -1"," % I ',�'., " . ` _3 .11 -I Ili , ; 1� :�17. �1'1 " "I'11111" , 4P , I '11� .'-� �, � I �,,�,,u�"_/ �- - I 1�`_''11 ill ", ") , \\R 1, i, , �() _', I --"--- N ) �1111 '� _1K :�— + IP . , l,' It � - � E " ,�,� � , , " ,,, \ / I , I " I I �', I �1�1 . 111 �� , . -_ -,I _- I I Ill /I�!' I 11 -",—- ,- - ___ I , I I 41 I ,I i, -_4 1 JOINT j I %111 , �, _-- I ,�, 1 , �� ,.j, , , _� 4�11 22' WATER AND - Ea� er,'�, I ,+� I 1'. � - I"�",,,,,- . . I I # J1_`L%�� I , �l , , " , � 1�1 /,I �p ,",...I.Y�� ,, � . 4 I� , -� j;_2� 1� 1 13.2� 1% � I I b J.':,:,.", ,,&', 'I � S�� 0a, �=,,., 7- 1�l�111'1, ,,"`� L__1111__ -- �,, N TREE PROTECTION FENCE SHALL BE - 1, - — :,-,-=-,,,=-1,rAvp,,,-N,- . I 'It, 'y , ======, TARY 'E(,' I\ � — t11 il ,, �, I I - __ __ �, �t I n,,�' - I i�l N 11".� - " / �� s_, - - . R ,ORD BOOK 5998, PACE 714 1 1 � 11,01 /I I ill I I 11 eI I &,f: �, � I .I I I- "Il.-I'll,��"-,,-,-,-,�,,.-��z-,-,-�",-."",�-,, ,�,,�t,,,R��`n��___ __1 __� -,I.......... a, ,�w .., �_ � INSTALLED ONE FOOT FOR EACH INCH I I L I / _.; _� ,�>"BACK FLOW I...... .-�,�� N, 1 5 1�1111',-.:, __1 IY , _ I I 3","", PREVENTION "",�`> I -I ......_,-,,'.`\��... ==`11`11__11__ EXISTING TREE I 6b V, I _1\ "I / I ii I I ., . .- ",�, 1 tj�p ... �`J,`, , ,: Z/,/, , , I 1411 11 .11 . :'. I . ,l) DEVICE �,%,�, ,4 I OF TRUNK DIAMETER(6-MIN.) t ,i�� I , ,. , '. I - -1 __f_�-==i 1 'I X,�,5p 11 _ I I :1�- ,:I I I / TO REMAIN(TYP.) I ,--- - - _.........._______,_"",___,__111111__, -_ __1._,__ %,I 1�1!.. --,:. 1,I I "I - "I i � . M - __ -_ ,-,-"'-'-_,___111___`-_1_11.11___1 - - _____,_______'1_ �_� OUTWARD FROM FACE OF TREE. I I ,"',,.-.: I .1 8, Pvc wN ".. - - -,) I �; I �� / I - J, - I I ---��\- UTILITY CONTACTS. 1�,:,�', I - ,� ,,,�Xx, a ,�,t,,�ca,ii'(,r ,�,-I,<, Vil, I- ,� ,I /11 � ' ' -------1 777�, 1 ,,,� - ,7 " - - -_ �, ,�)� __ 1b I , I / I It,I ,,,��' C-11-11-11111"k-------------I— I', I -P' :300,00'(D) ") If THIGH WOOD&WIRE FENCE "', I I I ,,,:-,-.-,-.I : � " E'k,__ SANI'TA I , I " � "'t-) � , � c (BEARINc BASIS) , \11 1 ,4h . , " 1��,�1111 _111_I'll........,--,'I,- , 1,111,�� NIETIER - - I- ,,11 ,, > . -, � N, � � 11 11'1,�/ +�11� � �� It I /I "111 I I I �,.,-._ I' !��-�,l � \ -f-, If �1.� VVIWOOD STAKES AT A MAXIMUM OF "I" ., " � �. �. I , " CITY - N ,�� . . 11 I/ � I ,��(-",>i- ,<,\' ......- -----"—"-,......�_v �, I I-' . �,_-,`Ild I _� — `�p 4 S88*17'50"W(F)(D)+ � , "I ul I I 1 ,11 Ill I ,11111 1"",, " ,,, ,,, WIRE / � CARD R;�`AOER --\ "'� 11_� 8'ON CENTER. AS AN OPTION, I, . . . I �, i '.-::111':t 1�1 I 1-11"' , / PLANNING AND ZONING I I . 11 I I "�.",I/I I 11! , \.... g,;C�,Y',,, � ... .... I 1, , ,,,,,,,-,,, - -,_16_�, - � - I � ". ,4 "�`:", TILJTY EASEZT _3 -ff............ -,_"-t__,_,_ , ORANGE/FLUORESCENT HIGH-DENSITY \1` I .....,r"",1, l'---t ATES POSSTLE I �,R`� 1�\ ,,t,� lk, � ,, ::,��.',��'.� , ''. 1�11 I 1,4,, '1'� t,;��, I I EBX 1 4- __,111\1 800 SEMINOLE ROAD I ,". " , ......., I , � � 'I I,,i��,q,II'.�,T,� 4) , I i:",',�','- ,�,:� JiAl"', I.,W., I � 10 4p ,�11�1'11__ .— —, ,:�'," — ___r__ 11 "VISI-FENCE"OR APPROVED EQUAL I I I !/ ,�,� , ��t , -,i, . ............- —__ — ___ _11�'_V _ __ __ __ - i - I ATLANTIC BEACH, FL 32233 -1 ',I 1�b .....- , —,- -,-,-- ,-,- .,— �� _11� �;� A'. 1 14V — __ 113 I ",:: �p--�,T',",\""\�'1\�',,','�>,-'�,.�,�� , i 11�11 \�' 904 247-5800 ": I 1:�.,�, - I ,�,` I ,� I — +,�L --I-- __— "r ,\ ,K\ I , I ,� ,��. ,�< " -1-1-1- _,___41�__ ____ I -------r- 1111�\ ,� � : PLAN CAN BE USED. I " , , - ,,,-,- ,,,,— " — ---- � SANiTARY 1, t" - I - � .- I �� , V�',, ",�,, ,� 4\4 .. ,4",111 1. �, �._.. I.,fl I �_11:] � I 1��,\�f,,,1111 I' ... �111 , - :j . I �61_ , I � 1, 11 i n� I I / L:`.:� , ,V!J1',,',',7ER q ,% � ,."�Y 111, i ,1. � 11 C7TY 01".A 77,AN TIC BEA1 f-' � I � " -1.11 I " ' 1b � �I . I I � \N't" � ,�,�, � 11 I :'.-�-,`��':-I kl,�i�tll� 6 I PUBLIC WORKS I I 11�\,�> 11 ,,111-__,�\I�' I I 1, �� I — I I 1�,,.,�,I5,,, `e`1 I ", \,' I , 0 i �1�1e"1,111`,P_` �1111_1111_ -- --"'— —-0--4- 11 1_�. ,4 ,,-`��C�N, I � 4,�\ 1 WOOD&WIRE FENCE USED - ,, , 14, :,,,)\, 411"', e\, � I .1 % RE ii 1 6.93 98 00 71) �,P �__ "!_ 't, 1200 SANDPIPER LANE I 15� %� , NIL U ,k- � I '. 0 / il 1�,A,Nl!AR�%_I.� . 11, ,��, IN" I 1:%,,�',,! I , ,,ev ,�_I R i�, 11 AS TREE GUARD TO PREVENT DAMAGE � I ., " , �111 I�'11' I I I I ' .1 I � 't , __4 __ — _11--111- — ',�s / % ,�� -l . - It I ; I i .1 %'.11 "'" I �i.."'.'1-,,,, " _4 __ ____,_._ — -"-- ��/ \ � 11 k 11 I `._ I-` " cp __[�_11111r '. 11 'N :,., '.I � -1-1 . I I"EI e - q;p -11--a-11- --,-"- d, ATLANTIC BEACH, FIL 32233 ,I 1, ,1� / 'it I, , "�, � ,�b 4 it __j�?_ -,-- — —f 'I I I 0" � I A 1-1 I I - --- — .- EDX '\\ �,')/ , � I FROM CONSTRUCTION EQUIPMENT. _v eI1.,I ill _,___,1!�11_,___-_ — - _____1!%L__ -I,,,,- -I,- I I . IT- t / l"!,�*i:f1l, :�,..'.-',,`,`:-'.'.', I I.— tj ,\�,Is V__ 904 247-5834 % I,, "', r, / 'L � --- ,A� _ -_ — � 11 � �.`�,�b', I 41.1-:_�-111 11'1_1.11� - I . , . - 1� I IN �,,, 1,", 't, -- l , 11 \ 11 0 b- I , I , . � I -....11111 __ "' , , Q,�, - - ... , � � _� 1- � TREE DRIP LINE/TREE PROTECTION ZONE ''I l."-1,,,,-,,,s'1 I t '.-�',A...- "-- -,-, �--"2'�vg.. ......�, N , % I , �I. , , 1�1 I - , I I -- 1-2 'III , � %],�IV-11 �. I il� I . .'" X " I '� � , q 4 - - :, I I AREA WITHIN TREE PROTECTION ZONE TO I ,�,, 1,11"':,�m"� ; "-I .� �,I 111 , .1 . .. . I'le, Q � __11 , - '\?' _�? / ---. -_*__1*_111_ 1, '50�00'0_`) A \ , - -------- 1200 SANDPIPER LANE �o I I, :" " 'j It I , I _j.... .. " , , \, , ro- , � " '��__WATEEI� UNE CITY OF ATLANTIC BEACH , �, / �, -_11 I , ` ,,v.,"', --- , I � I / I � �, , _,_�',11 , I -- 0 ,� � � ill! VIAll 1�111 � fl-!��'i�ll 11 . I,- 41 ll <,.\........ _,L,�)" �v �)�, ,�'N--..;, - , ". _ I' � ,-I- -- - - - - I AL I;�, , I - .,-�.,�c J,, j'-�::,:.. .,;....1 -""," MIAN HOLE WITH , A, 11 WATER/SEWER , ,&,I i I,� �, ,*�. ,;j�.....�'" , I -.�� "" . \_ '10 1�1�1� I 1.'�,,��-,�,', .-* I I I VALVE -� 111-1- " - 11 _J 11 "I - �V,,,, � TOP El_.� 12�72' 1 1, J ,�, S11\ ,v 41 �',� _1,�"':',"'e_ _1� I, '31' , � �, !-"q�-',, I � I 1�,\""� I (�� - I ,� , -I /y - __ , , � _41 D. 2, ,J,�. �) 9 �11 REMAIN UNDISTURBED DURING .1.6 , ll-l" FN�",�\! I , �, 01 ,�l:, ,� I 01$ Q _II -I ,� "-,-I---- "I, -,-----,--, ..............i___11____ - _-______ X " , "1,i ,,"t . � �0 N_ _- - - -1 e �" �?\ ATLANTIC BEACH, FL 32233 �,11 - I � . � _t_ ____qp_- ', e - I , ,11 I ,1v 2 1 -- -- 904 247-5834 0 - -,,�%,t ,,� I I '11 , -:'. 1�1)* 1 49.85'(F' N I i:�--I.,.,,"�'l,,,�, , I �, 11 r ::�: 1 1�_Vvlllt ,b N88'36*45"E(P) .�� 0 1 �r", - , X, - - 11 ""' I I ,�: :�. _ __ I—- ��, " �'. � t�' ,_� i I q ,", l �, �. " - '4p, ,\�,� _--i____------ I I':,',:"`!�� ,�j 1 ,�A ,<\", I I '. � :I '11"IE, ,i\1 -- rl-\"-- ,__�� I '13 CONSTRUCTION. DO NOT STORE MATERIAL - A - . . , I � . �,,1 � 11 I I I ll .- .�I I I ., , �1-1 �, — _`y , 11,� � IN THIS AREA. ____ -_______j - - I / 11, " ,, I ,I I., + S88'1 9'38"W(F)t� .I',,--- __ I I - .,�'',:�, I I \\ t i " I I", _�_111111 I q , � i�f\ I "b"- 11J."', I 11 __ - �=_ A :1 --, - - , �-) I 11 " I ,�, _ , 11 ,�,�r,�f I I el, lit, L.", ),��. ---",- -, - __'_,__, - (�___T___!_ - _' r I � I A� I - �,� 114-11---- I \ I NATURAL GAS " "1, "I� I ,I �\,, , - � � � , I : � - I I C1 m� ,��, �4,�, . z TECO PEOPLES GAS i � , I 1�I�..� � i� \ I ":-.:.I it I l I 41-1,"I i "I I I I_'1-7-',11�7. , I ,I MAXIMUM CENTER TO CENTER(MINIMUM ._'� l I� " F",- ,� 4040 PHILLIPS HIGHWAY ��t , .", 11 . , . I I FLAT BOOK 39, PAGES, 22 AND 22A 't, I Ill '� ,.:� - I , I , I I � i 2'BELOW GRADE). - I /,-,; " -� I 11 v-1,\k .N P L�",U)", , , I I ��,, 5'WOOD 2X4 FENCE POSTS AT 8' ,, , I V'�;_ � I ''' , lt , l " " , , —to 011",I(11 17 IN. LINE OF FAIRWAY VILLAS , I ,I I I,11'�11 I 01V-1-11-1 '. I I---- \ I - JACKSONVILLE, FIL 32207 -_ '.,�' ".,'�,;"- t I 'N �,�,, \ I 11 :� I, ill I , , I 1-111, � ". 1-,-: --,,,:' I I � N�� ,, I _,_:1:,11'1 I I il (904)739-4874 1,1� - , 1, '. jj+-1 1:11, , -1:1 \ z I L__ � - . ." � ,.� � ..i I �!f_ ." I �,_ �j ''�,-, -- . � LOT51 I ,.:I� z) ELEVATION - I , � I I' � I , ,\,), r I 1. I I I ill I 11111, ":,�',j I � . � 1.�` :,-`:.,�',:�. I I l � Ill 11 TELEPHONE ! � I I __ _J4,,�j �'., ,I I � I I . A" I � I I , - �,=,eemll I I M --Ell"',-,,,,".- - ---� , I 41",,1"�11_ I I ,� ""_,_ 11 BELLSOUTH ENGINEERING � �9 ", " I I N. - �...11 , _E:--_��7,--,---',',','.... I ��J�--�`,=_ L07'50 .. .. .................... ---- - -- 1, �. .........,\1 ! �_,t "=- - I 1_1,��_ �: I - -"- r'-"l--E_'_- la, �'b --l"Ot, 12 RC 9209 HAYDEN ROAD I, 'i I , I - I . � It THE BARRICADE SHALL I "\\"-i__ I I,,�r , I\V I JACKSONVILLE, FL 32218 1, li�l\l\\\\\" I V _0111111 mm �, l - I ...\\\\ . I 1 I f RGP 1��' I�i,I Ilk GRATE INLET �q �,i BE AT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK I I El- I ilill I I I ,�� LOT52 _41,A1 1?IVA Y 1 LLIL'S' I L "i 31 I E L, I 4, 'i'l it,l, , 11 I _ - TOP EL.! 14�80' � - V,i DIAMETER. FOR TREES LESS THAN 12"DBH,THE MINIMUM BARRICADE SHALL BE PLACED I I Z"i",I j,I 1 (904)519-2687 1�, -- ,I �\_ "' -F- ,R91, j TOP EL,, 5 �, it _ , I I il\ 1�11 N o,,, I I I I ,,�, IN\V, El_�� 12,10' \ PLA 7-BOOK 3 9, le,l G,E-S 22-22A ,� � I , , LL�� I i - I , 1� I I �,A, AT LEAST SIX(6)FEET AWAY FROM THE BASE OF THE TREE. I IN�1� r L,� I 0, o"I 711ROAT EL,J 13.86 ,I I �,,� I '�, ,%, ,� � , lqv� E-1, , , . I , �i � & 1"��, I 11 I ELECTRIC �'- 11 ...11� I E, & W, 114V, INACC.",'ISSIBLE I : JACKSONVILLE ELECTRIC AUTHORITY 11� � I ��,01 11 N, ;1, ,�,,�,fw I 41i , . I : I - I �_ I I H I � I (5,� TREE BARRICADE APPROVAL:OBTAIN CITY APPROVAL OF TREE BARRICADES BEFORE , I v � I I �1. "� � , ,I I I I il (,,-X, I'll, 11 i 11 I I m BEGINNING CLEARING 7PERATIONS OR ANY SITE DEVELOPMENT. I 11 I �, t 21 WEST CHURCH STREET T-4 T '1_1� I I I I _10 \ 1�'�� 1�.� - 11� JACKSONVILLE, FL 32202 -,� 1 I F, I I 11 I I I I I I � , , � . (904)665-8880 _1� �1111 TREE PROTECTION FENCE _` ,� I 1� I 11" "I NOT TO SCALE I 1� �� kIII11 ' . � ;'A \\I- I I / ,,_____� \\\', ,�\oml\S R-,S,qS, //// � ION' "I 11 11 -A 11 % - ... C�q // I Evill I - m 11 � - I , ! \ ),\\, vG, i im "\--.,\, �, ;11�1 - \,\GEq8,p *-...6,, ',, I " � \\\\,-\,e __� , - ' �,t, " L9j .�\ � hmo , 7 . S - - \ % � E N G l N E E R l N G G R 0 U P FDOT ACCESS - 1��-* . :� * : -.40 '. *'� KNOW WEATS BELOW , '_ <� �797V� \ , � "\ 100M.A r__� y0off H e 1% . : , I , I' 1 !he ) . - , ' I "',", i %,%k\,J A5 02-26-15 !>`DTRE - . . - ___ 1 12-12-14 - ADDED UST REMOVAL NOTE - . : - ALWAYS CALL 811 A >_DTRE - - . - I I .�.�-? . - . . 0 BEFORE YOU D10 4950 W. KENNEDY BLVD, SUITE 600 . ..� �\ I - -1 �,131f'71111 11-21-14 _��DTE — �. ..� ..: - ATLANTIC BEACH, FL I TAMPA, FLORIDA 33609 � n %. . - ''Ill, I ,�, __ .p,- r� � , . I -1,,,, � . , 11 1 . -& I It's fast.It's free.it's the law. R ., ^1 . p Phone: (813)379-4100 REV. " * / ;O�� ... 4 ` " � DESCRIPTION , ORIOP'. 11 DEMOLITION PLAN I " Fax: (813)379-4040 — DA -ift, , - ** .\ N rl� - `�, —AL I �e', Ir "' I 11 �j 1`�,/ 1 �,,�4-�'ll—l""=":,��,�",I=;I / '�' , ,, I � 1� I I'll I �' /7�1_1/1 , � - I I � - I - - � - , � . "" //,//� / 6 �-,// I//z/ 7 , //1//// www.calisunshine.com ThomasEngineeringGroup.com DOCUMENT CONTROL FLOR16�Y� I . I FLORIDA B1 JSINES, ,ft IN OV0 4 TH No ')71--28 PROJ. NO. I DWG. NO. C-2.0 I I - I ------1-1 - . I I I 1-__-_____1 --- - ,- -I-----�-1-1. I- -1 � � �11 I— � � I . --11. -1 - -_ � — I 1 . I -----L_--_-1_--,____- — I _____ , I � �-_-._-_1_� I � I - 0 y SOO EDGE OF INSTAL CHAIN LINK CONSTRUCTION , -WATER 'T EROSION AND SEDIMENT CONTROL NOTES: 9/8/2014 SITE SECURITY FENCE AROUND NEIGHBORING 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN Im PERIMETER OF SITE.(CONTRACTOR TO BUILDING DETERMINE APPROPRIATE LOCATION F.F. EL,: 11.1' ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. co BASED ON EXISTING FEATURES AND 4 PROPOSED CONSTRUCTION) TOP OF 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES BANK - - - - - - - . AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. �u_ jLi 3. ADDITIONAL PROTECTION-ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. Cb 300.01 "Ei �488-17'50 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC.ARE CLEANED OUT AND WORKING 7 299.88'(F) '1 17.7' Ile 8*1 '5 E(Co PROPERLY AT TIME OF ACCEPTANCE. N8 9 8" 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH 20 10 5 0 20 SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS SHALL BE S OSION CONTROL TEMPORARYER USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY,THE STRIPS SHALL BE OVERLAPPED. 0 uu CATCH BASIN INLET PROTECTION 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903. THE DEPTH OF 1 1 20' STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET (SEE DETAIL THIS SHEET) x OPENING AT LEAST 18 INCHES ON ALL SIDES. A 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION,THE STONES MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. LEGEND: 8. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER STORM SEWER THAN OVER AND UNDER THE BALES. 4 INDICATES POSSIBLE PROPERTY LINE VALLEY GUTTER I I . . DRAINAGE EASEMENT CURB 9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET,WITH THE ENDS OF ADJACENT S'.:, (TTPICAL) EXISTING CATCH BASIN BALES PRESSED TOGETHER. ASZZ7 EXISTING STORM SEWER 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE BALES ARE STAKED,THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. EXISTING SANITARY SEWER 11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN SF-SF- PROPOSED SILT FENCE CONSTRUCTION FENCE THROUGH THE BALE, Ic 12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. EX. 8" PVC WM R) C-4 PROPOSED TREE PROTECTION FENCE 04 13, STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING 0 - PROLONGED RAINFALL. 0 C4 01, Nro 14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND UNDERCUTTING BENEATH BALES PROPOSED CHAIN LINK CONST.FENCE WITH Pq It, 0 FOREST GREEN VINYL SCREEN 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE ACCOMPL SHED PROMPTLY. 0 0 DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. E! PROPOSED STORM SEWER wamm mom mom 24 "n 0 17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY 0 El PROPOSED INLET/STRUCTURE PROTECTION 16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. PROPOSED ROOF DRAIN 18, SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END �-,yp OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY,THE FABRIC SHALL BE REPLACED PROMPTLY. < nP 19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS gr, (D REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. 0 = n BACK FLOW PREVENTION BE FLOW ARROW V 20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED v, TYPE CURB SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. RIDGE LINE (TYPIcTL) 21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. EAS RLY R/W �NE B&M 10) [D-) Lr1i L'f, OF PAYPORT ROAD 22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS i ROAD A1A) v PER DE FDOT MAP ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE & CONCRETE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. ECT10N 7�30 t (9,973 SF) U (TYPICAL) 23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS cc:D1 OUTLINED IN THE PLANS,SPECIFICATIONS AND ST.JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND EA +1 .86 AC SITE AR CRITERIA. CD FFE 15.50 'RV 1�1 CD CD CD 24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO"THE FLORIDA DEVELOPMENT MANUAL CD u') C�j cl) CITYOF A GUIDE TO SOUND LAND AND WATER MANAGEMENT"FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL 0z ATLANTICBEACH REGULATION(F.D.E.R.)CHAPTER 6. L 9" RE#169398 0070 25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS P TENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION. co 26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE I? COVER IS ESTABLISHED, 27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY TYPE STANDARDS ARE MAINTAINED. k I Yli 28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER _u p WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. qgm 29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST.JOHNS RIVER WATER MANAGEMENT DISTRICT. 30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS, HAY BALES,AND GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. 31. ALL DIEWATERING, EROSION,AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION TEMPORARY EROSION CONTR6 ON�A AND REMOVED ONLY WHEN AREAS HAVE STABILIZED. SOIL TRACKING PREVENTI T PROPOSED CONSTRUCTION (SEE DETAIL THIS SHEET) < 32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES ENTRANCE WITH GATED ACCESS 'AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. (GATE SHALL OPEN ONTO SITE, NOT INTO R.O.W.) T HE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO CURB COMPLIANCE OF SJRVVMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL BE (41CAL) PART OF THE CONTRACT. C.) TEMPORARY EROSION CONTROL rn z 1027 LF SILT FENCE(TYP.) POLLUTION PREVENTION NOTES: (SEE DETAIL THIS SHEET) OZ E: 1 4 "'i �., , z, I I � I � I� �-.: �'��', 1 M' A.)EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED,AND 0 MAN HOLE 61 MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACEWATER QUALITY REMAINS CONSISTENT WITH STATE AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR TOP EL 129 OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] INV. EL.: 0.811 IOT MAN HO B.)OFF SITE SURFACE WATER DISCHARGES, OR DISCHARGES TO ONSITE WET-LANDS OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS i ABOVE BACKGROUND TOP EL.: LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALUBE REPORT ED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE.THE REPORT SHALL INCLUDE THE CAUSE OF THE INV. EL.: 1.78' - DISCHARGE AND CORRECTIVE ACTIONS TAKEN, 112/ CHAIN LINK SECURITY FENCE SHALL BE C.)THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT imPACTEb BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(c)l, RELOCATED AS NECESSARY IN ORDER TO 4" pvc SERVICE-,. 8 PLca_ CONSTRUCT PROPOSED ENTRANCE DRIVE.SILT (PER CITY ATLAS) Os F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 'D FENCE SHALL BE MAINTAINED THROUGHOUT D.)FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMVVATERD�,AINIS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE 13.2' THE DURATION OF CONSTRUCTION. ATELY REPORTED TO WATER RESOURCES.SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. CONTAINED,CLEANED UP,AND IMMEDI 7MMITARY A BACK FLOW owv L PREVENTION E.)IF CONTAMINATED SOIL AND/OR GROUNDWA:T.ER IS DISCOVERED DURING DEVELOPMENT OF THE SITE,ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE,AND WATER 7 9' DEVICE F RESOURCES SHALL BE CONTACTED. EX 8" PVC WM =rl=�- � F.)PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS§'URVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 300.1 1'(F) 5 SANITA TEM: 300.00'(D) :1 F I METER G.)NATIONAL POLLUTANT DISCHARGE ELIMINATION SYS (BEARING BASIS) I S88-17'50"W(F)(D) i, NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. ER WIRE CARD READR, -\,f J. A COPY OF THE CERTIFIED NPDES NOI,OR A COPY OF THE FbEP COVER,�GE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.3001 PART III.C.2, F.A.C. ATES POSSIBI E ------- U iii. A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE F 6 EP COVER) i4DIC -FILITY EASEMENT X �Glz CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.301 PART III.D.1, F.A.C. I Nil iv. THE SVVPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621-300(i)(a)PART V.D.6, F.A.C. X11, SANITARY v. A COPY OF THE SWPPP,AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE,AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE ME TER CITY OF A TLANTIC B CH VAI :i INSPECTORS. -k SANITARY -- -------- RE#169398 0070 ME J TER H.)THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING,TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF EBX ENVIRONMENTAL PROTECTION(DEP). PERMIT(S)SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. WATER LINE h �.x N x W,�) -1' VALVE TOP EL.: 12.72' 250.00'(P) . . '? X X N88'36 45"Ei 249.85'1 ------- X LENDAR DAYS BY AN NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES S88-19'38"W(F) OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES,AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. T N.P.D,E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CA MAN HOLE WITH MAINTENANCE N'TES: E,,,�T, -E. r x x 1. THROUGHOUT THE CONSTRUCTION PERIOD,ALL MUD/SILT TRACKED ONTO EXIS'TING FDOT ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 2. CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 & bo.0o,(FDOf CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT,THE FILTER WILL REQUIRE REPLACEMENT. N. LINE OF FAIRWAY VILLAS PLAT BOOK 39, PAGES 22 AND 22A 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED AS NECESSARY. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER OR HAS RUTS. A LOT 51 NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. _j 4. SILT FENCE IS TO BE INSPEC'rED DAILY BY CONTRACTOR AN b EVERY 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED LOT 50 IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED,AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF CSWMP SIGNATURE: BUILT-UP SEDIMENT.WHEN THE SEDIMENT ACCUMULATES TO 113 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH,OR RE-BACKFILL THE FENCE IF IT FAILS. IT FAIR WAY VILLAS LOT 52 WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. PLA T BOOK 39,PA GES 22-22A KNOW WHAT'S BELOW 5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. ALWAY� CALL'18 11 PROPERTY OWNER/OPERATOR 6. REMOVE ANY VISIBLE SEDIMUNT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. B EFORE YOU DIG 7. THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO POST OPTIONS UMAX. It's fast.It's,Pe.It's the aw. TODD LITTLER CONSTRUCTION ACTIVITY OR RAINFALL EVENTS.A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE NPDES PERMIT. BY BIDDING DOCUMENTS CONTRACTOR WOOD 21/2"MIN.0 FILTItR FABRIC 2 LAYERS NON WOVEN FILTER VP OF LEASING-DOLLAR TREE ACKNOWLEDGES HE/SHE IS AWARE OF NPDES GUIDELINES 'AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL WOOD 2"x 4' (IN C.ONFORMANCE WITH FABRIC TO BE SECURED OVER 500 VOLVO PARKWAY OAK 1 1/2"x 1 1/2" SEC.'985 F.D.O.T.SPEC.) ENTIRE BASIN OPENING '�"12-"610MPACTED SIZE#1-Q1 www.callsunshini CHESAPEAKE,VIRGINIA 23320 AGENCIES DUE TO VIOLATIONS. STEEL 1.33 LBS/FT.MIN. 1 0 J -'j ULU I tXTILE FABRIC Lu Co a cEN x v 10 m 'J STA 31LIZED SUBG A E N C11 14 E E R I N 0 G n 0 u P DE DTR 0 /5\ 02-26-15 io :2� 1 = I //\ TRE FDOT ACCESS 00 4950 W. KENNEDY BLVD,':SUITE 600 A: HR < 11-21-14 ATLANTIC BEACH, FL DTE TAMPA, FLORIDA 33609 gi DRR, Z5 IA1 t Ur Phone: (813)379-4100 REV. DATE DESCRIPTION SILT FENCE DETAIL CATCH BASIN INLET FILTER DETAIL SOIL TRACKING P IEVENTION MAT DETAIL Fax'� (813)379-4040 1 --�'CHK SEDIMENT AND EROSION CONTROL PLAN rpQ Rvp k E,* 11 NOT TO SCALE NOT TO SCA-2 N)T TO SCALE . ...... I 'CU PERIMETER DETER"'NE BASED ON T 0 A EX F P S S P T R IT 0 1 IN NC E P G (C R' FE A 0 A A T ' *" "�v PROPOSED CONSTRUCT N T E 10 T U U R ii� LO R N Aw D C C ES N) '' To AT� R 0 T N N AND 88.1 0', 75 E N 88.1 9 58"E( ThomasEnqineerindGroup.cm (PER f DOT INDEX#106) DOCUMENT CONTROL FLO (PER FDOT INDEX#102) RI A BUS[ RVOA T o.27528 PROJ. NO. FT140062 DWIG. NO. C-3,0 - __ V1 p �� . __� . __ - . — . — . — . — . ___ I I � (.,�, I � � - -;-:�.l N) -Tj - — . — . — - — . — .. I -— . — . I % I 1, I., .. . � � I ''I ...11 —,,� 0. � I I � :, � , , � . ,::,..,;`�) � I T I I I I � --I . I I � . ,I 1 11 ..,�,.., ..�I � 9/8/2014 / I I 11 SITE DATA: I ' ' ''Ill,,, , , _ _ %� , I ,-,""' . NEIGHBORING I I ....---�, i v \ BUILDING I .. ,I . I F. EL.: 1 1 PARCEL I.D. NO.: 0169398-0410 1 "'..-," I . I/ 11 " � I� I ;�6�.:,.l I MATCH TOP OF 4 � ."i : .� \_-, TOTAL SITE AREA: �-'�.-':�I ____ , F. .v I I(.-� I z ,,�'.jl II ��,i'.!.,1,."� 81,028 S.F. (1.86 ACRES) I I , � . BANK , 11 � . � , EXISTING __� ___ ,..;,-, . - . - . - . - . -_ . - . , �._ 1, I � . . _� . I I " . 11 *.. , . , - , EXISTING PERVIOUS AREA: 51,522 S.F. (1.1 8 ACRES)-63.59% � - I-"I", - SIDEWAL . 1. I I.. ,, , K r . _ .� � .,. I 'k , - - . - , _ ., 1"..:' , I, ._'�q �`-,...t1d 1�17 - I I H , " , I 1'.1", I , - - 11, , � 1','��:�,,�, ! 1,I ACCESSIBLE�AMP CR-F �.-..%--��:!� �?t N � 00 -11 �I - 0 ", ______� � ,., .. I 1. EXISTING IMPERVIOUS AREA: -36.41% �, . 01 1b , . -- VVI u , � N - 7'50"E(D) - - . ..�., EXISTING BUILDING AREA: , ,�� ': q , . 0- "I . � , � � �� I I P.1�1 - - 12 . 1 1 I - I*�, - - - - - - - �,o 300.00'(D) I �, �� , �� I 00- -, 29,506 S.F. (0.68 ACRES) ._,...:1'_"..1� 11 1:",. � -, ,-1 I �'. I 1� I'TECTABLEIWARNING �:,�,'. � -, ,�� 299.88'(F) . . � I � ,.� '61N88-1 'N . 01� -- - . , 1,091 S.F. (0.03 ACRES)- 1.35% f-,�.��.�`,,"��- Ilk.,,,I "" 0 -- �:,`,'%�.:,_ ". , I I ,I le 4D - .1 � , � " � EXISTING ASPHALTICONCRETE: 28,415 S.F. (0.65 ACRES) , " %t ,�� "L- -1 9'58"E(C(') 1,t � - , , I j1_ U ACE PE FDOT IND�X NO.304 , 17.7' - -1 N88 -- _ , -35.06% � ,�:� , , 0 I --..- " "" ,"'",,�0,� ,. , "' - I., � . I It __1 , , "," i. . , ._11 __ () � ,z:-: - -1 ,V �,:,� � -14 1 - .1'. �, - - - -, .. -, �'., � - I. " I - 4-_ - - - .1 - I- �� s I I I 11, .",I � ! �,�- I.I % t ': 11 P OP.R5-1 39'WO" .. -_�v � lo!"11-... � ,.,� �i\N -- 0 ,-. I I— I I -,.��::,,,I\ 1 14 -- - - - -.-----I . , . , I ; - _ i I ," I , I 'll,.I I ,�.,-.. .,I .� .61-, . .-'� I !: I , '. __-,-,6 -,..-, .1 I . � � ... -1 I ,�.,11.._.:,, I � , .� \ 0.00'(FDO OT ENTER SIGN -A� - PE BUFFER � .. - 20 10 5 0 20 PROPOSED PERVIOUS AREA: 35,620 S.F. (0.82 ACRES)-43.96% - . [,�-�'�, ''.., .1 - I I I I I I -1, T)" �*, I 7 .. 0 r-- - - - - - I . ,, ..��_,__,'..'- , 4- . � - ----:---.::_ I ___ IIIIIIIIIIIIIIIIIII m PROPOSED STORMWATER POND: 11,186 S.F. (0.26 ACRES) -�%�,:�:, ,.,�:]! , I �.,1.'. '. , � :- I I , .1 PROP.111-1 36"x " TOP SIGN 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII I �'': �. , , � I . - � I I-�!,�,.�,,� I ,�':"."I , I . A u 8.1, 1 11 ! I 1�..,�. I . REMO E AND REP ACE ' . I PROP.R3.2 30"x30""NO LEFT TURN" GN 1"=20' PROPOSED IMPERVIOUS AREA: 45,408 S.F. (1.04 ACRES)-56.04% , .",.... . ,", I I ..' . I -- X -_ � I .''--,"',,, I ,�",IEX ITI G CON' ' . r R35' 0. ___7��,�, PROPOSED BUILDING AREA: 9,973 S.F. (0.23 ACRES)-12.33% ., _ ' ,�I r. �:��4,I 11 , ETE DRIVEWAY - - I � .. . PROP.24"WHITE I � .:..,".-1 I I I I '.' . I i:- I ,!� IN , I b PROPOSED ASPHALT AREA: 32,466 S.F. (0.74 ACRES)-40.05% 1 .. � ,,�,I - 11 ;1'... (PER FDOT INDEX No.5115) I .I , . A. � . . . I � � �:_,._y I I I I I� I I . . .. . . . 11 THERMOPLASTIC mom PROPOSED SNV-DUMPSTER: 2,969 S.F. (0.07 ACRES)- 3.66% I .""': : I . .. I �'� :.:,I � - --- � '. . .� .. �'�,,7 STOP BAR - . � I I , , ,"- ,, ",'' ,,, , � � � I ."':�,� i`,:,"�11 I I . " '' , ,� ,� ,"","��,,',',,,, `Wk`�,,'�',�,z-,�",'��',"'-',",�-'�"',',��,_� ��:I I . , � . ,- . . `�- i, ,-,��ll-k�,,,f,��",��,,,,,,,,,,�,,�� , , , __,�� , I _ , _ , "I", "I, �'Ip 9�4Y�,:,-",iil', le,P� �� <��"_', ,, i ,�, . "�A ....... " """,�,-"""""�,,,,,,��,�""","�,��,"", LEGEND: PROPOSED VUA: ,-, I I - ,- , ,,,", , v,,, � lIzz"",,", , '' I 1, "I 1111�1 110g,,v,,'i��,',1�11�1 1,1'1'� 1, I I ""' , , ... ' ' ,_ � , , ,� I - 0� ,�,, ",�"",-�"`,��,�,,, 11, "'1�11 %A111111111111- '' I I ...� I , ''I, � i,, , "_�,,,_� � "-", i" "" , I I 33,336 S.F. , �� , � w"I"',��. , ,,, "I� ,:"", ,,<,,----- i,,iz '' 1-1111- �I ","i ,--,-- " , " ''I'll , "In- . , 11 , I INDEX No.5 1b) , r ��"i_� ,:�, ....i�, � I t I".., %, I RIGHT-OUT NLY i .. . . . ,,,',, ,., , �i , � .,� �� . 1, ,-z P j,6 ,�,-">� -� . 4 .-: I'll --i"I", a', i I , � ..... _� �,, I" , , PROVIDED VUA GREEN SPACE: 3,935 S.F.-11.8% ,-, I I � " -,�,�,`, , , ,",'� , I _� ' , � ,,��, � j�_,"""i,"�,�,�',',��iii,�,�i ,i_�111 , . I I , �i,,,, , I , , I ,�, " � I ERFDOt q�� ' ' ' i�, - ,, -%ii" ", STORM SEWER �g, ��- ,", "A I INDICATES POSSIBLE �, --- _____I �711", m I'll�i,�,,�'," '' i" ,,,, w , , ,, , � .�l % .. I ", I tl� 'y " \_ I , � I �_�.i"', . , , i . 11 . ., ,�-,,.;� 4 ,�, . , ,i�..... `� "�,"�""'�,��,,,,""-,',,","�,' ,q"-, ,, "","'111'��' "'S, " ___ �, �� R"- 11 11 ,�, - , �, '�,'","1,'�,��:,�'�,,�,��,',,",'�, ,,, , ,J ," ,I 11. ,�� , "' i�, PROPERTY LINE .:. . I . "5,5 -"":z"`-""W ��4 � , � I I 11 ,-�,,,---,,I , , """, ,, ,1,'I, I ��, _6"11"',", ," I ,_ ,11 111 I " ,,;,,, ,��,`,"'j i, __ "r", TrER " , 11 ��,,Zgi,,i,z "I',' ' I !NII`51'�i,51� �"�111'2'1'1'1�11'1'1'111�, ,,�,,,�,,��,,,,��,�,",,',",��,"", `,,��`�z�,�,�N� "'�..........,! ....� "�, I � , � ,",-, � � "I , i 1, t . , 11--I " g,,,i�,,, �,`�,"'1,i,I'� I g""", - "I ,,;1',i`�2_i, A- DRAINAGE EASEMENT , , f�;,,-,'�'-Z,��,�,,,,;�-,,,�',,,'��,,,- ��,,��,, ,��`� ,� "�i_,�11i I , , , I --,-_ . . �d . I"� , ,, , ,,,� . �I t,��" I 1 I ,"",I --, -�-,-a-,, 'I,""I"', � 2 , ,, , I, "1, . , - -- - "�- ,-,--, iii I" -" I I i,,�, ,�,�� ,, ,, 4�� ," , I ., .. "" I I \ , I . 111 1�, ,,, , I I 1. , idl s0i ii c,'l .5, ii�,,_,,, " m ,__ , ��'111'�'11� " � REQUIRED PARKING SPACES: 1 SPACES/400 S.F.=25 SPACES " I 1111111 v,� __ __ , "I" , , , I �-11311'1111'111� , � I , ,"�, ",,`� """,,�, � , ""� i�l 1,111'11,`�1'1111`11 50 - I '.�-��','��10 TIPI/ . . �," .k "I,-,-,:::_v-,,�,m ,I % � ,��', I �,,��11 ,i,��:� , -, A 10 I", 1 1�) , � ,i" �k1i I ", _0"il 4 t PR m4wek%,-.""i!,��,,"XI ,,I,,,,i�,�_�, 2,10 21'1111111'1�1�111"��, � "i"'4"I'll --1 PROVIDED PARKING SPACES: '111�I'll , 0_6 """"", . _ - , , �: , I Qp �, ,��,,'�A _ _'�_ " , ... ,, � ,1 26' 10 i - I ( "�,�''i",z,��;�,,'�, 146111 1 .. ". � I , � "' I - 'D'Ct ,� Z,�,,"',�ix,��,4i,,, 1,,,,,',��',"'�"',,, ,�"",�,," ,,�,,,,�,""",,'��,"'ii, � , , , :- ,"�- ��gw � " , III , NG TREE(REFER TO SURVEY) � � , 3 "\ � � I� I "m ii--111N ,,� , -, ,_. , ,,,,,,I EXISTI PROVIDED PARKING RATIO: 1 SPACES/200 S.F. g two trORK!, , � . -1 ,1;�,"I,',,' I �49 .... . I I , 'm �i I , 1� -1 -11 il � "", ,,,,, `��'i� bo� , 0 % " 4 ."I�,I I '11" 11 I" I _ I.��''0�1, I 'a" I I ,I \"�,��`�,�" , , I I ii "m ,\ " , ', ,mi I 1�",?""""J�\i,i,':i�i"",,,, , ,, , ,!�,�'_ ,,,�"", ,, --,,,� I""',,,,,,1,,,4,fA I , ", ", S` '%,��1111' III ,, zo i " 3 - _ I . DEX,t_ __ iii,_- !"""",iti �� . ! I ,, , ," p,� , -I I , PROVIDED HANDICAP SPACES: �� " , -"--- " ," � --xii---,m',,�'\' I I �-,. i I . 1111N ,i;�\p,\�g�---�,---, _', �--,-,,"", ,.!i,�,"" ,"'I"RE, '111'11'111'1'1� ,�,-�`,�,� �,,,�, � , "8 4", `,`�P�11111'1 11", , y gm ""ADING N ,,,,� _il,__ \ ,i,%'N\",�,,,_,,, �, ' ' � � W , ,,,,,�"",,�_1i% " , D BUILDING , M1111 1, � " �, ,-,_p,�, K" I w ' -i ' ....I _ I I " ",,, _,,," �, ," 1�', `� \'," '+�......�,,, �,�'2�`,`, , PAVEMENT" �� -z" �' ,, . " , \ i,-,,,""', ') I I � 54' ,� '-, ��","�"'�-',',','�,,",',",�,', ," PROVIDED BIKE RACK SPACES: 3 � ' ' I ,j' AqCESSIBLEJ ��, li�i ,gv,, '_ ""I\ I, "I Z' �, "�� i , � ,�, _� , \\\�k " , � 14K,"', , " I , \\ I ,,�, ,\\ , :, 11 � i , I'm , " � I ",- , ,� ,�,,,,,_ I 1- P - -1 ��I, I , , � ,,"'M - ,, 1 - , X m , '_ ," " <,�� -4 .l." � ��,, " - W/D�ETECTABLk�W�AR�I'N�G �'�",ei """, " fill R, i - __: 1, g, I I , , i md��"�`, , I , -1 TYPICAL PARKING STALL: 9'x 18'(ADA: 12'x 18') � ,,,, , " ,,, , , " 1�'�",ei I I `� , , , �Z�,`,, , "�, �1'11111,10,� i�� ,7 '�""" '� ,,,ii�',� ,�,,�,,�,��'�,,'-,,,'�,,�.",-'-�'�,�� NT_ ", "', i %, � ", " , 0...... ,,,',',',`� , ,I I 77,'T_,�� ,�"""', -i"""', 'I ��,,� , - �, ��` , 111i'll I ., - � \,, F - , I I'll '' I " ff I'll- "I I " 11__"� ,"m- , i", ,� i �, FDI -11 - "- ", ,"�'\�' �`_*.."".' I III i , - �1 24" 0 8 I R1 5' -/ I"', __'"`Z , " I ,�',,`�',, ,,,,,,,�z I I - . I I "" 1i ",-""! , , �\'_,....�, -, , _ ,,, 4 '11�1'11'_�ii, ' 'IN i,_ I� ��"� PROPOSED ASPHALT PAVEMENT . t. �......,j , " ...........i,� h, , ,,,, �,i,,�, : I '' !��',"' 1,4001 I "1, I � ,,,�,, ,,,, "',z'' �z ', i- , IF --n ,� ,,,,%,"�,`,`�`�,,- I I I I ,�'� "I I (, ,.:� �I �\ 1 "I'll'I'l�","'',.""�""4"""""�, i�i� I Z,,,- ','I 1'r-� ," I�i i ' ' � � I I �,,V��_ I I I� �i""��',, 11 .1 I I , I I ":_e"',",I'll", 11"Ap, "I I 11 , I , - g "' 1 . ,n � I I �''' " , - I I '11 4.- " -1,11 I �i ,,,�, PROP. -,�M �� ,,'�, - , " � I PROP.R5- 30"40" I , " I 11 , , � , � , I " , ,I" I , '�,� , - � . , � , , I , , ,, X �",�, I 'm ""' , I 0 , �, ","; ,,,, , - � � I- I , _� ,,, � ,t., ,, - I �, �� I � ,11 ,,,,,��,�,,,,v,,,,,,,�, � . -piimkim'�',�\\','\ CURRENTZONING: CG,COMMERCIAL GENERAL ,�, 1[ q NOT ENT R"SIGN �jl 1�11i�_11',_�, �" I - �, �,/ "�' ' , I ", -,-- I -11, I I,'�N 10 �' - I """, � , - I it 11 ��,�'�...... � �_ ""i''� '_ � ,ia, ,��_"",-Z . , I 11 , ��,",�, --",:�;,� � ." ', I, " , - - ,; 4 t -- , 11 I TJ ,i',,,,,��,,-,, , I ��,,',,,,,�_,�Z�i C " , I , I - 11 �ii�' -- , - I - "I I ,�\ �Iwl � , � " � :�:: , 1 11 �1, _'� , I - , I I I 1.1�; �Myr,��A�, I � , ,�`,' , I \ \ ,1, �� , \!g 1, I " 1� , I I I � , , , I11`11'1.-_'- I I , " ��c", "'g � � , ""', I F 10z D HEAVY DUTY ASPHALT PAVEMENT I. I III I ,r111 I t 11 " ,,,,,,�,. ""�,, 6 , I ",11,1,\\1,11,�,11 I I I BUILDING SETBACKS: .� . I - 11� �, , , ,,�,, � . I - . ' '""''' 11 1�11��,�'� �, z�,,, 11�� i,��',',,_ , ,,,,��,,� , ,�,, , I U) cn . -.1 1� I -, ,,,z" THERMOPLASTIC, "'� '', � I 1,`11 i � I ,�, " FRONT: 0 FEET I -.Z I ,I ' ''�"I � I " I " ,_ " ��'," ',-,,i " :, 0 0 ..... "I � , I . 0 ��1, I 11 ',�_ I I , I ��', - - ***'**** , : :: :::: ., .� - � 11 I ,� ......I...................... , . , I I I I I a,BIKE 1� ',`,,� 1,"Ili I I I I . . ........ 0 FEET , . . .,,"' I t) 1�.. , I I 1 . I '�,'a",,`i` ' K U�,'�,, '1� " 11 ",",'� - "I , � , � ,t.,,�.��"., F= I 1,�I,I !r \ 1,,.:,,,ii � , ,�',, ,`,�-',';,000 BAR I 11 `�,,'-, -, , I I � "", ;j _� ..- PROPOSED FDOT ASPHALT PAVEMENT SIDE: . . I" "I. "I " �11 � - W4 I 0 :,,,,:�` , --'-i,t,",1,',,','-��,: I �� ,'�� ,, _ I .. I �� I I I I � � �, I". �z ow ,I I I 1�"�i � 11\� , -i",I'll", I�� .� ...................".'....... , "_ � - .",I 11 I i � 1-11"'i, " �, . � ," " ��11 I (-i Ni REAR: 10 FEET .�. , :R U) I I , '' '. , : 1, � " -9 �j .. 1 . . ""'M ., 4 m I uj' L, I I . I :�� 8 T, -F_ '! -11 I SEE S -0) . I n \�?"-\Fi -, , , - '-. �, :.:,:.:,,�I 11 e C3 1 IE STIN 1 -7711 11� �� (6 SPOTS) � \\ " � A .. . I 1 ", -1 /.:,..%,' , - - A1_1 - �.__.m�� 11 1,I 1,HEET . � . . I - , 1- I, 1`1_ "W"', � I ' ' . 4 .. I � - 1'� '' .� _..� 11 11 'O 11 Ili, --6 1. . ... . . . - , I 1',;6�:.'j ', ., I "I', - , , -) � . I ":_ � I '..?'.1 I - ''I'll" 11 1��j,,,,,,, I 1,4",--Pk �` 1�, I t� c . . I ' FRONT(ADJACENT TO R.O.W.): 10 FEET . .:� C2 � I I I,,,- . " , I �1 I *_ , ", F"",�,'��"",�",�,,�''::�',,'� - - . - 1 C4 1 1 . - I 1%. I��"`,,',,,�,`,,," I ', I I . I LANDSCAPE BUFFER REQUIREMENTS: � - I,.,,.,;. .< 'm I[,.§"�j (Z�I S � I 79'�Z�2 , ,,, I r� rq PROPOSED CONCRETE PAVEMENT � 11 , � � .�: . I 0 � I I "�" �I u 5 ", �_="-v " � , - - � "'��A ,,,,,"I", . I " I I (� .p:i�s �I - " ��,',,� - � _ , SIDE(WEST): ` i" 1: .. .. 5 FEET , I r- R I 1_�,! ;�;11�,1-1 I ,;� �, I 1�m,�, , , � I 1, .. . �. � ' ' . . . . �i � � , IT 11 . . ,. "I 11 i ! / I I I ,", : i 11",_.':"I , , V:,,�.,.-""--1 11 I -j ;. , , _j r, 0 ,� I I I "' I'll", ", I "Ii,i Nlkyl � I �.....: . * . . . I � . . -y-1, , , i i- �' � .. ..,. . .% �_ / - Q I I I I I I I,�,,",,'%:,! -�� , � , I ,.� SIDE(EAST): 5 FEET I . I , . V) offi I I I I I I ,"I '� _2 I , . . .. . I PROPOSED CONCRETE DRIVEWAY PER FDOT INDEX 515 ..,� .. 1 4 '1��I 3 I I I �,,,:," ,�'11� I �" ��,,,i 1''. .. .� .. -:_.4 . -a. I 1,1`1`11 1. 1. �- al 0 - "", \ I, 1i .. .._ ;�� : . . . .,�.. '. , .1 1i , / , - - I '' ,,,'��", " ,,I, " , ,,�, I .I 'd :� REAR: 5 FEET I r,.-'": I � -.:�: I I 1� , �: i" A � : ,x . �:.`::..:�i., I 1,"'...1.11 I 11 �� 1:::� *� " i, , I "', , :�i�,,',' 1111, I I ��,"1, ,�,&�,'�. "'R 11 � , 'd I'll -j,r *'�'Iw I I , ,, - "I I I ,in � IP 6' PROP.ADA RAMP , , ,,, I , 1,� 1,'' , 11,',�_ �, ... .T I I - 0 , ,'� 'I, '' ""I I ,�, 11 ... ..... -G)PER FDOT ":� 11_� , I , -I Ii .'�'.%:�'jl '�, " ,"', 1, , (CR MAXIMUM BUILDING HEIGHT: 60 FEET - - R, , i'l I ��,-1""", " , , , """' , , , , ." w - �N�111" - 1111�1 ", ",-`--' I .",.: �1. -:, ., .I I- ,,�, , " : " " �� ,",", " PROPOSED PERVIOUS PAVEMENT , I.' "..1, - - 1, , I 1, �,,, I I 11 4111, ��"11",_�S,111`��`�`�ia,"I"',,"I"I",- , . I 0 . I I I , w PROPOSED BUILDING HEIGHT: 28 FEET ... , _ I , , �, Im : ";��%�;;", ,"'��gg ft �, U- I . . I - ,,,, Q� ",� � , 0 ,, � 11111` , ;, � I I'll I ,,- --1 , , , ., Z, �:,�,�� : ".� I I I, "110 11" I iA 1,� """ ill I IU- ' ' I �111 1111,,,IT It 11), n , 6 i, I " -�.:�� -I . , � ROOF I �". I , jj co � '�:`::,� I pkop�CONC�'ii ��,,,` ,W 111'', I I m � 11 I I -�_,�:-.�',�.." I - / I 1\111 Imm��I� , I � ., I I I ,,, .� INDEX 304 ,�," ` 'I / , . 11 "'I i , - �� v� . � I , " ,\�4 I 11,I I I III L_' \ml-.1" II 9=4 I . ilvlmo ,,�� --.-,-,"",',",-1_:"It :"�.1�� 11 I." -� I , - _i__� ILU , , I ,iii, k 11-1 1\� <_Lj --,,�,-,-'�,'-,,-',',,-,�z"""�--,'�- _71- . I I �;_ . �,i ,""i,` PROPOSED PARKING SPACE COUNT _ ,"i ,v"h" , " ',,L"',L a- - .11 I I I ,"', , � , � � _-, / 1 "I ,k____`i',,, .< ",LL, -L, I - J",�,�'L"':J! I I I L I " I , L, �, t -.11 Ill , I I I�1�I� I 111-1 I u 1� I � ,,,, ... I P, I i 1, , \ 4 ____ ."'. �, I , - ,�vvnr_r_6q I wr 111,"t, -1 _ , I (j) . I i:..-��,,�.:",-.,`I ,, & 'I'-,'- I ; I - 11,", , , � , . 1� � " I I -�%,,,',',�!i,k"'n"iT I I 11-i!i:::L" ",t,, ", , , , , L I �" " , co . , �', I 1-:-.,.,1: I 1 � ,,� L � �_ I I � , N�e. .. 11 0 ,,:': . I _tlll "�"`*"j"-N I I . \ / = I "' : , I YPE 'F" CURB , L / 11 I 11 - � �' PROP,PEDESTRIAN ? P, SITE NOTES: 1-_-.1 ' '�'' � , " 1< , fj PROPOSED LIGHT POLE -- - I ,� I h' -`,"', � I , . ,, , (TYPICAL) �:.j"', I ':� I 11 11 . � '9"'i ," 4 L L ,/ I_j - 0@0 11 . . , .L, 11 I I �_ � -1, ;z I 01 . � . (REFER TO PHOTOMETRIC PLAN) _ I ,- ,- !�,,:,'� � CROSSW"?1'� PROP.LITER RECEPTACLES - � '.� . I I � ,,_, i�,, . I . I'-] , .1 . � . .._, "I I ''I JI I I . 1 . En 1. ALL DIMENSIONS SHOWN ARE AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES Z;1' I i,-......I�,�: "I�",,,�"`- ,�W ,, !� ""\ ""' � I% I �.�� . I I'll f � �'j I 1� *--,-",",i,",,,, � ' ' ,:I - q I � _', � I I I "�, 13OLTED TO SIDEWALK (SEE IW�k�_I, , `,,�X, I I I z . . I �111`: I I .�11 EASTERLY IR/W NE :�,... 31,11'�,11 I I _'_ 11 &Q f-.-) yogN � v .. PROP.TRASH ENCLOSURE .. � , , 11 1, I 1 -122- " , 1, � , I --- PROPOSED FDOT TYPE"D"CURB DIMENSION IS TO BACK OF CURB. "-,�,".,;", Id /�'-.,:1, OF �AYPORT 11AD �.1:-, � "L I 11 .- SPECS.)SET CORNER OF -/poll LnJ , �`I � v . T T-4 FOR DETAILS) 1,� � - I I " , 11 I 1 :cy"...1 "`,'��'11, I 11 , I Kt , 11 I � , (ST*TE ROAD A1A) 11 ill�.�\I.". --�� I CEPTACLE TOFF FACE kSEE SHEE ,: , `10.811 I ,,'� . I—- [D , 11 i . "�'L'� "' I L I . / 11 - ; ", - I , / 1�,��:L'�, ,, 1�1�","' , --:: .... I . ./ 2. ALL RADII DIMENSIONS ARE TTO FACE OF CURB UNLESS OTHERWISE NOTED. - t,ji PER DEEP & FDOI 1.1, � I I , .. . OF STOREFRONT&5'OFF OF . . CONCRETE , , I 1.,-,1:,L.�,.,j , /I ��:., ,�, ECTION 7T30 1 11 L " � ,� 't i�- . . �\�, � I I -_ (TYPICAL) .., I , 1-9 I :,�, DOORJAMB (9,9 "',"i" I I ' 11 I , , '� , I 'ffi'L - " . _ � I I ," - & . I��.,�.`..,.:,.. I I I '/ ,�,I 11 .. ""' , 1,, — 73 SF) ,_ z 3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE"MANUAL ON /I 1�'�;,,�41 .:.:��:":,.. , - "I ""', "V",� " '. : �; \ / I I 1.":.,t'�.,�-,l 11 . .. ': I '11�\11 v �11 I 11'� ,,�:: 11,�, ..;,-;.--. �/ 1 .86 AC ,,� ::� - I '��,��,i�_�&-:- -�-,- 4,%r"_�", 11 . . – "Iffl," L �11 I I I 11 i:z.�:..:::- ,,"",, En �, I , SITE AREA = + , 1-1 _1 UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," LATEST EDITION;AND '. _ �, 'j"0111 . I , .. 'L'�,'� T I",,,�, L_ \ �§�'L' ' L ' L I . � 11 . _. I/ �� , , I "" ,I I t I '�" ' ' ,I - -,- " . "11", '', I DUVAL COUNTY LAND DEVELOPMENT CODE. ,��'�1,1�'ll",�";",,","��"',L 1, L , " " I I I I " . . 1--_._ .-� 4 , "� L' , I ��",,��,%i�,,�,,,�N�"I'll 7 . .I ,��' I I, � ... : i�LL . i,,,,,� - I '" ", . I - I I "I . ,, I I I I I I "I I I I _.. - –.- ,I LL ", I ","I � , 1�11 � I 111,�,__b 1" . FFE = 15.50 zzll&�I I I "'" I q I .. - ,I , - , , - 1, I _..,... 11 'L�",""�,','� , �, '� ", , '', liz,� I , ,,, , - '�,' .� I,,,,' .1 �,�,' ,� ; , '', , , ""I", � ' 'I - I / I 1�'.,�'.,' I \ ,,-".'i,,�,`1 "" . , � .1 d I / , ,:�',*,, IR L \',,"�`i""`L � 1� 1� '_ ......L ;`i'- I , I . .� �' "�i], ,',,�,,�' I I --�"','� . - "I 1, �PROP�,�'�, CITY OF 4. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES,AND SHALL BE - - , \ , . �,,,,�`: , ..�I I , i -; * w "",��,,� ,:" I I , L ,_� � I I , "' LL .. 1, , ,,, I - / , "" ,, "I"', ' ' I 'L ", ", I , , � �, � 1�11:�I J'L��",�:�':�:jj I , � L , ,�", �L�, __ I TYPE'O" I �' , I I ATLANTIC BEACH � PERMITTED SEPARATELY. 1 - 'i, �� =� I , . , LL '� ,46 """ 11 CU'RB' Lu " , &A ,""", I ,� �� I � �,' I ,� ' ,I ,_ � , ' , ., , I , I ,, ' �,�, ====:=IP I , , , I , I 1'". ;�, -1 I' U- I " 11, A � I I I ",`�',`,,i""""��""',RYIP)",z,z, ,"I -.1,�. /I , I 1,_ _1 =) '�!`''�"�"'� �` L i '�'� , 'J�L,","":� , � �, ==�� 0 " : , �, I ,:�i I � I I L I � RE#169398 0070 _ � r.".1"A � , ,,, I I " 1, I'll , , L'� �' PRORADA , X,�� "V"ii" ' L�J.k I .,"".) m , � , , , I .. k1 .1 I . ,:'Le!' , I I I � � , . b, 1 5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 11X11 ACCORDING TO THE ,.'� ', I, ,> I � I 00,110""'Aw"i", �', . I !I ,/� -1 RAMP AND .1 -1 < I �, " I I Lo , " 11" , ',"',z,��,,, " : FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120077, PANEL NUMBER 0378,SUFFIX H, 1�1 , ''I 'I I L'1'1'1_121_1:�__,�",-� I . � 0 1 -11 I�� .�-�`_'�j \ 1�1__. I 1 1, LANDING(TYP) I'11,1'1,�'X I , 1. , .1 I-,'I i"."I'll EFFECTIVE JUNE 3,2013, FOR THE CITY OF JACKSONVILLE, FLORIDA. , --1 , , ,,_; ;, .� I (n 11: � , < . . .1 . C3 1 �1, ,; "' , ��:,�:._."'�".-'.1'1: PRORADA �. 16 f!,,',,,',',,,�"",,�l,'��"�,,,�"L'�l,'�,',,�� I _ . , _� CM,.�:,.; $ --I 1 '.., - "- 'e.: 1 , I "' '> z _`1 I[_, I 1.,�:�,l 11 XISTING I , < PROP.24"WHITE I ...... - - - - : ,111 I'll, , , ,:. � - - THERMOPLASTIC ' , , , "I M 103... -- N, I .""',"] I Ill. . _j 11 z Z-4 a PARKING SIGN I �,�, I � . 20"OAK � I 11 I 1, It- . 'f-,.,.. I � I [�--"�:..,,,:,-i I - 0 (TYP) ,, , �,t,,1,110 ,.,�-._.l il '.1: �l \� � - AR I �"_, -""""', EE�� I �,;,�,", , I I k ,' � . REMAIN ' ' I ,, STOP B I I 10�' � - I -11 I I ",� I I -- , L , - , =� - j 11 I -1 "��,- I 1-1 I TYPE I' CURB 1',,:' : � , I'll 'L ,,�,,I __ I I ,,,,,,,"',I I I . �,�,,,�",......, I - � 1111-1 ,I N) . ,>�11111111, � � I . :. - �11 1, : 11 I -,I' I �_W�l I � � L 6 , '14 —A - . �. I 1, ,�: L) �J,11 1,.�t - . -I L LL�'1�,,�,� Al. - . , ,1,-�'-'�'.� I V,:�- I (TYPIC'A \ , f'j N , , 82 � . �: � �. I � I "' I ADA ACCESSIBILITY NOTES: I I , � . . I ... . . njl ' I -_ __j ill I �,��,,,i` : I , , " 100, I -._i I ', . �' I' ll ,,,,��-',,,,i��' '!, , I "-S"-,z 0 ,,,'' I , , , , I " ' ', ' 'I I' - '" I t �� 1�:11, � � ii I(D 0 11 "',,�',, I `� �il�i",,", ,", � , b ,� ,, —� :, ,;.� ,j i �Z' , , I �- I,I, I I i , _'� - , ,-, I'll ._,�"L. �. . . "" , _ I L' I k�,`,iu,,�"s, I 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING I L"I �_ 11 I I I I I L 1� - I'll' ', ::I I I . 1 C1 jN JbXJb' "" I 11 1 , I 0 . .. ,� 11 �z� L I :. I "I , I L ""i", I -1 I SPACES SHALL HAVE A MAXIMUM OF 2%SLOPE IN ALL DIRECTIONS(THIS INCLUDES RUNNING 1_. " ji `i% I' ll -i - .1 ��,� , I F I� I L,I I At LPROP I� ,�-,, , I I I I I" ., MAT I _ .1.�.1 I '�`,,"",,"��', , I .1 I. .1 0 1 PRO K.3-3L LEF I I URN ONLY' zo 11, 11",F- ,: . _ . I ,,� EXISTING . . I � � , , 'i, -, I - ::,.�'. , _ L � I .';�,�.,.I I 'i""i" _ii, I I 11 I - I " � SLOPE AND CROSS SLOPE). I SIDEWALM ,!� " - SIG 0 X30 L Ili � 1 6 1 1 1 , , I'L � "�i"$""�,f /� ,U11�1 I 0 ' , "" L ,� _ 11 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO THE BUILDING ENTRANCE L'' - , I'll I - --- � z, I '111", I , �:',,,,, , �,k,"I" ,,,, I I I i"Ili" �,,:," ,�,�,i I , " ,,,,,,---,,,-,, 111`,'�',`,`1 1� �..: .1 'WIN_"_1 I I I I I-"I�� ,�,:-, "I�, �� - ,-,--, ",�`ii-i I 11 - , , , - "I , , , ,,, .. .. .. I 11 11 I � I �"' VIR"�11`1110� t' 11"i,I , --, , I MUST BE PROVIDED.THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60"WIDE.THE RUNNING , 11 i PROP ,z-,-- ___R,9 , I I,,,, . -," t ......�-,,_,� ) 8 1 � �:11, I , , " , ",,,,,,,, j 11 'i'dzw, ��` . - � "�,�lli 1�,, I I - �"' I�,�iqm, � �` ' I I 'S 1,"', , L ,�"I_", ',',��k�11� i", , , 1'.� " AC�ESSIBLE RAMP CR.F- I I - 1111�11_ ,11��,��`11'11 t ,��`,�",��', '' 1-1 I "�'X I- . I ' ,"� - 11� I I "i' �_,. I I � 1. i� ,:�:- ' I - I , ", �_, ,, , ,, �,�,, - , 91 77,�F,",R ii�,�,1. I i , �77 ,��`,,timi&�� I "_'�i"""_ ...... -LL " 111'�,I I I ,,'� -�'-1 W/DETEICTA13LE�ARNING: MQNUMENT ,�, - F,",',iiii"�� I "', "' I �, - - 11"", _,il �''L_,'%;""� SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5%AND THE CROSS SLOPE SHALL NOT � ...�"��g , "" , _ � I I Li ,9, `36' - I I...11 I , I " "�`,11 1, `. `tl-,� , I I,1',"'_11�1 L I , '-L I, , 1� , I - '' I - , ' - , 1� ,,� IN , ' ___ I I " EXCEED 2%. A EX NO.304 , I $ 1 SIGN \ I_w 1��, 1� I , 1� ��,P,', I I �`,�_,,:,�,�`�l I "�'SOR CE PERIFDOT IND NO.304� I R4'em-m- - " , I"': , �, 1A I sm, "I",-11 -, , I I 1. ,,� 1�,1111 ,:,� rr I";,": ,i,." ,;",: _ ,,, L Kd' ,� �i�, 11 , , ,;",: " , , ...11 I " ��""",, I -i , . I I I I ly I I ,, iiz',�, ,'I " 011",`,`,"""'-, '�......."""""'', �, ', """,""-,,L"""L�,,,,,,,,,,�,,�,,,,,�,�, " , � , �,,�,,'��,,l I " , �'," ,"�,�-,L_, ' - . � , , �, , ," " " I . \ � - --� , "< ,� _ ` " , , ,� "�, "�, "�, "�, "� " _ � , ,�"gii ;, -,, �, ',,,*�,'��', 'L�' L -,,�,-, I I -11�_ 3. SLOPES EXCEEDING 5% BUT LESS THAN 8%WILL REQUIRE A RAMP AND MUST CONFORM TO THE , � ,k�w, , , _, -��---� , ir ,�, � �� _ ,� � I , / ,�, � I - , L, � ,�" ' "I , ,��\, I . - ��. .�� -,77, 11 � � i, ,,,,,,,,,,,,,:�,�,,,�",�,i�,L�,,,��', 11 I , . I I "m *�7� , J.- ,� I " RMF�7 LZ, . ," ,"' , , , 3�-,, _ , , , , , , , ,�.. , �7 / " , � , " , , , L _ , , , , � - 11 - , ' ,\ ,�' i V N04,1111,14 I ,,�'kz ", ,,, I :",1 I: r� , I I ,, ,,," ,�, ill�ll,�', ,�,��_ , ,� ' ", �,� I 11 I 1��I" 1, 1, I , "�i _1 �'L4 , ,� " I I "'i, lylt�_ ,,�,`�,,,,� ,�,',,,�`�,� 1, , L ' ,ii-,��M,i',A, -,�' ' , , " ,� , , �'� """,�i`L , ',�'iz,i , �' ��',,�� , �L,� """ ' "", L , ., _ , MK,'',,�,i,\ L \'11 jf-"": ", -I-",:" ,L , , � , "L" ,_",� ` ,,,,,, L , �,`__ < REQUIREMENTS FOR RAMP DESIGN(HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN ,, ,ZL " ,ZL _ ,\ � ,ZL _ ,:"_-`1 I I I" I 'y':", ,,�"";,,,�, _ '� ' � I ,,�"`,i,',,,", ii""',""',"', � ", I 1;`111 I -�, ,I,�, ��, 6i,,,�,,,,,,',1 ��""�,',,��""","�,,�,,,,,�......i,, . � I !",� ��",�,�",�,',��L",�""","",",L""�,,,,, , ""i"i , , 'n , ---�jw�pn---,, , " I ' "' ,i,,;'� L , -`�,I _ , �,- -3 *a,,� ,� " "I L I L i,'�LS' L ...... "�"I\k�",,"L�,L"'L"L,L i,L I L � 8% RUNNING SLOPE OR 2%CROSS SLOPE. I I -I—% I - , ,�, I '-, �L �'L '�'',,,,�� ' � � �_�,�� , ,_,1. , " ,,,-, , I_,:: 1�_ , ," ,,, \g , '� ,11"�,I I "�il I -1 -� _ ii "I, I lax, ,�,,��,"�L":,4,� i,�, ,,Z,�',��,",, ......L"" ,��, , " ,-i ........ "�, i, �'' ,'' R61� 7" ' ,, i",_`"_-4- i I " ,z'? , , � ' -, - , A i _ , ',�4 - , , '' I I 1\1 ,, " , �i', i,�,%'�"':_o!", �"* I ,,�"""i, ,", " -,�......��q 11, 'LLL,L 11 �;,:�,,r,�a�m"",-,�,:",�",�"""�7,�,,�,,�",L,i�,'��",�",�,��'��:��L�"",,,"��,��'L" 1w,-"I--",_"""El", "LL , ,, " " "i N """ ", , -" :., at, , '4\�\��\\',�,,,��,�,�-��i\\�,,'4"��',, �',,,,,, , I ,"" � - L. : i ig, l�\l'-'lP,,,� �",�_", _,"'ii� �,�L�L_'�L',,_" , _.. �_`___'_`_' , � i��"�","',""�j�'L -----",�,--"",Z--�-,�,��,\,.', I � - � TER 131 I I �,,� :�"'L�'"'_� i'' ,t",� "'� " L I � 7. _ " 11 , �L :' I I .;. � "'i,11 ,z ", g , ,I 1�1�m Ull, ,,,,,-, , , - , ,,"'�, jk 11 1� ", 'L , ,_:Li�', ", ,, _ _g� I ,,, j �*��,ffi , , ,10 ii�'�",`Li' 'L " 1.� i", , , , 'k � �I`�'� . "I 11 ," , ""I ,:,:, 1-. f'..� 1i . , , "r L � ,,,� \ F.Ill , ,� , _ - . . 1�,,��,,,,,_� , I ,N, �C� @ :1.I:"�.`-�'-,, I I -0 �,_, _ 'j i, L . m , " , ," , " ; I . . , I '' "'' " I I ' ,�,,\','�'L ,. " "" 11 I ,, , �I .1 I " L' ,, ,, , I I J//, I 1A � "L L , 11 I L �,,��"",�:L:'�:," , , L § �Nmw,,� ,f,i, I 'L - "I' .�, L L,L I I L Z'�I'll, qn�,,� ,N,",,�,',_ , , " L"4� 4. IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE RIGHT OF WAY OF A SITE THE � , im � --- -- I � �,,,,,,,,� I I .11 i " ,"', \"in� . ,� " , -�-_------:, , ii�'r� ':"I, "I,�111�11,�'pjwzziii,',�", , � I 4 XA! "'" , , , �� , -, , I I . , , , 'q� -�,,,,,� ,�, � �,� � , " " , " I 11 I L',' - A � r,lnu I VALLEY �UTTER *18" �1'1 ,� ��', "', m'__��\ I" "", , ,_:"', �,:''",� '�i,'' .,� ;:�.'.J�PRQR 11, �" ,,, I . CURB .I , ,;g ki 501i,I'll -,, " � 0, � ,�, ,',,�; �,�,,,,,,, , "iN g, - L "i"", , ", 0 Ig" , ,, "i ,� ,,�_' I RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5%AND THE CROSS SLOPE SHALL NOT I ,.1 It , ,��, -,-,"'4-,"3� ,"", , ,, " I k -_ ...:-.,/ -1 (4 -,STAI�PING " �", -L �� , -MON 11 " I V m , �11 11111'� 1'�1�1, .4 , ,,,,�� "I -1 ,i,��, " "'M , '' "I ,,��_ , - .1 I . 1�,� ,,,, j � , , " . ,,,, lv " , ,, "" I ��CD- ', "'i"', . EXCEED 2%.THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL , L" �;' - V� �,��,�i,,%�, 1'�`Iilamffiffl' ',`:,',', -1 �' ,,",''',�r ,��,__ . q\ ; .1 ,,, " "��!i i��i', -11 ,", ,, i ,�� L �, w ,� i", � !',-.PAVE14�-- - �' , " ''I 11 I-,;Ir , � i ,��,im, , J) I 111 I I I 1 I I N ,�� ',`,,;��_,�,T!` 10 , I I . �j , AE , �� 4 't V�, � & �. 11 ,LL 1;11 Iff "I I � , , ", � N.ff I I I � -, I ..NT I EC-IONAL" _N�l �1111 I I I , t, , '_,_ I ':"LMA,RKINGS , `1 ,� ", ",, "" 'L�L-",-""",",-""",--", I Z_ , , _ , ,,,,,, I ...L 11,,"I'll ,',_� �,'' �, �:�""',�'? , " I, i"', :,,,,,,i�", REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2%CROSS SLOPE IS MET IN , __"' � �_ ___1`111 , - , 11 -r __L_,_, I I I - 11 r_ , "I " _F i", ",__ " , ,,,�7 ,,,, -,,,�Q`i",-2,"�,� i , ��,�,,,,,��,-,,�,,,,,,,",��-,,,�"""�w"", ,'�`��,��iiz�,-,-""-, ," ", " ,,'t '' '�i'll",�ll,�,,�"I'��"WI"",'I I'll I - 1 .. I N � ,r�� 'r ,L, 'Ill�, / _ _ L I ,��,7-7 ,,,�-:,i; ,�', i"', , IL� 1� 1� / 11 " ': I -� . , ",-'�-��,'��""-"'��"-",-'L,�'' "Z , "_', 11 1, L I � ,\ ", / I I � �� , - A." ", Im"11111 4`�,,"��, " THE CROSS WALK. ii / , _j, � I I < ` \ � " � � I I / I , 1, 1�, L ; 11 I """, ". L,11 I "I t"I'll", i , W,,:, - I I"��t L'_'a I -WNDEX i7346* ��, ,_,__,,,�11 "' I� ",z ,,'' ,��`\E I - '__ " . I - " , � ��ii�,�� i- "_' ��m I I RIGHT-IN ONLY , . -',.'!,::._. 4 ij�x�',",',,,i;�', i, 1� !�'i-,"',_,�,-k- , IN I ,I .. . 111`� r� , '1�i,lli,,"",`11 I,"I�i,,i,, L , -- - ��L� 'R ...t �,A_, I M E'ri. ,", , 11 ,, I I , 'PER FDOT INDEX No,1i'I . �'.-�,.,�.-X;] , , i, , R1 00' - "a I 'I", __ /...... 1� . LL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP 4 , _ , ".,4. -, ur . - - � .. R25' __/ "" I IN, ""I " i � 1"Al 1�, � I I "I PARKING SPACES,ACCESSIBLE ROUTES,AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO , _ �--, ��',k .-�0 i;�,;,'�:,.,�,o- ,, , , - , �I -11" 11 11" I I MEET ADA REQUIREMENTS. " ' I ' L I �_, % &� I ,I I- i�"".,:. . -MINIMIUM Iti, ,ii: " 1,,�1:I _�,'�A, , `��4' , , I 11 ::.� �, 1 4 - ,,,',I 1, , �, I " ,� , L,i,Xi . , �,�,ti �,,,'� I", -1 I Z,m""', I -I-111. 1.111.L- 'LL"M � 11 I 1. � 1�, I. � . '1�1� � ,","", ,�� . , ;u, I I EO I I N I I ,.:",:,.,*,',,.`�' " , '' g _ , ,f ,� � ,.� 11 " " � ��,�"... I FIC TO qX.POLE , I .�4�, � L" 1117tt I , , I t " L , I , 11 , " , :; � , , , , - � " , �%.l U:� L'' " _ % 11 "'I"' I I ]'T 6. ANY REQUIREMENTS LISTED ABOVE THAT CANNOT BE MET SHALL BE BROUGHT TO THE ;"I I I [L"I _EXISTI)NG I �,, L �,� 7�',,, ", " I - I��. 0 " I, I , ,�161"Ifi ENGINEER'S ATTENTION IMMEDIATELY.ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL � W, I � ," REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL I I A. �' 11��__ , ," � i I " LIGHT POLE Q�A I , �:�, . N I � I A , N I - �.: , I - I L� I LL' 11 1 ,7 . ,1� I TORE AIN i� IF I � " ,;, I .�. 1, '� , "I , i I , CONTRACTORS COST. , , , , , , 11 11 , , I I 1, � � I MATCj,' � "-","I" , '9' I, --''i" ,,, , , , , , I I I il. 1'� � 1�' ! R25' , < � L I-',-f I I I :, ��l EXISTING I I "I . . I. � 1�.% � .� � I I I I SIDEWALK � ,,,, I I L, j I I � I I _��"I, 'I 11 I �.� I il 'i 11 . .,J� I t., .,--, I I " -ACCESS16LE RAMP CR.F I I. , I /I I :",:�11 I�.:-,�:-""" ! p 3.Fl- I :1�1':�111 __\, / L 1\ - ,I I li:�,'��,`:Tl TABLE WARNING I 1''A,I _ I I :I I , 4_ I'll, I 1� .1', ,� �:'L"`.'�_.'%'._j SURFACE rER FDOT INDEX NO.304 '* . ( '� � -1 I , ,:. 11 I I (A GENERAL NOTES: II .jl I ,/ I �_11� I I c.,�.�',�11 /" A I 1�,'-,�"':."-:,., A I � L' I , �'_ `L' .111, 1111`��111 I . _`� 1. NO SINGLE LANE CLOSURES ON MAYPORT ROAD FROM 7 TO 9AM AND FROM 4 TO 6PM. I . � I " ,/ . f,:, - I I 1-1-11 I I.- I "�i, / , , I I � II : 13.2' I , I , � L - , , t I I \ - � , � \ \ \ , " , F-,4 -,,,� 'g , - ,�-_l I . I - - - - - -i , , j, ,;%,il, 7 A \ � \ \ �, \ t , " \ � it -, I .1. \ I, _", \N, I Ill [,�, ..., . - - - - - .a' 11 2. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY I 'I 1�111 I '. i p �\ I 1.-� � - - 1 -4 1 /"' I 5 �1.11 - " � - I ::,:-�J I 0 1 I._ 7,9' SHALL CONFORM TO THE MOST CURRENT EDITION OF THE FOLLOWING PUBLICATIONS:STANDARD L 1p ,�� I :� �,�,"., I "A -- - - 11-11111111-1111 --- "I 1 L', / � �" . � - I I 1, - SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(ENGLISH); FDOT STANDARDS INDEX , . -i ' 19 I � - , I . L - - - - - - - - - - - - \- - - - --- - -- "', -1 I , -- Ill ,,�,��,..�_,j i (ENGLISH); FDOT PLANS PREP MANUAL; FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW 1."L.,!,.) I I i � X "I, I , I .1.� , -- I I "." .. - 300.1 1'(F) � I --�,,�." I � . . \ i, FL A I i I, .:_' ,� , I I-.. ,,__;�, - 300.00'(D) . ,�11 CONSTRUCTION AND PAVEMENT REHABILITATION , "I ,,,� ,,�: .� - I "I I L i I i".-I I I - I , . , ,J� � 1, , �, ' 11 0 (BEARING BASIS) . � I'. , /1 �. . .! ,�,L� I . I , 3. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT \ I , I I �, �".it .1 I .� � F 7 " ', ,<..) ,I I I i , � I � c' I \ I 1, 1:.","A '/ i I I I.....,-,,,:�. �('r / Ili � , .., 4 , I I , . .1 11 "f""','111�) I �I S88-17'50"W(F)(D) I CARD RE'ADE.R -- OF TRANSPORTATION STANDARDS THE ENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER WITH ,I , - "'I 1. I , 4.:_', I ,I ____1 E""'] "I":1 -,-- ______ , THE DEPARTMENT'S ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL ". �! I � - ,V.1 .� % ,"..,�� i ', (',�",-,"�:.'l ,� 1i I- - I , ,,,I*_ I I I [4:�-:","-, I I 1 . �__ -_ _211-11, ___11' Al �� ANYTHING LESS THAT THE DEPARTMENT'S MINIMUM STANDARD BE ALLOWED. � i I I I-"' ill t ,- _ __ -,- - - ____ - - -, _,_ 11 . - ,; 1, ,il.:� � I , , L - - - � . I . . �.11 ,,��,L�,:,--,�-� i - " - - - �� 101 . ':' I . , � IV . :� - I 11 ..., . � I � � I `-' - ."", - - - - - - - _qX1 4. ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED .... I I'll . , ,e .,,,, �', ____ - -_ - - - - I I . \1 I I I � ., � IF 1�1 I THERMOPLASTIC. " . - " I 1�' .'.- ,i,�'.:, :,�� .i,� . I .�-,�":: I 1 1 /,, 1-1 . .I 11- A, CITY OFA TLANTIC BEACH I ..I - I is, � 1-11 . I . I ,., ..�I ;\x � .-,- l:-%�,,.'1-.:1$,--- � "\I, 4 L'I .,�� - - - - 5. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE"HYDRO-BLAST"METHOD. IF .:,11,-�.-11- ,,l :'.,t.'.".��L% � RE#169398 0070 ��_T_ � .. I., 'T, , , I".. .. .� I I - "'s - -,-,- __ � , , I" . I :, - I 1, - - - __ -, ...I THIS PROCESS DAMAGES/SCARS PAVEMENT,THEN THE PAVEMENT SHALL BE MILLED AND / ,,� :i_�__�.,�'� - - - I 1. - t'_j --"\ I IL 11 I ,It , ,I .. I- - __ - - __ ____- - 1i . - - - - - ,i ::�,�� 1�'.�,�".,'�;�',." I - - - � - RESURFACED PER FDOT STANDARDS. . - - - - 1: "�.,:1,.!.-1 �11 i .'-�:�'� '' " , I - - -1 _� 1,"��, I r- , " -� I -:,,,:"'��;I I_ , ,_�_, - , � , '� - -1 ` - I,,. � �... .1. 6. ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED AND REPLACED JOINT TO JOINT. I 1 - .1 ! ,I.... , " I \L_ I L . . --- I�,, "//r I��L:.� ,",,, V�', � , 01- I ,� ,�- ,3v I I--`;:,-"`;"��,-1 11 ll /I I �',, -,%,.. I ". ,.:. � I X " , \ I : %. '."' "I,--- 0K. / I I I I � 4 1��;. j:,--�:!-.','�..-:, X 7. ALL DISTURBED AREA WITH THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY WILL i,� , . . t�l I i ',�:,';_,�� " / � k:",; I � "" � h I � `_'I I / "�_ I , `,.":, "",......," I - [�, :�,.,-:_:�.,, X 1_�_ L_ - _t , ",I :,." I 11 I ,:.1 II I/ ) ........- _-,�.....�_ RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED , 1, ,,, ...�, i_:;":,L,_� ". , __ 250.00'(P) 001 0 4 - X - �� (BERMUDA IN RURAL, CENTIPEDE IN UTILITY STRIPS . I , I .. , _ 1�p - .�, �;�. , , � L , ,;�. ,;�. ' ' .:.:,"";-'.., \" - - ".,. A . . �6 't ___ X I ) 0. 1 k,, I'l ,.:.'� eo- 0c, I N X —_ X � X I '..": I! , [_i.-:�-:��.j I I N88-36'45"E(P) 249.85'(F) - 1�� . :,�,�,�, \ ,q'. � "I I- S881 9'38 ��,� I., i.... ��_" L� � . A 8. BURNING OF MATERIAL AND/OR DEBRIS IS PROHIBITED WITHIN FDOT RIGHT-OF-WAY. I r, - _I I "W(F) -- . .1 1A 11 -"I . , .........__� 11 , I L,-,,,,:,,, �,, I 1, - - - I . - , .,��.-�'. I 11 \' I ."'." I I I V I , I i� ." , - - 'I", 9. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE OR z I I I! .,�:., - - � 11 'A , , /VL,�/,,��,��, .10,11- 11 . 'A OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OR THE EVACUATION , . ' I '1'11� '�. I � L I . '111� .`�-, ' I ']WT ...I 1�.. OR EVENT. I 1.":_:1�i,�:- 11 t.`��*.'�\ . ` 1.I �. � ., - I I N. LINE OF FAIRWAY VILLAS . 'A" -,. , , Ill 11 I ..' ' ,.1. -z�.:, L.00'(FDOTI' I";.. .�' � PLAT BOOK 39, PAGES 22 AND 22A I " ' , I _-,� .. " I .. .;. ., \ J"'.�'L ., il I A ' .�"�'..':_-' � _ .,1; .111,... _. ". �. L � � � . I I il , , I k\ 1� 1.z".-L, 11 I 1 , \\ I I _:�-.�,�:"_�11 \ � � 1.,.1 I I I I .'.__�d LOT 51 1 . I 11 " ,, " '�I 11 -_,.",-e". L I i � I . �L","-1." � �. :: ;, 11 " I I ..11 LOT 50 1 �"I-,, \1 I I I 11 .: . 1 A I 11 � . ; I 11 U) LOT 52 ,3 FAIR WA Y VILLAS I L I I 11 I 11 . � \ PLA T BOOK 39,PA GES 22-22A I , I I 11 � I I (,� i ? \ I i Il I 1 12113 ,4 1 1 1 11 I i I , . , I � I . I I I 1\11 z I I . I 11 Ill \, I' I I I �_- " \ ! 11 L . I . , I : � L . I . . - I � � � 11 � L I i I . . . I " . \\\\\X v . . I ,I// / I � 040MR0 A __� <\ \.\fjvAN ...... // , 11 � '20% I \\\' ' . N . \4 I fi,"\ 11 \111. -, N . /I L ' 4 "'i\ M ti, c _Z� ,I------ N eo..* \G - .. .1 1009397ALw YXIEZE N � \ 4 �' \ ' 1� _1 .. .. ., . .1 . . I = a I IN", "Ift-N " , 4?. .. - \ " \ ____ - I E �I 1� �j � k, E E R 9 N G C11 R 0\u P ?>-DTRE �� 1�7.. 01 0.77 ... "k 1� , I k"'iiili` I .. so , `�\\�"') A 02-26-15 FDOT ACCESS . 11 __ - . . - L 1 12-30-14 - REVISED BIKE RACK PER ZONING COMMENTS * : - , - Z� >6TRE - - : . - - ___.- : ct 4950 W. KENNEDY BLVD, SUITE'600 11-21-14 , HR --- '7- 1. I . — ATLANTIC BEACH FL I >_D__TE - .. .. -J& -_ _ - - . :a/*f�__ ;�-.. -� I TAMPA, FLORIDA 33609 1 DRN.,��' - I ( � ,-' ,-rt\-rr-OF . - I Phone: (813)379-4100 REV.I DATE ,,-'-CHK DESCRIPTION � -)_. , v,- -, ,- SITE PLAN Fax: (813)379-4040 - I 11 A.,�;,—��-�,-�Apw",)-,L* ,- I I ,i-11 . - N — , � W,_AL-n , , 0" .,, I T e— __+ — zi I �, i , � � ThomasEngineeringGroup.com DOCUMENT CONTROL FLORID 11�1 IN - ' 9 §\\\ . I EIRT.Iqq 6 . o.27528 I FLORIDA BUSINESS URT =PROJ. No. I DWG. NO. C-4.0 I . - I - I ; I - - - - � - I I I � . I . I� I -... - 11 . - - jjjjj� GENERAL NOTES 1/2" 1. Sidewalk curb ramps shall be constructed at locations that will provide continuous unobstructed MATCH EXISTING pedestrian circulation path to pedestrian areas, elements and facilities within the right of way and to TABLE OF DETECTABLE CONCRETE SIDEWALK accessible pedestrian routes on adjacent sites. Curbed facilities with sidewalks and those without WARNINGS FTYPICAL -e to have curb ramps constructed for all intersections and turnouts with curbed returns. sidewalks at To accommodatc curb i amps, partial curb returns are, to extend to the. limits prescribed in Index No. 1/4"R A TYPE'B'JOINT(TYP.) SLOPE 1/8"-1/4"UNLESS 515. Ramps constructed at locations without sidewalks are to have a landing constructed at the top of CURB RAMP CURB TOTAL AREA 1:12 each ramp, see LANDINGS FOR CURB RAMPS WITHOUT SIDEWALKS. TYPE RADIUS (FT) (SF) OTHERWISE NOTED Crosswalk utilitv str CR-A NIA 8 SEE NOTE I P 2. When altering existing pedestrian facilities, where existing restricted conditions preclude the T -notit 01- accommodation of a ramp slope of 1:12, a ramp slope between 1:12 and 1:10 is permitted for a ri5e of CR-B NIA 8 6" maximum. Where compliance with the requirements for cross slope cannot be fully met, the minimum Road Sidc -oss slope shall be provided, Ramp slopes are not required to exceed 15' in length. feasible ct X < X EXISTING SIDEWAL CR-C NIA 8 x K TO ROPOSED SIDEWALK -b ramps are located where pedestrians must walk across the ramp, then provide REMAIN 3. If sidewalk cut PREFORMED JOINT FILLER PER CR-D 25 -ansition slopes to the ramp; otherwise a sidewalk curb may be required, ti SEE NOTE 2 FDOT 932-1.1 SECTION A-A TYPE'A'JOINT 4. All sidewalks, ramps, and landings with a cross slope of 0.02 shown in this Index are 0.02 maximuni. CR-E NIA 8 PLAN All ramp slopes shown in this Index as 1:12 are 1:12 maximum. Landings shall have slopes less than or LINEAR SIDEWALK RAMPS equal to 0.02 in any direction. CR-F 10 9 20 11 TYPE'B'JOINT(TYP.) 5'TYPICAL 5. Grade breaks at the top and bottom of ramps shall be parallel to each other and perpendicular to the 25 13 direction of the ramp slope. 30 14 -e a sidewalk curb ran?p is constructed within existing curb, curb and gutter andlor sidewalk, the CR-' 10 1-1/2" 6. Whet V 1/8" -b and gutter shall be removed to the nearest joint beyond the curb transition or to 20 11 A� existing cut b or Cut SEE NOTE 1 z the extent that no iemaining section of curb or curb and gutter is less than 5' long. Existing sidewalks 25 12 N wl'K< shall be removed to the nearest joint beyond the transition slope or to the extent that no remaining 30 SEE NOTE 2 14 section of sidewalk is less than 5' long, For CONCRETE SIDEWALK details refer to Index 310, ELEVATION CR-H 20 4','R 8 7. Sidewalk curb rairip alpha-identifications are for reference purposes (plans, permits, etc.). 25 8 TABLE OF SIDEWALK JOINTS Alpha-identifications CR-I and CR-J wet e intentionally omitted. 30 NOTES: 8. Detectable warnings shall extend the full width of the ramp and to a depth of 2'. Detectable warnings CR-K NIA LOCATION 1. SIDEWALK SHALL BE 4"THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6". TYPE 2. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98%OF MAX. DENSITY PER A.A.S.H.T.O.T-180.(12-,THICKNESS) shall be constructed it) accordance tevith Specification Section 527. For the layout of detectable warnings, 'A' AT CONNECTION BETWEEN NEW AND EXISTING SIDEWALK refer to the TYPICAL PLACEMENT OF DETECTABLE WARNINGS details. Detectable warnings shall not b6, CR-L 10 18 3. CONCRETE STRENGTH SHALL BE MIN.3000 PSI @ 28 DAYS. TYPE'B'JOINT provided on transition slopes. 15 13 4. SIDEWALK REMOVAL&REPLACEMENTS TO CONSIST OF FULL FLAGS. 'B' 5 FEET CENTER TO CENTER ON SIDEWALKS. PICTORIAL VIEW 9. When detectable warnings are placed on a slope greater than 5%, domes shall be aligned with the FLUSH SHOULDER 5. PROVIDE EXPANSION JOINT(TYPEW)AT CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALK. centerline of the ramp; otherwise domes are not required to be aligned. OPTION A 10 11 20 74 10. Detectable warnings shall be required on sidewalks at: 25 15 a. Intersecting roads, 30 77 b. Median Crossings greater than or equal to 6' in width, 40 19 c. Railroad Crossings, 50 21 d. Signalized driveways. OPTIONB 10 10 SIDEWALK DETAILS 11. Detectable Warnings - Acceptance Criteria: 20 10 a. Color and texture shall be complete and uniform. 25 10 SCALE: NONE b. 90% of individual truncated domes shall be in accordance with the Americans with Disabilities Act Util. Strip Standards for Transpottation Facilities, Section 705. Grass Or Pavt c. There shall be no triore than 4 non-compliant domes in any one square foot. (2' Plin.) d. Non-compliant domes shall not be adjacent to other tion-compliant domes. Sidewalk -orn a true plane. e. Surfaces shall not deviate more than 0.10" ft �75' 5td.) v 41, 12. Detectable warnings shall be installed no yreatet that) 5' from the back of curb or edge of pavement. 0.02 ........... 13. Detectable warnings -hall not be. installed over grade breaks. Sidewalk Curb Er VARIES(SEE PLAN) 244 CONT. 18" 2' 8� 12 ASPHALTIC CONCRETE 000 SLOPE VARIES(SEE PLAN) SURFACE 6- _�7T I �� ASPHALTIC CONCRETE SURFACE 0 Uj Z 2"R 0 U) zz� W SLOPE VARIES(SEE PLAN) ON \\\\\\a /Z 'A ZD X!, 77777"" SLOPE(SE:PLAN) Cf) Z Z X, arnp Width (4.5' Min.) 'j"6E/RdC��SE, k 0 / //1777/ 7�7 HOWN PICTORIAL VIEW CR-G SHOWN /N -G S PLAN VIEW PICTORIAL VIEW CR X\;' (OPTION A (CR-F AND CR-H SIMILAR), 6 (OPTION B) (CR-F AND CR-H SIMILAR) s X"N"X/ X N 5 X, N X \\7 /7-' 7717 77,77, 7,7-,/:' X�X �77 X VX "X� Z X6 Z X < �\nl LU xl_ `,X, �X TYPICAL PLACEMBNT OF DETECTABLE WARNINGS Ed _j a_ X ULI X15, 1\31\\1 N U) U) A CUDIDID -FDOT C7 -F A /,A?11'e, AD _,xAMP DETAIL 3 ADA "'AMP DETECTABLE WAD NING DETAIL. *6"SIDEWALK SHALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECT TO VEHICLE TRAFFIC. SCALE:NONE SCALE:NONE 212" ?2, 6'.6" CONCERETE CUIRID) (TYPEU) DETAIL INTEGRAL SIDEWALK DETAIL SCALE: NONE SCALE:NONE 'S LE 4� NO 9 REINFORCING RODS 12"NO.6 ANCHOR RODS 7"IN GROUND 15"OUT CONCRETE WHEEL STOP CURB(SEE DETAIL)- k, 0 . ERSE_CTD/E V EW 4' F �:UAB 30 PSI H I 1\1 Z-13" T PSI ON CONCRETE N. S. PAVEMENT(SEE DETAIL) -Pi-111A N-1-111-V N, S, Z" 2 INCHES OF SP-9.5 FINE MIX ASPHALTIC -9.5 FINE MIX ASPHALTIC CONCRETE(2-1"LIFTS).BITUMOUS ASPHALT 1.5 INCHES OF SP CONCRETE.(REFER TO GEOTECH REPORT) '10 ............. COARSE MAY BE INSTALLED IN TWO SEPARATE 1"LIFTS UPTILUNAL ANCHIR B0 F.1, /�X (REFER TO GEOTECH REPORT) 4 X4' O.\G .......... V LE ............. 7_1 Z_,__,,_4-, E All TNVERTF,:�D N, YR WNIP1UM ',L_A2s Tiiici/NFS �/�rLJM Ef- R )N. �15(M A -iE PI CYCLE RACK B;�: P.V,C. LLIA I ED, HE I P ACK. /4 X 1 P '-3/ -f- T RADK BL I OF N I 11:1 F 1) 1 i I �A,'L.NLN MARK I 3, 111;: B NOTES: 'ee 1. WHEEL STOP FORM SIZES MAY VARY DEPENDING ON MANUFACTURER. f HE RAC< M.�',Y K A F ADiz-TJ AC r UR D f N G T 0 E 1 T H R ME TH 3 D S SH F]W N. ST NG THE F 5E W I Fit _NC BOLTS MAY PEOLITRE ADDITIENAL CONCRFTE HORING SYSTEMS MAY B RA 1 2. WHEEL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES,UNPAINTED AT REGULAR SPACES. 2L OTHERAAN- 8" ABIL D C3RA (MIN t R 40 1-N 1)rVNNr'_ dr TIFF_ CITY INSPECTOR IF REUUTREIJI BY T�jp M""NUF^C RER� 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. ELEVATION ELEVATION CONGUTE WHEEL STO' 'DIKE IDACK DETAIL (ASPHALT PAVEMENT SECTION SHALL CONFORM WITH THE (ASPHALT PAVEMENT SECTION SHALL CONFORM WITH THE 1\ Jil D JL\ RECOMMENDATIONS OF THE GEOTECHNICAL REPORT) RECOMMENDATIONS OF THE GEOTECHNICkL REPORT) 7 SCALE: N ONE SCALE:NONE A 30NS REASO,� DTR 'IN 1 011 C GEN A 11 A �\\\.J 0 02-26-15 FDOT ACCESS L N G f P E E �i N, C G R a U P 5 A DTRE HR 12-30-14 REVISED BIKE RACK PER ZONING COMMENTS 0.7 TRE 79 6 4950 W. KENNEDY BLVD, SUITE 600 A 11-21-14 H R DTE ATLANTIC BEACH, FL TAMPA, FLORIDA 33609 DRN-1 PAVEMENT DETAIL Phone: (813)379-4100 REV. DATE -,--"-CHK DESCRIPTION SITE DETAILS HEAVY DUTY FLEXII33LE PLAVEMENT DETAIL STANDAIRD DUTY FLEXIBLE Fax: (813)379-4040 U T.RL SCALENONE ThomasEngineeringGroupxom DOCUMENT CONTROL F L PROJ. NO. FT140062 SCALE: NONE ORIDA Bus 1.27528 DWG, NO. C-5.0 0 ".) EDGE OF WATER 5 '0 9/8/2014 NEIGHIIOIIIN13 at BUILDING F.F. EL.: 11. TOP OF BAN< W 300.00'(D) 'I'N88-17'50"E(D) ...... 299.88'(F) 17.7' 0- N88-19'58"E(c - - - - - - - - - - - - - - - - - - -- . 0 APE BUFFER 4 - - - - - - - - - - -- - tj - - - - - - - - - - - - 20 10 5 0 20 'AN d 5'LANDSC - - - - - - -- - - - - - - 0.00'(FDO 1k I I L,�,'-' F- 8.1' 1 20' X - R35' 06 ro cq R1 0' N=5110i.M87 E=5737.8014 STORM SEWER VALLEY GUTTER INDICATES POSSIBLE j .' . 4 zo DRAINAGE EASEMENT CURB 158.39' L 31,27',R 25' CAL) LEGEND: S880 17'50"W 44 71 S88017'50"W R1 5' PROPERTY LINE PROPOSED BUILDING RT R3 RT RT R1 5' cn Go R8- m PROPOSED FDOT TYPE"D"CURB RT co n c� 60 cc", zo PROPOSED CENTERLINE cf) U) f 75.93' Q 28' 1 0 0 g Z. y y y PROPOSED STORMWATER POND 5' z z z 12 Ft u 00 40.65' IRT En Lmj Lij 6' u� -0 CD m 0 0 z uj n: si� CL ;Iw? Ell NOTES: C:R 0z z 1. NORTHING AND EASTING ARE BASED UPON SITE BENCHMARKS AS PROVIDED BY EBI SURVEYING TYPE CURB C=! v ON THE ALTA/ACSM LAND TITLE BOUNDARY AND TOPOGRAPHIC SURVEY DATED 09/09/2014, Q0 LO (TYPICIL") REVISED 09/26/2014. EASIR R W INE 6- \4 OF 0 5' 2. THE CONTRACTOR SHALL VERIFY THE NORTHING AND EASTING OFF OF A KNOWN SURVEY ALY R T AD MON I : . (ST TE ROAD 10.81 MONUMENT PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES. IF A CONFLICT ARISES r 1A) 18, 2 PER DEEP & FDOT MAP cl WHILE IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. CONCRETE FECTION 7730 III ;,,- (TYPICAL) 1973 SF) 3. BEARINGS ARE DERIVED ON TRUE NORTH CARDINAL DIRECTION. THE CONTRACTOR SHALL BE (9 RESPONSIBLE FOR REQUIRED DECLINATION IF USING MAGNETIC NORTH WHILE PROVIDING +1 .86 AC SITE AREA TBM#2-NAIL ANU U101X LAYOUT. STAMPED"EBI LB-7652" FIFE 15.50 N=5000.11679 . . . L LLJ z CD C[TYOF k L] E 5723.6879 LU u- 0 z ATLANTICBEACH RE#169398 0070 Y/( 8r, LLJ R115' 6' 10 in 0 :o-- < 16" 24' CURB (TYPICA 40.86' 6-9-'j TYPE 0 RE RT RT p L 75.79' 0 0 12' 112' zo zo Ri 51 R8' 3- J 5. R8' RT L 39.27',R 25'--\ N 4935.5821 R R3' RT E 5742.4004 + 4 158.39' cli m LLEY �UTTER �4 4 N88017'50"E A CURB 40.95' zn (T+ICAL) -0, N88017'50"E' R10 0 --j cn rn RT R100' RT C-4 to 9. zo 0 R25' u-i 2/ % C9 N=4870.0676 L,3.2' 5 E=5744.2080 .8' 7.9 "4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 5'LANDSCAPE BUFFER L - - - - 0- 300.1 1'(F) 300.00'(D) (BEARING BASIS) S -17'50"W(F)(D) 88 ER CARD �READ, CA L r n, Q� CITY OFATLANTIC BEACH T13M#1 NAIL AND DISK PIE#169398 0070 -1�El B� STAMPED"EBI LB-7652" N=4838.4544 E 5780.8422 X Xh'q( X ......... oc oc 250.00'(P) C3 X X Q6 04 X X N88*36'45"E(P) 249.85'(F) X �:4 11 '19'38"W(F) N. LINE OF FAIRWAY VILLAS S88 koo'(FDOT� PLAT BOOK 39, PAGES 22 AND 22A LOT 51 LOT 50 LOT 52 FAIR WA Y VILLAS PLA T BOOK 39,PA GES 22-22A mm AIN oNS REqg Lg, ......... N E C KNOWWHAT'S BELOW Milli" L $ N L n� N, G G H 0 u p 02-26-15 DTR It o.77 - OT ACCESS ALWAYS CALL 811 !>-DTRE FD BEFORE YOU DIG 4950 W. KENNEDY BLVD, SUITE 600 -21-14 HR ATLANTIC BEACH, FL I DTE It's fast.It's ftee.It's the law. A: TAMPA, FLORIDA 33609 JDR�-� Phone: (813)379-4100 REV CHK DESCRIPTION - ATE www.callsunshine.com pi HORIZONTAL CONTROL PLAN N it-w 77 2V m FLORI A BUSI E 8 DWG. NO. C-6.0 FLORI IN PROJ. NO. FT140062 Fax: (813)379-4040 DA ThomasEngineeringGroup.co DOCUMENT CONTROL D ko.27528 EL- A ___ �_ kj I a \ I ;`,�l no I 111W 1111;,"..`." � --i iii . + I I 11"l 1, . 1.- 1 9/8/2014 , I , "': ", "o , I ,I , ill e , , , - ,B 2 ml,,� ,�, -,�" ", , 111ill [1-1:,"., � Ill \ , BUIWING PAVING AND GRADING NOTES: � , I i � "I 0 , 1% � � ' ' i"G \%- �� , " I , , , , � , 's I �, , :-1 I , � � M �:', iicl , � I l , -!,� , �i 1111 �-!, , I I , .�� I I - . " I/ i F,F, EL,� 11.I* I � �b\N I , , ,,I I 11, , ,��,-,,,-, ,,, , il ,-1:._._7c , " 1�> �k I 't� ,\\% , 114 , ,I �� ,�: A. GENERAL: , " I 1:,11 1-"� I Iq� 'rop o PROP TYPE"C-4" No. j,:,-'..�"I I I ,I I �,�� 0 I I I� I N1111 11-11� 4 1 - � . BANK 1�41 8 � I , I I I -','. , Ill' --4��__ Qj 4:� �, NI? - - _i__ , - , - , DITCH INLET 11.30 , I 1. 'I'll I ," �5 . ,.,:..- 11'' 11� 11 I [�'�, - y 4:�_f - - - I - , �, -, ii �.�.�,�j ,,p Ill 15' RIGHT-OF-A'A . � GRATE : 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE , , I , 1_!, _ I :��!`,�:,l I A" I f-j� !EASEMENT PER OFFICIAL - 4!�, L . __ * - I �_�. 7....... - -+��*,�,q, _F I I": , 'A 1 , ill " � e E 2256 ,L �F_ , ,,�, - - 4�� - - - - INV,EL. : ' lb " in . I,",��.,IN""I ".�",ill I .,� 14.60 , ECORDS BOOK 5810, PAj I?-,- . 0. + 0 ,300.00'(D) v 10- " 2. ALL GRADES S IOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. � , � , I , / , !!: N Q, I INV.EL.(24") : 6.82 MEG 11 0 1�1,111 � I � . -_�-o 1:� '16, N " �. ML7Ui .,�,,:�__ . ,r........!" , , , ..: - I -, I . - 'TC"=TOP OF CURB ELEVATION; "BC"=BOTTOM OF CURB ELEVATION(EDGE OF PAVEMENT);"MATCH"= ."'11, _It � 1�� ,� 11 I tK I"�1 I - � �, Ill Ir 7'50"E(D) lb ov . . 299.88'(F) --..�. -, . " A 00 _N N �, '' - .".1--i'', P P, ',�, 13 i, I i 1:`��. / N " 0 'AN88-1 - -- + . ,-,�,� 11, ". �',I i"-".I . I N , \ 1 4.70 IL D� Ill 14 -- I - ......._1'1�........:��' :�, :� PROPOSED GRADE TO MATCH EXISTING GRADE;T/W=TOP OF RETAINING WALL ELEVATION; B/W=BOTTOM OF 1,I 1: , � :.1. i .11 - I � zlo I- I -,I._.,��61,: ��, I 14 ij I]b" " " r� -1 � N11, I "I X�_ ,e N88'19'58"E(c(.) -- I ,", �".".:'' , RETAINING WALL ELEVATION. � ,,,,I A1;D 4 0 / � __,__ i ,,I�, I I I, ,, I I,� -'I 11p ...............�—— _+ n_:�v — — — — — — — — � I,� ;" , _1 " g,.-,-.-. ': - , � ". � —I , I - ) jil, ——,. - , . T-I.: N.:I A� , + - - - - �Ze� I , , I A / ()��/ -------f� ... �,��:�,\\ . N ov ''.."-� �,,,�. 11. , �.�,�_-� �� I - � � - - - - - - - -1 ,\ - ,�1.�,, - 3. THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 110-- I � .1 -C.4,- No. + - I "". . .1, 61 ,11, 1,� ,'' . . I . :, 11 �, - �"I 11 I :` I �VIJ I ,v- ,� � , k'��,,� I I PROP TYP S; - - - - - - 7(_�__ - - -_�L - - - , , 1 4. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED 7,,'�. , " / I - � - I - - , !f_1 ,, ,"' , .,,�.,.:,.. ,�,I��,�, I A5o.00-(FDO I I I 11 -.�- � CATCH B N _3 , �,�:�,,:Z�,,,�,�_ _.. . CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY , I A�H � � � I . 0 n, .1 1. I 1_t�', .— � -- ��,, � I ,:,-...��'.� 1�:�-111 I - . ��F_ I : 13.75 " PROP TYPE No. � ,-.'1111,�,,-'- r-_�, NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER N WRITING OF ANY SUCH ,I'Iii �.',!I I I I 11 Ill GRATE _4�1' , �� , .. I W FTC714�35 TC:: 4.40 1 1 1V I � �,.%�,�,), 11�1 . I I . - ,r_ _ I CT. 7 1 -A -_'-____1 t. ill I : 10.62 ,�, BC:13.85 BC:1 3.90 CONTROL T U DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. I I'N t�, , f",-''l I I L8.,j N I ---I'.< lj "r. 111, I I 1 1�.4u � 11 I I INV,EL. TC:15.25 11-1 GRATE : 12.90 I __ 111-1-1 . -1 ,, ___ . ____, 1, '�': .�-] I k:Al _��- r , " C;� p ,�b ,� lk� 5. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. . � - '.�- t�-�-,�, BC:14.75 I I � 1�1' . � �". ..,:,_I! 1� 'by I I 01> _I�Nl �� ., bb 1) : 6.82 20 10 5 0 20 6. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE . I .v I ,",'� , '1250416 _\ 11� lb* ,�� i .�:�1.1 . .:"'! - j 11 I I I N, "t-_r h, + N -4-- No. I INV.EL.(12' 1 z i CONTRACTOR'S EXPENSE. - I . I I ".,q 1, i,.:� "bi I III 1 1 N17 -4 I + + _ � ,, 4X , ,'� .(4"UD): 6.82 1 - -�,,,,:,1'y .,:"i�! 11 N 'Q'11�,,� '�,",I�11 11 'l—I—l"."'. --,,,�-',-,' _ .LL 4�1 I �,.,.��-_61��] � i I �"' 11 1* I I I : ,�...... CATCH BASIN ,,,,�,. INV -_ 7. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT,THE EXISTING EDGE OF ." I I 1-11u, I , " ," I 11,"' I.L�"'-'��,, . "�,-�,,,-,�,.� . - I— �---------- 9 - - - - -- = -_ , I ,., �, ,1 SUMP - ?j, 11 �, I Z" : ,�� 1"=20' *b I 1, ��:' I 1�\ I 1, � A y z,','�, - I �,��,,, " I Z, 1 1315 ` "I_ ,- 11 i < 24�� HD�i PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. ��: , - 1�1� �`� �� _0 � -, ILD SH E I U-b.0 1, , I 11 'k N � ,'I "', :":"""",�-""-�-,-"""-"-��,-��,,',��,�,:,��,1�1 ",""'I" ,,,, I" "" - . . . � �, 1",�� ,, 11, I I ,�."" -1 11'1��\,\ , V-1i"M 8. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION,SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED AM , "-L -jet I I� '_ N, �� - � '' , ,1 '� " "'T I� �!v 11 I ., I -, '` ':14.75 _,1-,,',I",,, ��__, "'l-I" 71,7,1_\,�.1'1!12 � 1� ' 11 � -I'll mvj�J,6� ,`,,z',"�, STORM SEWER I 1 1: 4......�� - - -, I �\F, "" ,�, ____— I'---[-"— ,:"�� 'Iq =�1, ��,,� � � 111-1-1111111,- __11 -- I ,I, � 1,',II,_,I BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY �r,..:I �, I I I . . I , I, 1'�,�b ,'�"�1'1,'�"T'j1,S`,`\eN"`'""'' , 'I-,-- I'll - \_ . Ill I " . �,�_',�,�,"� � �- -, � '' , 211h,_11"N""I INDICATES POSSIBI E VALLEY GUTTER 11 � �: --l _11-1-1- ..4 , , "I ','_',',`_',_:,,,,11_,,,',�,�'Z', - \-_;�.........�;;...... I � D AINAGE EASEMENT � 1. �,��:�*',@ � 11��1'1`1`, �11', - 1�...��, �1,1��-,��,��,,�a�'ll,�,,��', 1\1 . �, '1143 I I'll ,��, ", -1 � "I I 1'1�:.! I ;k , . .. r- '� "' I I'll� ,��,,, E_ � �111111'1 LEGEND: APPROVALS IF REQUIRED. . ill n,I I- I I cuRB - . *,,%, �,--.---,-"",",�,:-,,,"�,,',�, ,,",',� - , ,"'"�AZZAMA I I RE I I i5 12 . I , 01 1 .30 ' � ,� 7M1,'i --,, ,,,,,, , ," -1 I __ I - 11___�"-�-- ,---�,-�--,��"'�,,��,"""",--,�,,., --- DPE SHALL � "'AL) - - w C. B. MATERIALS: -1: rPIC -I " , I - , Ita", �,;�%- , I""""""""",',�,�;"I'�,�"I'�"""--"�,,�.-""",",�,�"k"",', ,,,"' , EX 24"H BE CLEANED AND I,., ' ,I, , '' '�-fk� -�. " -, -k-----4 I --�,-,�>,"gg", , I , � I'll, 4`41, I'll',',,114'"I'll I'll "11"', �, �"" , �' " I " __ ,I,,�gig ,- I �it I ��","�"", � �',�111'11`1,�"",""�1��1,011,1�"'\ - " , v __111111!II 1111"W,� . INSPECTED,WITH VIDEO , " 11 , , I . , j I I !, I �. 11", �'I "Si I ,�, , , - 1�� , . PROPERTY LINE 'zl -A 7, PROVIDED TO .,, I ,I � � ,,, ,��",",� _,', I I 1, .IRWI'T'_�'11_�`,"'I,' '1'1s",."-�_�,,- m 1p PUBLIC WORKS PRIOR TO DISCHARGE i , , - i m m I : , ,��, ""' "'" , ,., "" "'l-, " " I ,"",:"',,",", �I , ',� ," I-1`_161_\1 13 1. BASE COURSE SHALL BE ABC-3 PER F.D.O.T.SPECIFICATIONS.OR EQUIVALENT LIMEROCK THICKNESS W/MIN. � . I `�'�1'11_"', ,,� ""', - -- k ,,& � 1, " I �,,,�', �mk��-1 I 1, ''--' ,,,,,, " , 1��, -- � ,5,-11 ,"a""", I 1 ',,�-`-,,,`,,,` " �: , �"`,`,�"\"' , " _ 11,,,� 1'�.,' - , 1,1&, �,,, _,�� 11,-X,-,`I 1�1� ,�4"" ,I la 11,�,,i ", ,�-,,,-,'�,Z"","""\,-,\""",\N 1` I I .1 - , ",1,-�111 , _ ,`,',,�,��, BC:14.15 - ", -_�� '),]_R�� _1��. 4 LF4 PER . I "';'/ I I ,',, �',� VIC FROM SITE. I , I�:�,,,, ,g EXISTING CATCH BASIN , ,I I ,�:::: 1_,�,,,�--,-I�_-ug'i�gg ,,,,,�"'\,J� [a -".'-:.4 I j",,",-, r ,,,, "Z111111 �8D LBR-100. (MAX.6" LIFTS) , � " , �,,"'�,",�,"�," " �`'_ I " ,,� �&�""--, ", "),M'- F" I 1 13.98 1,,:, In I " _ , "k 5, ,._�, -, �' ,','�",� -� I 1,- I , 1, " I �d,",�,_, ", , I -,"I""", 0 __" - . I 1- ((0.25' ,-�,,,�'-., � �� , - ", "I ,��'V`,' �,� I 121- , ,-1 1 2. ASPHALT SURFACES SHALL BE TYPE S-111 ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, � . " � , .\ , I `�a`,,,,,�:", ,`z '1_1` I ,I - �, � "', 11", mm I I , , �',,,',,,_','-"�,�,,.-. "", � 4!�'* I'll I..._"�1�.:'I 1'��`.`,1:1 111-45 I �'1111 1-11- I � �', , I I I I ,,,,'V��,,,',� I I - - - - - I ,�. N "I,"', a,m�,,�"'A.9',��i�,,,�l,,��,,,�,� " I I \4',� "",�,"', I EXISTING STORM SEWER AND SHALL BE A MINIMUM OF 1-1/2"THICK,AND CONSTRUCTED IN TWO 3/4"LIFTS,WITH TACKCOAT BETWEEN - I 1p I , "' -",,,,, -, 3 � � I I 1, _- �, I I " ,I I I `I� �I ,,,, � ; i I ,`/ I I 1�,A,�,,�N,�,,",, I , --, �:. I ,�� " _,"',I , I I ....... ,,, , I " � 111,1I ; , , I %, � i, " - I I I,,, I �,,�,��K�1�......��v I I I I I I I , '', 1��;, � �,�; __ ,,, I t :1��111.i 4 I � ,I � �, - �_ I I I ,:. n �, "�4""I , " I I " "; , � 11 - I I �, � "1,11�"I>�"'',�� 1, I , I I � , _� I - .1 1 I I I " , I �z " , I I I I I � I " I - I I I I --�"",-�,,��,,,�,,��,�,�,",',�,,,,�'��,�,, "� "', , �"1"',,�� '' � " REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF � i I 1: , i I ,J' I I . 6",I,"��!""",�,\�,,,,�,�,�,,',�,,,,�,,,�,�"", - � I �,,,� ,,, - . , "� �, � '' _X �,'_ 14 "�` � I ,� ,, I I - I I + I I"�1`1, "; t- ., ��,q I , _41�',I 1111--,, , "" , I ,,,,,, ,_�,, T 15.40 , _-.1 I I " r , I , _, � , �j TC . , , , , t,'_,;� ,�:�;,: " I t" I *b� IbIll I I , ill LIFTS. ...: " ,,, I 11 , , .... _ I I , � , �� ' ": , " EXISTING SPOT GRADE 3. , � 0, , I I 1 cl, "I , ,� - t� , ., T I,I ��r, " " �11 1 3,000 PSI AND SHALL BE REINFORCED WITH A 6"x 6"NO.6 GAUGE WIRE MESH. .- I�. . ...��' I ��, , ,,, , I � "" ��,, ", �,','�,�i ""," " , " _-T 1.11". _� "\ , , 9 �_ : ,,,,,,,, P , , F7 80 -\ PROPOSED GRADE ELEVATION I " I � , � I I I I 11 , , ", .... .. n-I _4��, , �" BC:14.8 Pi F * - . _�w I"I�-,I �, " __ , _ 41 1 � B 1 .90 , � , z � ,241,� � , � ,-�,,�� : Ili �I (�v I I N11 ,�, , 1'1'�,� BC-14.90 " 1 02% I CD 0 + C. INSTALLATION 11 - -"" i "I, . 0 1 1 1,13.98 " ��,� � , , � ,e I -SF-SF- , RA -',/! ,+ TC: I 11 Q� � I - .,�,,�', I= :Nldl 1,111'r 14.60 ,ro N ,+ 495 ' 7r,�, , ,?� I (� -p: PROPOSED SILT FENCE -.' _..��, I d RY, �z 0 1 --I N! 1,`,',.,v � I- � , .1., I I w I ;,''m I _ I I I ".. - I I � I r, U) "11,11 11 14.50 1, , �,,��,,�ill�,1: i ,:Ilr� 11 ,_ . . I ... I I -p� 8 1. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98%OF THE MAXIMUM DENSITY(AASHTO III-I - ill "I'll � I I I � . I , r- I . I I,b I - -1 80),TO A MIN. 12"AND SHALL HAVE A MINIMUM LBR 40. 1 � -1 Ill 11,�, � p, �" 1\1 � fl I �',� ��'�,�,,,,�`,'111_1� I C.O. 5 � :� I �, I 00 . �:I' I 0, !� 1,!9'J, 24 ,,,�r n "y MEG ,IR 14.9 � C 0.14 t, I T I ,,,�" !�I,�,", � . I rq . 1"� . � . I I m / '. 11 .11 � � N�.� 11 PROPOSED TREE PROTECTION FENCE I.1�' I �`, - I 4��0 -I'm 11R 11. 1. Akl _�"_:�All 00 . ""I �1� , + C.1.13 . I 1 -1 � �" __ ," , �'� 2. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6"PLACED IN ONE LIFT BASE __ .0 ,�� N""-\ -- �,� k 11__%1,:'1, ,_',,�1"I'll"ll-, O 's 10 �,_� . i� ,I .��,�.l I � , � --: - _p� -i,A Ili- I+, " I, , , 1 ,4" _t11 w_ v _` I COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED(OR II 4z - " ��',�' �,�ili O..I �1.11 1-N.-I 11 I �15 � I" "I , - . , .� -'.I I ,- // "I , , I 1,�,,�,�!�,[ , -_ I 1 7, �� 11�11 N I I I f 4�� ,I��,�k I�, I I 01 (z � � I E�_ I � RKU!",,,,,,,��,,,,,o, LBR-100). - I I', � ,z)- ", � t s-, .. Nb�' w � [", ."ril ,11 ; "I �, � '� \[5Aq 15.50 Sk!':,,,,""�,, I I 4!�` - '��,I & "ZZ I I I , 1� PO4 " , � I = 11 4... CONCRETE SIDEWALK TO BE "I "I I - - - - - , +-' '\b M111"I __ /,�,, ll , �, ,v f ", PROPOSED RIDGE LINE " _P:�,!:'Ii;��, I -a. �All ,,, 11 h I �'. ''- [1 I-;- 8 -- �,"""': ill �"`'I I "111 � ,�, 3. BASE COURSE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS PER AASHTO T-180. ,,�. / I I . . CONSTRUCTED BFLVVY��,�,:' ,-�- ��,,,�,',,,�,� ,',� ,�, � _, I " "' I I N-'-,' ,Iz I, I ,� I =.1 I/ I' ll ,'::-�: I I", "I I I " I � + 1�1 � __, , ,� I I I 1.00% 4. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T.STANDARD I �, , I I - 11 ,��Y , �1� L: I , FINISHED NO, ;�,',`�, �'� — ("'' I I I,'I � " , �," I I " I� .,. 4. -Y NN` + (�, �" ,,-- UN , - — � i"', I 11i 13�' -:.:, / I .11 .�,, , 14.45 1, 4� Ip-- ,�,1&4,_Z�l ",IV _1�1' PROPOSED DRAINAGE FLOW ARROW I '�_,�':�, - _1 - 113, , \ I SPECIFICATIONS FOR TYPE S-111 ASPHALTIC CONCRETE OR THE LATEST REVISION. - . I 'K !" Ij ,,�,!� . N 4�v 111-, � .", " I , I .., � , ,, " / I - EDGE 0 C RETE PAD �� U1, <RBI,� ,,,,, r__ I , PROPOSED STORM SEWER ' U ��",."�] . 19 1, ) I D. TESTING: , 11 ,I - - Ig � - ' � - 1:�,�_,�A I I - - 1 '7 F Wr4.2O , "�,`�`� � I I . 1� I I USH WITH "-1 � 5.50 1 Z_ ��..-""",� _,�� -, 11 - �m,-I Ill I � '. I , . I "", t� /I I-�`, �,;,'�:,: I I I 11 I I __ _ I 11- " \ I , ,__ :�"-��' 4§) � ., , �� I I , " - : '. / ,-":,�":,- ,'I- .: " . �__ 1�1 ,p FINI_ 11 .: I i I l", _ _� "\1� D OOR AND 1;5 �,� PROPOSED ROOF DRAIN LATERAL '.I I N 1��, �,,� 1! I, ,, -.)- --,7 , - 14.70 _ Q -,,'�,�-,,,�,,",A I 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE ,, , . ,\ I " � ,, �111 I I :=� -f- _�, I LT(TYP.2 " � " " m��v�-t-,�""' THAN 1/4"FROM THE TEMPLATE.ANY IRREGULAR TIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. . -,�` -I w I , / . 111 I. �b: -- \7 14.45 - �__ EDGE OF ASP '�,,�,,�-, I ,I 'A " ,�,'_:,.:; , ",^111 I I ,,, � I + ,',,,`,,Y1-%,,,7 I 4!��' , -Ow - -I , / ,,,.,-11 II�,11 I I�pt , 14.ZZ) � T : 1�40 j �� OCATIONS) ," I I I Z, , 11,��,:", I I fj BACK T'I - ,�,. I j\j I f,"',�: " 11, I q, 14, -1 .I �� ......,��, I �,"11� I----- 22- . I . - I �, PREME,'�N`flON .,,,,,,,,,, 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF . -, , . � " g-�--- � , �,I'(�.' 1'� 'k"v 00 1'_"_i� PROPOSED ASPHALT PAVEMENT " �, -, I I�i 1�111, � , 7�,,, , B 1 ,", v �e, I , I � "I , , � I ," ` , 'AW "I , � , OUR, " " 11 _�� 0"'-w,I I 1�,',: ''I I I , I , I �"" "' , FLORIDA,WHERE DIRECTED BY THE ENGINEER. I�, , ,�p '\, TYPE B �_' ,� I! -,'?' -',��,j ''; I _r I q_- -% , "1,�11, , � , , .1 , I,� '41, , , � 1, . , , �� I � , , , �, - .1 �I �,I ,�,� � .,,,, I 1 4"� ,�v . WD2 � , 1-1 """'," ,,,,,� I I I ,: :,";,,,-,,,,-,�i��""",-�,,,,,,,�,,,,�""��, ,-,, ......��, f�:� Q 1'"', 19, 11 . �-11 I I � � (SEE DETAIL THIS SHEET) �::,t �� ,�, f, " '�' � '�'-` I I , " 1' z I lIl I T,�',*, , I _1!1� ,�". /I �1 3. ALL TESTING COSTS(PAVING)SHALL BE PAID FOR BY THE CONTRACTOR. , ; 1, . " RL ., I , f.4-, , TC:1 5.40 1"' , ��, , �, ", , ,, . 1: , , I -1 - 5.40 rv, /i ,1,-�3' 11 �� B : . I � . , I'/�I I R/W LE I �:"'I- , ,"_"11 , I ,_� I�, , C 14 90 1550 �p 11 I I I'll,-I\ � C.O. I c , ,�v 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND _' - , , , , � : 70'' -" Ill, [�I.,-,..-," " ,�_'M , ", I I ",�� ,1, , I I ,�� 1. � �� `,,��,�,� -,,',�;'""',,�? ", ,,��,�1,1�"\""Illll�4l""I'�,�'��,,�""":""",""', GEOTECHNICAL ENGINEER,AND APPROVED BEFORE ANY BASE IS CONSTRUCTED. " -- , I �-,,�,_'__" . , , , -�11 . ol -�4't" `1, I , , ,E,- , �, �,� - � f"", , Nr"-, I vr�,,,: I F 0AYPORT ROAD 1�", �11 IT, I 1'�,�,,k'' ,,,,�,,"I , [OBILILAM yoffff �, ii IM""M * I I`- � , I , , i 11�y f "I ww" 14"k � I 11 - ROAD Al A) � ,, A I 0 J.��q�I _ E PROPOSED HEAVY DUTY ASPHALT PAVEMENT 5. DENSITY TESTS AND"AS-BUILTS"ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, U,- 11 Ii I I,,',,,,, �", " � ''I . . .....1 , �.",-,"', (SEE DETAIL THIS SHEET) , " �- � 0 �, I'l-r-,", 11 I I CO-NOREM ,\ 1"1'111k,",_'� . 712 0 ,I p I , , '11`��, I Q. , i - -, I _�,'_ 1'� , "I'll �," ". ,q� , -, � � I I I EDGE OF CO 21 R .P nc I I �"', �DVIUAL) � . ,,"""' , , +'- 11 . �I - -, ,� I ECTION 3 J5.30 1 _.. W I I 'J", ,�'J"',��:I��,'' NCRETE SIDEWALK I I I , - I ,or � , I0 -- I�- ��,�', - I , , �p- c�D lx,/ �, . I . , I`, ,� ' TO BE FLUSH WITH FINISHED `� , I y t" I" _'�, �g �, :> I 1! ",""', I " - ^ ;-00 I �: - 711 --- I 11 "` I " I OT MAP 4� � _ i , ",1, , ,We�,,�,-,,�li',",,"��,,��A,'. 11 Ir.... I, \ I AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. , , �,,',�",_ , � 11 I I I �' '_ _ �.?!:,C,:11,� "��", " , , A-1, _/ 1�1 N 11 15.40 1 PER DE�� & ":, 4�" _[!��' 00 I / 1:." FD 1�-'.,:' - 11'11�,11\ + 4�1' . . I . .ry ., 1, `� I -f�"' (9,973 SF,�) 'r 17,77�1 , , , .'" .. LF �.�. � ,. .�. . ,. [_,�.:�,_,�: � "I ,� . . I 11 �,,��:�,:`� _1`X 11 I � . - FLOOR AT THRESHOLD 20 LF 8"PVC @ I 001/i 1,1, : / I � mm....'... PROPOSED FDOT ASPHALT PAVEMENT ., -, I 11 �i�.,_-,�,1�1 "I ,�I 1��,,,,�-�, I I 9 �1� SIT n� ,,,�,, F� J I ,I" o:!,.-- .1 1, ..' , kll� i 11, � 11 ..'I EA = ±t86 AC MIN. ,:��,'�i�,,',,'' g", N." c,i ,.�,� v � w , �- 11 .,I / r�." ,:. 1�p 11,�, w C,l 1 65 "' E AR N�_� � " , � -0, / I L_ _r_1__ __111 I � - �"....- 'I 1$ 1 1 1, "�" I ,b.,!, , ,, :, ,,, . -11 .30 (REFER TO ARCH.PLAI I I I I�J-�!'J'�� (SEE DETAIL THIS SHEET) , :..�,' "" I I -�1- I I , "I , "' (TYPA '�' I � '_� -- �� U �": , � , / i I I f "), I"'U -, ,��,�,� , , 0 777777K�,,,,� ,'g 11'1_1�11'1_ I w) I ,�',,',',, -_N , I 1� I 1�1 �1' , � , 'p I,Ix. 15 Im " � '"', "I le, ��, 71- �, ,�I 0 FIFE = .-60 FOR CONT.) I 1-0-,"'I'"', " 11111"I" "�', 11, - ST"RM DRAINAGE MITES: - I 11 " _1 CD . k�!�,,��,j / .1 I L t,I,�,�,�.',,,,�", N 1�1 , > ,�_ ��`,� 11 I I , I .). � "I ,_ J�11`I , , , �,',l 11� I � I 1�,'�,��`11 A 1, 2 1 . 11,� �, , I I , , � p....", "��,, I J��' I ,"','I'm -A �� . . PROPOSED CONCRETE PAVEMENT A. GENERAL: I ,I' ,�,,'_�� 'N%�.... � ,,�\�,,i 7, , ,t", ,, , :,""""', i A TLANTIC BEA CH . ,111 , ," I ,1,y,,�\1,',,, .", I I I ,::::: -,-?,. - io- - -I - -� - , ,�\>',',",, 11 I 1�� ,,�,'',� , , . - _�...i -,"', , , I�L`-�. r=_-=--42! - - .:.,-:,��:",11 , -- I-K (SEE ARCHITECTURAL PLANS FOR DETAIL) �, I �-,N�,.-.�,:�`] - - t- 1�'�_ R [ I- ill , " 1�' "Ilp � - 1p Nb I ", " I 11��",'k_ "I '&I 1- #169398 0070 .I .. . � -----:- I '.. .T!/"�-, I _K LOCATIONS) CITYOF � , -,,, 1�1 'I , %f\ 4:', - ,,, I 1, '' . . - . I - Is )111 �_ I'll � % I F P .PV �* * .. , , A, � - � ..1 . ',��, I,: : III , I',, I lb- "',� I I .�,��,��,�-,� " , I,- _ t� RE -y - - - - T 7.�`I 1 18- 1 ' "I"-i I 1�� _-,11" 1. DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. I-:.�- . - "' I I".' � N ,"""'I"""', IN't LET ,�Q1��',',,�',',,L!"","� ��,,,,,�� I U,� j I , ," �1� . - I '� � I I ; I �111.0 i�'" I . 14.75 4��' _I- 4��' +1 124 LF 12"RC ----" %-I",�,� I .8 C.017 I .9 1 1 - : " � I 1,1111�,,', P&A% I '?' ; �) q? ]p TOP EL* 114 39' ��-,"";-t'!�"',7-i1t":"`z,`N,R,,'11ffI I, � � � -- IW 1:,.�,��,.�I "' �"' ,,, - ',lR, I �_ � , INLET .- I I " � , I, ' ,�',��", 10'11�1, _'�, �, 1/_ -�] , , , I " - , 11 ill ,__",,�,'AR � CONCRETE SIDEWALK TO BE,` MIN. It ,� 9 EL. ' , THROAT EL.: 13.60' ,56 , I PROPOSED PERVIOUS PAVEMENT B. MATERIALS: C _-:":�,.�11 -3 . ..� I 1,114, j� ,,,�", ", R11 I I � � - 41, �,�1'11 -, 11, . N, & I—'r%,17 ' -, ' " �11 - + ,;�, ��I ,��,.INV. EL.; 5.12' I1111 14.65 ,� "'"',""�I',�� - 11 I I �!ROAT '� 4 ,,\,,,� 5 CONSTRUCTED BELOW , K_,�� L. 11345 , , 14.40 "I I �"".j�,:, 'I'." W INACCESSIBLE , i �','�,,, ,,',,"I 11,,1�j I INV. EL _\ H W L-�'W' �� 1, � , :""",I+ "I � . 1 �� , " I ,b 1. ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS I,,�I 1. , . 11 I b 11 Z, , I"I I,, -, 1�4% � , FINISHED FLOOR " I b _;�,' I I , I z . ", I'll I I,,,�.��,`_1 � -� .11 III - s% - - , _ N'r -�� I 1b , Q� `,�, & "'I, I 1.1. OUTSIDE THE LIMITS OF THE ROADWAY Nr I::'., , I N I �]�,��15W I I 1V I , , , I'll ��"`-,�� , tv- I I��,,"," � —7 ", , I " "'i �, � i I - -:��,,, Al ... . I I I I'l ;:.-,,� �� I 1505 15.45 1: ", � 11 I Alb � ." -1 I ; ��,",,I�, ill, "- - " 1 1.2. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO THE I l�';�P`,� I I t I N!). 11 11 �` � � I =� - �1_ . . `,"I'l-I- I FEMA MAP INMORMATION: CONTRACTOR PURCHASING MATERIAL FOR INSTALLATION. 1,111 �_�-_:: I 1.1"". I I NJ ""� I I 11 ,11'111111� I ,� :- -_ I . ", I I I I�� ::,,- ,TYPK',AL' 'I 11 I , I ��'ffi '. '11�� I I - 'I � . , g 4�. 1A I u, ,�,I":,"11, I I" qp 1`13 2. REINFORCED CONCRETE PIPE(RCP)SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS 111,WALL THICKNESS �t _. JA- j ��,,�6 I 'I 1, , 1, �� I I jl"��"t W �,�011- \ 1-11- " �Ili � "'.,--1 I I " ,111 . . I �,,,\ , < , . � ,4 �,,, RAIN CA�, v r_ ";,�� , I �,� - ,!j (50 . �� F - I.- 4. �, 101 rXvv1 . ,,�,_,,,, - I , -.1 -� ,�. i I I Ili . 0 1,,],,�BC 14,' I. p I 11"I-"-,"1�,I �I I I �, ,I I,E.=11.3,51-��' 4� 1 p THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'X" "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. �i ,� . - I "' W �,�, I 0 3. ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE(PVC)PIPE CONFORMING � "". I I 11,111.1. I (Do - W�" I 'I" T 6�f_� � ,%,,�t,,,mm, � � I , _!M�,,, . � I I I , <'�> '2F , . ACCORDING TO THE FLOOD INSURANCE RATE MAP,COMMUNITY I I ,RIM,'I " -- it I " 1�,11_I'�I�',',,I TCA 5.4 B .9) " 31-41 I �K`__`,, . I 11"I"':1, , 11 , : 01 I , 11 i I I I I I I 'll .1 95 + I C 141 � rl:� I � � ,�11 1,00 I ,I,�, 0 , ,� , �, '_1 ''I -TC:14.90 .+ BC:14 %'f', 'I BC:14.90 I � I / 1 71 � 11 I � TO ASTM D 3034, SDR 35,WITH PUSH-ON RUBBER GASKET JOINTS.CONTECH A-2000 PVC - I . I _1 �� I � I P _n I J� W ,�6�',� , 6.......�,,,'g,",`�,�, �', ,, , i : � 4. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M-294 LATEST - , � , . I I ,I , '�,,,,,�,.;, ,�w _ , "-'� Is I N I i I`� w ,�,, I I , I V_.:�:,.:�,�'.] [it 1 14- N , - -I I 1111 41L NUMBER 120075, PANEL NUMBER 0406, SUFFIX H, EFFECTIVE JUNE 3, I I , - , �� "I I 13.98 � N . �, I ...... . . ,� BC:: " "', � � � 0. 2013, FOR THE CITY OF ATLANTIC BEACH, FLORIDA. " , - , V11 �,�" - 4� ." ,�� ; @0. " I I,.-- , , 1��, -e,U,,, , C? ,-,,`,,,,�,� ,,,� f," I I I 'I'm'!f R`,:", , ,�, ,� �i 11' �i��.,�; MEG . "I :�� ,,�, �1� I - , , I z , 11 ! I I I, ,�`,,, ",I - ,I ::�,',� ��,I',,� ,\,\w_','!%,1,'zP I a REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING.ADS N-12 HDPE,ADS N-12 HC HDPE, HANCOR SURE-LOK - f " , " ` 0 � �, ,,, ,,, I - I 'll, .1.1 " I I -I",ov 11 11 11 IMF%',,� -, , � 11 I I � , , 1� I -1- "'��, , � , I , I " " . - I � Ir �, UI'' , ,I I 11 0- I 0 1 1 � , , , , 11 I I " �, _p I � WT HDPE. p., - �,l i :��'.-. , "�`�, I """""', 11� I I �ry v ism I - I I , - - ��,��",�,,:, "'' " , "' I I I I I � , " � , � - , , , � , ,'�, ,-, P � - N'�,:Ip I-, 11.1-11 I I\ 1 ,6- � -, �,R,�\,� ,,I , � "', - D-D 5. PROPOSED"CURB INLET"STRUCTURES SHALL BE STANDARD FDOT TYPE 19,CURB INLET TOPS, PER FDOT INDEX 1,%,*-,,, - (� ,� qp �� I I - 1, I 1�',��";,I I 11 __ , , J-11,I 1-11 I I V , �wiiiIIIIIIIIIIIIIIIIIIIIIIII�_i I -`I I - I ,,, . , t� p 14 I I, 1 �. I �, , I\ . ", ,�" I ,,, ""I,+N_�Vll I , ,,��',Z'V I ��,I P , p I q� I """ '"pz, _+!�5* '' �,A� � � I , , DATUM NOTE: � " 4,11 �111.11 11 ,,11 ,,� "_ W1,11,51111"� 11 ' ' C.O. z #214. , � , '' '' ,-1 I -, ,�,,,,4�,,,_�_ ' 'I �,' ',,,�,,'�'�,,, I i I I , �, � , : I , �;, 11 , , ,," � �,, ',��, ��'' � , , ,, ��,�" , . 11 I I ,`,__�1`11_",,,- I � � I'll " _, ,\gg� ,,,, " , , " ��:14.bb -- 11 I . I ,:'� :-.. �I 1, -�> I""' I 1� , !, ---,� ��',,'�,,� 1`� t-"�,'i� ,� ,,��, ,,�" - I I - +1 �,�, , ,I\, "",, , _� ":, . , �'�,�'�,,'�,,,,',',�,��',' l .- ,,- , , I "I - , ,, , , , TC:1 5.30 , I ,1, I ' �_'w � ,,��,,�,�1,v� Ml',�11,,;,11,1,i lli' ", ,- - .. �,��, I 11",`1 i 1-1-1 ____1 , - " I --_" " 1 1;,�:4'� I��, , 1'�'_1 I I "I I - 1 1 I I TC:14.7, "\0�I"I"�,�I I'' "'A I ,",,"",":",,l, 0,tT - I 1� A4, I --1 1, I\ ,,, , �,� - ,�111'11 "o,,", � �:��,"", ,_� 111-,I-11 " _1 ��,", I I CONTROL BENCHMARK: 1 6. INLETS"SHALL BE STANDARD FDOT TYPE'C'DITCH BOTTOM INLETS, PER FDOT INDEX#232. d , I "", , \" '��",,O,'�','�,-'-,�"�,�,�'�",,,,,'��,S,,,-,,I,�'&'�,` , """, ,,� ...... � - I � 1 "e 1�� , , �, ",,__ ,� , I I 11 ,11 9" , I—— � 7. PROPOSED CONTROL STRUCTURES SHALL BE STANDARD FDOT TYPE'C'DITCH BOTTOM INLETS, PER FDOT INDEX I �\r i I , ", '44.60 �,,1,',,,,', V`;�X__",, """I""", :1 4.25-1 - � I BC:14.80 m, , "T I I 1,-, TC:: ��"I . , 11111111."',��,`,,& I ,�,�",�,,,,,�""��i�,,�",��,�',',,,,�,��, I M ." �. " ,,,,,lT ra, 1 14.10 11- I� ," ,�eI4 -��,' �" .�1�1�, � � , I, 4��,,,�_ I Imft, I "I" � �I".",", - I � l-,_ . , ,,,� , � 11" ,-,'�,- < ��' 4! I � .. I BC:' =0 I �_ " ""' I ""�c� - ,,, - "I,- ��A 0 %',,_�',' I ,�,, - #232.CONTROL STRUCTURES SHALL HAVE SKIMMERS ATTACHED ON ALL FOUR SIDES OF STRUCTURE AND BE I ��, ,, I , - �- - _1�I - �,,, , ., : , �_ � _111"', ,""Ill"', " , 1�� "I+'_',-,- "'o ,,, ,'G DETIC � ,, , � , "1��,1�1� - 41 mffill�,�, I \Illblv,,�� , , � el � 111_11_��,, , " , , � 1 I ,M, ,�� ., � I ", , *1 , 'I"I'111 " , ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEO ' I 1,:,. I ""�l,,� , - I I I I I I �:,�"""""""""", ", " " , , � 11 I I �, I "'' � .... ,,, , ,�, - I 1; , I -1 " , zz�",,"', '�,_, � I I ,�j , , '' , , - , 11 I z � �11 , , 11 I I ,� I . ,�� ,� ��,, E"IA ,,�"'b,,,` INSTALLED PER FDOT INDEX#240. --,:,,j - - , �, �� , , I SURVEY MONUMENT POINT IDENTIFIER: DL5741 LOCATED 2.25 MILES , 2� ,�� I I 1�1 , - " ;� 'A�I 11 I t'_ 0 I � ,I : ,� k �' I-, 11, ", 4":�......... � I"'' , ��,� 'I 11,,,,gi%� ,,,�� i,��tt? ,� . ,,, I " -, , , ,�, I n, iil %""O',"'I'�"t `,,�,P�M , " 1, - 1-11,111,111, IF a � I � , , ��, 1, 8,11 �'...... I "' I � I, , , ZD* " -1-0J � -, I -0 �,; -,",�I I �I , NORTH OF THE INTERSECTION OF MAYPORT ROAD AND STATE HIGHWAY I I t"', "', i I%4110*1"_,,�'111", lklo I 111-11-1,""' i I _f�"" I I I �1,,I--"",�",�.......I`z 1"1;1z',,�,,, 10, 11 � ' .I ', �1,p,'I 1� ,4 '� 1--1 � 0. PROPOSED BUBBLER STRUCTURES SHALL BE STANDARD FDOT TYPE'C'DITCH BOTTOM INLETS, PER FDOT INDEX , U,TT�ER� '11 '.- ,1 �i;, � --` I , I � ,!::�� I ;A,'�;,I "I I �,,, ,,, �-1 - ,� I ,��I� I I - � "�- I �j , I,& � ��, �� ,,�`z,�,�,,�.1, "l—,,��k"�"I"kIlz�I 1z �,,,��,,,,,��,4,,,,, �I " -,""',",`�,,',""'" F�_ � 10. FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT � . #232. , ,_�_ I I I L ' , - , 1,'� ", ;' ' "'�,,�L I I TC:14.40 I �. � 4�' - - - No. "" `�" 'N' , I - -, "",�'��,",,��',' ,,,�,,'_,"�',,'�, � �4z, , �'q,./ /I ��K bi I ;; D-1-1 ,��h7 ,- �4;�"�". zf� ��11 pl, M " �,' I I I I , I � .., , "-, �' , 030" ,,,",',,"t,,,,,�',"',,,,,',,,',,,,' PROP TYP ,-C.4,, "- I ��,,.`-7`1,- , I � I �,,; I I V,'�,LZL'�,,�,�L ,1 �',I ,-,,,,,�-, ��, E I HTTP://WWW.NGS.NOAA.GOV. 1�tl��,� I ,�- 1-1� I ' ",_%',_ 1, 1'��-,,'1111�1 ---"k,-, � �,""�"��,,�� '�,".L '�' , "I I ... .. , '�,, ,_�,�7�I"I �� ,,,Z11'1,'11� " " , I I - ,, '�111'9W'111�11' ,," , ,,,, I , _ I�R � 5 ,,� ,�V\.',,� 1, �_ I I i"11.,-,*1 �I , '', 1W", _1�11� I,,"1, I I ,� C. INSTALLATION: - . -1-111,,, , 4, �', , �,I� ,o'5"':', "I� CI I" I I __1 r_Q n . , , 11 I"�,�,,::,�,I I , """ \ CAT I ., 'N , , ' ':LL I _"'�,,��,,�.�:�,��, , " BCA L , 11 X I , Q - , ' f, - I I L 11 I ,a,�, I I ,,,,,,,,,,,,,, I",_'A __ , + I ELEVATION: 13.52'(NORTH AMERICAN VERTICAL DATUM 1988) 11 oj%� � , � � , . I�L,, , ,�,`I - , " " 15.30 '�, �I �� i ' -11 - ,''� 11 � _u ' Ij , ,0"',�,""4-kig"0 I I- �' w"", �,,� I ---I, I,' , L'�'L -, ��','�',' "Z\,Ill �,A � �"k��, 1. PIPE SHALL BE PLACED ON A MINIMUM OF 8 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND 4' 'L 1 1 :'..�,"I I I� � I I I - I\ I � I - rn d " 1, 1��" ,�," -c......... I N 1b - I 11 I I I Ili I `, 11 ,, ,'�:-",�',`,',,,,,>,,, 11,`,`1111-_:_11_-_, INV.EL. : �, TBM#1: 's I ,I I � ,`�, 5 , ,-dz' � 11 , I ' "' '"L��'� Z�! � , - GRATE : 13.75 1 � R . - I I I - - * � M I ,_k �L�`I'�,I',� _",L , � �.. - I � 1 4,:. _11711114'5"� -...... OTHER FOREIGN FORMATIONS,AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. , _ .71 STATION IS A NAIL AND DISK STAMPED EBI LB-7652 LOCATED ON THE , , - , - � , N�,* I 'i, I 11 . =01 il, ,I I, * . ... '��` V7 �1, I �, ,"�,, � � � i 'b �, 1,"I, , N111 I _"L , I " � �, , �, . I., . Nb 1_ �, - : , , , NI C. .3 1 1 2. BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL,WELL TAMPED IN LAYERS NOT TO EXCEED 6 1 1\11," I I I , 6 ' ' ,�,(". I �!'I'-,,",L�+,I ��,��, - �' I ", I 11 I �� / C.0 I NORTHWEST CORNER OF THE CONCRETE VAULT SOUTH OF THE I I I ___I I 0z E,i I I //,�, I,b. _,-,w P -4f'?v �-� ' "" I - IN,� / , I ill _r ,17 " _- I I I I n � I I I i,,,I....., ;p ,4 rn I i + , "'Ll" '' ,�'111 " I PROP MIES No. I �, ++ DRIVEWAY TO THE CITY OF ATLANTIC BEACH PROPERTY APPROXIMATELY INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE AS SHOWN ON THE PLANS. ,1, I , -0 X ". ��. -ff Il ��", , I 11 _7, .- �, +_ I :�: I I "I I I I I I -,:-+ ""':,�� 1 . I , I � 3. PROVIDE A MINIMUM PROTECTIVE COVER OF 18 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING M, � .1, "m I 1 6 :� " - I , �k ,�x ,�v 50'EAST OF THE EAST RIGHT-OF-WAY LINE OF MAYPORT ROAD. M � I (A 1A,)n � +-, �;, PROP TYPE"CA" Nu- -,' ".,'�,�,,�, ,," I '.'--. 0 I 11 I I t-. 1, I I I -, ,z;, . I "",,, z �� I - I I ,� Z;l . �1� " , , I N�l 01 BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. 0:�,� I I'D" 4 , 11, :, 11,1,; I TC:1 5.. IL"��,',',�, : 10.00 LF " ERF V I z '�� MAN H"E ELEVATION: 13.52'(NORTH AMERICAN VERTICAL DATUM 1988) Nt�;,I 1.�.�-1111 N CATCH BASIN I INV.EL. z 0 c: I 11 ,�p III 11, .. -0o z N / . 0z. ,��' I , I . "' I C, : . " I 0111 + .. 6 I i -_ 'TOP EL�� 11�6', 1. .., I � 0 L I " -4. I RATE TC: 4.70 ��k,,,',� 161�114M_._R;1�51 L �,,� � , .1 � ,�llt�` L , ��W,�,,�, ... / ' k" I BE ,L ," _�"I" ,C,,�,`I i , N'�p , ", ,, I--,,�K � X: le � 4 �jot L, 1 .2 1 ��"_ Q Hl,,",� EL,� 0,81 : - 2 " , / -a I I I I i!-�':1111 I z INV.EL. i . WIA� I I TBM#2: > I I ...I I tp 1 �, 'TOP El_� I " / 1/-�� I i I I L'� tK1 I I N I I I Ill /...... INV. Ff_,�-4 i`138' Lm�111 I - / "11D. STATION IS A NAIL AND DISK STAMPED EBI LB-7652 LOCATED ON THE TOF I ' ' � - - _11.11111-1-11... "I'll'.- 1-1-111- i / - i , C� � ! I I /I 11 ,1�/t"-------,, OF THE CURB INLET ON THE EAST SIDE OF MAYPORT ROAD, IN FRONT 0 , - , A I I I , I V:',��11 I . L . I - I I I I -, �-A I I I " �, rl� I,,,,, , � ,�,11 I . 'p - -, --,--,---",- _', -, _____,__,__,_, __ - __ r"', �� i . " .......____"_"_ " � I , /I I 13_ ! I I 14.00 � ,"I I rp �� 1�). ,�, I v 1�1\11* - -,--'-- -, - ,------_ - - 205 LF 4"PERE P�c I ��\�, I� 2321 MAYPORT ROAD(THE PROPERTY DESCRIBED HEREON). � I -,-:1 I � MEG I , 14.64 +f',%, A Io- / __ -,- _1- I @0,25%FROM C,O. I I / !, jj 1 4.56 - $ - - _., _------ I I ,- - 11 ___ - ,,, I , " " 3"TYPE SP-12.5 I b ,vt"� ............,1_ 14. . , , ' ! ��+ I I L � 1, 1, I MEG N z %_1- I - - + �, I /I 4' PVC SERVICE, . 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IN, I ,t!��"__ :__',r : / �,, I 1L.",":. .. ,�� N ,� \ I- FDOT ASPHALT PAVEMENT DETAIL CONCRETE PAVEMENT DETAIL t?'5 �, � � - '�� .- 11 , I , � 1, ,,,, I I-, t�� "I - -- " ,v I' , "'. -1 _,,�,,: . ,,�, ��:] - , ViM ,-<p 1: I -.�, -1 . 1 .p� � 1;.,�\ %,_1 : Y C) I .� , L, � - 4�r - - ___1 0 I "' 'L I , ��,, ,I m I � I �. .........AL.- �11 Lb b I I ��11 � . MAN HOLE WITall cp IV I I.. . -r- Atk I 011�1 � � f�-�,,,,.,,, ,, I 3%11, [.-"�",�A,�-.T __El/;1,v I t.,q< NOT TO SCALE 1. .. � I'�\1-11 1�1 I �AM , WATER LINE 1111�" I NOT TO SCALE I I'-I—-- �� , 1-* I \-. 1\11" I , 1. I / Wl�11 N�1- 11� I . I X 11 , ,�.,\",.'.�'., 10 XN ` ," . 11 - X (3 �� 11 , .�� ' L, , 't" "". r TOP E!_� 12,72' N 0 w , � 25000 �6 Q -1 _\111� L� _ - x .....---,,,,-- / - , I_-" _U t -,C 0c / t� 0 4 — .— I tl�l - N ,�. _� , _ �- � 0 '' "'N '(P) 4� ".., ,1:,��i I 1/1, "", , , , , ,1 A14- 1�1 NA ,1��,,-,_ _,_ _,"—\�L-F��' I , - -, , . -11,11, . - , —t'�'- 1, I/ I ." ! " __0 I 1:��,�:,"'.�.",I 11 I/ I h I VALVE I . N � V � � I _ 1, , .:: ,:;1, _1_11 T_ .-: N I 11 '-��, - i 11 L.., �� - ,b N88-36:45"E(P) lb'I q' 0 (3) 249*85'(F) _f�� "" N - ,±-, y --,-,-,---,-,,- I , 2"TYPE SP-9.5 L ,I � , 1 , N ___;L�_____� � I �. 1-1/2"TYPE SP-9.5 ASPHALTIC ,V',-:,i"� I �I 111, I I I I�'I"*",�',�,". -I")* S88-19 38"W(F)-4�\ + -4.1 � '.�",: / I ........""' �\ N" I . 4v I %vliM p* - ,�) t�v _111 I I,-,,,--- " .�.', ��':,-,I�,,", 'I-,' I , ... ", ----I,-�__ "I ________Z_________________ - -_ lip � - � - -_ASPHALTIC CONCRETE � " I-1-b."I _,p _1�1 - - ±:� - - I c§1 � CONCRETE SURFACE // SURFACE IN(2)V LIFTS I I I� IQ I I rd � " �-;`� I 11 \\, N1 I I z . . 1;,��0111 t.. � 1\11/ � � k,,,�', , 11 II N� � / / . : I �:. , \\\ �1* ,�I W..� \ I � -t ;:I i i: I i -��-sr'"" I Ill \1 jT,':,'r-` 1b. I - _* . -1-1 _'T I i mmil I K 11 I ,�,N I - 4�1 . '. " 4. LINE OF FAIRWAY VILLAS MINAMMEM, 11 i: ;11111111111111111110=1111 I I '';, /,/ I/ , - - .�., I , /I," /// / /I",//", Z / "// I/ /// / / / / - / ,� I "I"�"',�'.-, 11 A 10.00'(FDO I I .�'��:.�_.' 'i I PLAT BOOK 39, PAGES 22 AND 22A I � I I'le/I , , I / I /I I / ////, // /" I I,� f"t �,, -I� I -, ////// �// ///// I i,.-',1:_:'i 1�`Ii I I 11". , 1� 1\��vl I "I'L - - \ i / �11 / . I I /, , , " , I I I 6"CRUSHED CONCRETI I/ // I / L, I �� EBASE /// / / / 11 I/ / I, / I.- _.:lt�l� t \ . ., "-/ I ',1 / 8"CRUSHED CONCRETE BASE / I . 11� I�.l ,-� �� I , I ,.. q,-- I I ,�_�,. J LOT 51 1 COURSE(MIN.LBR 100) I/ / 1,UUMOr kIVIIN.LDK IUO) // ; I 111111 I� / ��/ .1 I I'r . I I 11 I , I L , I", //// L / I / / I I'N- ", L I __j I I I ,� " � I I / ///// / '// / / � ',�- N il Ill \, , 11" ////-//", // , ," ; , " , , , I , Z , ,/ I � // Z . .— --A , �I _?, I I - X —_—_-41- —- ,.lit _:s , 'p, I ,� — — 4-= / / / T 1;� I - - I=--=�-�E:: -E: LOT 50 , -,i, -,�_ "& ---,,�,._ L -�" 'k - L,�,_ - C)_("-) -) - 'If,,' ,,�,) I I , _==___�:4I-- - - I' i "'I�- , , ) I � I r I la" RCP -010 12' RCP j . I zo .. x , ,�(, : 11 ,� x", i N')' GRATE INLET LOT 52 FAIR WA Y VILLAS U I�ET I 'll I 'N' 'r I ,- vi� I " - ' ' 0 TOP EL.: 14.80' 1; 4&�_N,, 4 , T�F` EL: 14.7 1 - \ I PLA T BOOK 39,PA GES 22-22A I -_�"\' - "I , , c )s \ If ," I., `_� I L_ ,1� \L. . _�,, ,� :1 - ! IiFy , . , I __: INV. EL.: 12.10' 1 " , � ROAT EL.: 'I '91' 1 TOP EL4 � I � I . � I K, I i H INV. 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"//// RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE RIM ELEV=AT GRADE \ AAS R,4:� RIM ELEV=AT GRADE ,��\,\,\�\��,',\'��"\\�\,��, A ,q8 /// RIM ELEV=AT GRADE !� ,\ \ 0 / RIM ELEV=AT GRADE ,\\� _____ Q I.E. = 7.33 I.E. = 7.41 . I . :: 7. ll I I M1,1111 1 . IN - I � 'M* *' �P ' - I I " * V&,��,% ,�C,, " I , ol ,N �,� ___� \ ,E _\C >--'- :X- ,- I C.O.12 C.O.13 . 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I ; : : I z . z . t 6 ...----l__ -__---____.._______..,__,__--_l-l--__.I_-, PROP 4" PERF 1-�-.-zl�-1.�-1--l-l-",--�-"�-"-,-�..........111111111, ___�. . � . . : . : . z I . 4 q : � I � z I I z w � � � i � ---I---- � I z (SEE LINDE DRAIN DETAIL I � z i � w z z i I I i z . ; : . ; z . � : . � � � � THIS SHErT) I z w I : . : z � . � � . . . : . : i z � t . . i . � i I . i . z � z t . ! t . � ; t � . : � 1 I - ]A *t - -_-l__,_____ � ____ i--------------- 7D C i � ,I ! I . . i z : � I I . I i � i ; PRECAST CIRCULAix ATCHBDASIN " PRECAST CONC'RETEJOP SLABD 5 1 � I I I . . ___ I — 5 2 0 5 10 15 20 �5 75 80 85 90 95 � I SCALE: NONE ,� 11 I I SCALE: NONE �' - — - I i _�� , - � _� � SECTION D-D I I � REPLACE WITH SKIMMER NOTES: �1_ I � � ITEM ELEVATION WIDTH(ft) HEIGHT(ft) � ' ,�, I SCALE: H. 1"= 10'-V. 1"=2 1/2' i INDIGENOUS SOIL IN TRENCH MATERIAL = GALVANIZED STEEL 0.1345"THICK(10 GAGE) I ,� � MOUNTING HARDWARE = STAINLESS STEEL I- I 1, , 11111. I MINIMUM 2' COVER OVER PIPE GRATE 12.90 Z-10" 31-111 I- � 1%........ 11111. i BC LT SPACING PER FDOT INDEX 240 I'll I ; I \-� I 111114111111 1, � / ", / � I" I *I,-�i � , I / "I�1, �� . �� I / / ,,,, I I WEIR 1 11.85 2'-9" 01-411 11 I I IN, / I . �/ ,\\ � 5 �l, \ I/ � /11 I WEIR 2 11.85 2'-9" 01-411 �l I /, \ I - , WRAP UNDER DRAIN AND I "I \ / "I I / \ 2... IN ,/ �_ / I �� // / I I � GRAVEL ENVELOPE WITH N/' /,,/,,/ / / / I . �l I / I / / / �l � // / // // � .� FILTER CLOTH, FILTER X, I,/ - �/// // / I I I / / I SKIMMER TOP EL 13.00 11 I \ I MIRAF1 140 OR EQUIVILENT / I" I I "N 11 \1 &-011 11 I I I I � y '/ �X "I 'IN, // � � ,///// , � IN //// �_� CONTROLSTRUCTURE A I I � , ' ,_�r I � / , z / 05MIN ll� GRATE EL. = 12.90 A � . IN \/ t�, X,0 ,1,/11�// / . . . - .- — i � � �,.. ��> � . � . �,V. 1 1 i . � / /,//l'//// � " / .. � .. 13 ", 1\ // , " . 4 1 X , I N. I'� ", �, `1 / / \ 1_� � � - ,� I � (Typ �,� ", < \ , � �- . �-' ) ,�� " I — � "I I I I ,- ,� c �, � N/,�l 1, "I 1, PVC UNDERDRAIN SDR 35 WITH �l 1-1 I �, �, - I �-, I / 1, , K � , \ I /I 1� 1-1 - . , ..... I / / / \11 PERFORATIONS AS PER AASHTO 1-1 z - - - I- - _b 2 �_l —BOLTED OR OTHER I I -z. - - - - -_ - - - - I - -, " MIN 6" GRAVEL ENVELOPE / "//l/ / /" // / / M-1 89 OR EQUIVALENT I j I OF COURSE AGGREGATE I/ /I " \v/ / I 'N / , // / /I , 1-11, i I - EDGE OF SKIMMER I A� 0.5MIN , I N // ",_,,� 11 I I//,I << - �V, \\\�/ , \I-" I I 1-1 �i ,\ , I I I , I \ , , � \1 I 1�0_ �l 1�1 'k I \ \ / \ / I .-I., "I 1�1 1 ;!!�__ 1-1 11 � , � - I �'I 1-1 (O - I/ l<_ . I = ii , �l 1-1 I . / 1�\ - SKIMMER BTM. EL. 11.30 11 � 1� I 11 ), , �� l � � I (( 1-1 -11 � COARSE AGGREGATE: GRAVEL OR STONE MEETING THE REQUIREMENTS OF FDOT STANDARD I \ /) ,_ STORM SIZE: 10" �,�' I � \�, ,,� SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTIONS 901-2 OR 901-3 RESPECTIVELY. I __:i;f;�� INV. ELEV: 6.82 J - THE GRADATION SHALL MEET SECTION 901-6, GRADES 4, 467, 5, 56 OR 57 STONE UNLESS - - - .1 , I I I . 1-1 I ,� 1-1 . � A � . . . 1 . OTHERWISE SPECIFIED. 1-1 .. �.� . �l �t�� \\X% l '//// I I � \ I 1-1 �l 1, . STORM SIZE: 4" PR2S � Z� kjlAS R,p / I > . ______ \ , .��\()t.... ,q // E .. ... 8, / _l\ .... . 0 / , �p , '� � �\C,E .. I \�\b 11 ��. ,11 In K #4 \\,I'k\ Slt""N"" _------ 11 - 19�__ ,I �l g ,\ THE CONTRACTOR SHALL SUBMIT TEST REPORTS TO THE ENGINEER TO VERIFY THE 1-1 "I . �� INV. ELEV: 6.82 ,� . I ' _�� : H G, i H L E R � N 0 5 02-26-15 DTR T ACCESS&SJRWMD COMMENTS �l . .. -pol '�� 1-1 /;---,% :�_�� I--,' BOTTOM ELEV: 6.36 " k "V 1 ,,\ \ , . 009=&AX YMNN 1 I I \ , " , 11 I , . I , �, Z =��l \, I IN . SUPPLIED MATERIAL MEETS THESE REQUIREMENTS. 111 ll , I \, " I ",\") ?7�DTRE FDO : � ! - - .:: . 10. 7 96 *%. *- orls — 12-12-14 _�R Z : . - A� -�FJ PER SJRWMD&A.B.PUBLIC WORKS COMMENTS - . I : - 4950 W. KENNEDY BLVD, SUITE 600 -_u I.. \ . - UNDEIRDIMIN PIPING DETAIL j& 11-21-14 _��DTE - . . .:� ATLANTIC BEACH, FL . CONTROL ST'R U(-1,TUIZE DETAIL TAMPA, FLORIDA 33609 �DRW_-'_ - �A -. STATF nr: Y�/l.�: 1___%,�� Phone: (813)379-4100 REV. DATE ,::��CHK DESCRIPTION ., ". . p . GRADING AND DRAINAGE DETAILS F - . . . � I . : � i : i : i t : : i : i t i I t t - I i � - i � t - � t t t t t t I t . i;;; ...�..... I -� \1 PER S J]DLXWMDI\)EQUII`\EMENTS Fax: (813)379-4 1 1 .' R:. -Y , .\ 4 M 0 D I F IE,DilDIDNECAST FDOT TYPE "C" INLET 040 D " ' 40 10�' **' '�' 3 ThomasEngineeringGroup.com DOCUMENT CONTROL F�L eR(Dg�r,'�l luo. 0 PROJ. NO. I I . I I . I— . FLORIDA BUSINE OQ9TI-IQR A .No.27528 1 DWG. NO. C-8.0 1 ! . I I __ � __ _ I � � . - — I I I I , � I I I :1 � I I I I I I � 1, 1 1 1 1 ; 1 � �, .� ; - , � " � i . . I I X I I., �,�."] LA-.z ,.,-.,--, . .. I . 11 " _n . ___.........- ,-- � I---- I I I l 1, . . — � _ . _ --- . ___ __,__ , __ . ___ . ---",-,. I I 1, I zl'�:"" 11 " � . : � , I � � \ 1, I Ili ,��,, j �� 00 III il. — I , I ��' �,., -i EDG,E OF '�,h1%Ti,-,,,R I I IS I \1 I I ,;�:,:; � � / I 9/8/2011- '_- I I 11 11 [,I 1-1 ,�-.��11 / I I I �:` ,_�".�, I � ,\,E,� I !l I! �,',", � \ . � " ,'GH8ORNING l GENERAL NOTES FOR WATER AND SEWER INSTALLATION: I , �\1111 1, .1 .1 � z I I [,_1, cl� / I " I (",-".`.`\ I I - -.1 I . . , I ` 8UfL'iMNc , I , �,�.? -a ,� I . i 11 11 -, v_'] I , I ��F' Ei_�' IIA I I I t, I < "f THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTIUTIES AND FOR I l �1.�',"-,' n \-11, TOP OF , DAMAGE TO EXISTING UIILIIIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE I 1, .-.2 i 1 1 1 11. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18, CLASS 150, :,:,.;.I, I ,'I 11 , . . I - F3 ANi\ - � I L , .1".-I I i '--'-' __ � ONE-CALL SERMCE(800-432-4770)48 HOURS IN ADVANCE OF WORK. PVC OR DUCTILE]RON, CLASS 150, OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET. I 11-1 ,, ` , "', . "I ,I I I " � ,,,i...... ' ' 11 I , I I 11 I, t�� ,1 IG I-,---- __ %il 1,1\ I �. q . I � --- , _ � ___ - --------- , ___ ,--'- 12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO AS D3040 OR DUCTILE IRON CLASS 50, 1 1��.:�'.,.�� :,:j I 11 L.,,��, - -- E'ASEMi`-_NT PER OizFICIAL ,-"- , .-"'-,- � . ____ I I THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE TM . .. , , "I r - �1 I �- . 11 III �. �.. . I.� _,` 1 I .1 .1,- RECORDS - 0, PAGE 2256 _+ I . .......... _ ,___ ------- � CONDITIONS. CONFORMING TO ANSI A21.50, AS REQUIRED, OR BETTER. .- .- , 11 B60K 5811 01 -_ , _ , --- , --,-- , _ , 6�'" � .� I .�, " , I, I , 1\ �,z �, - . ��,f�,�� I �� L ,. < A- CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH 13. ALL GATE VALVES SHALL BE NON-RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON-SHOCK WORKING , I ,. _N 01 3 ,; �:11 , I,:, . 0 4 & � - . I I . '. ,r T(2)VAPPROVED RPZ S 0 N88-17'50"E(D) ,� N , AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED, VALVES SHALL BE IRON BODY BRONZE ' i 1. ," i " .� I 1., / �� Qy 10 00.00'(D) 11 I 1, [ I ,'I" I I A- " I,.-1. . . � .�! I I __.1 BACKFLOW PREVENTOR N I I ��:---'� � ..I ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICAflONIS FITED. VALVES SHALL BE CLOW, M&H, MUELLER, OR APPROVED EQUAL. VALVE BOXES M � ". I ,� ,�'.�,, EXTENSIONS SHALL BE OF CAST IRON CONSTRUCTION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE NON- I it,"1,I,, - 0 1 11�_`,��_,'�z,- �� . . -n I, I �I., ""_.1_1 . 01 299.88'(F) . —-In , , . _j �1��L �:". ,:,,,�i\\ I -'-.."11� I I 11.... 1 7,-7' -- EX.V IRRIGATION METER]'N�, 11 '5 ''E(C 1� d)76 -- I[�...." "'�.`7: � , ,, ". UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH REFERENCES JEA SPECIFICATIONS WITH TACKY TAR ENAMEL COATED. TH SCRE I - , . 11 - ---I"""', , � : �., � � - __ I � . , - ,"",,!�, EXCEPTIONS AS SHOWN ON THE PLANS, OR IN THE NOTES. ALL GAT VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT(COUNTER-CLOCKWISE WHEN EWED _ . - k E s I"...... .1.I , THE WORD'SEWER�SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. , ". / - - %, 'Iy� ) I ,� - , M � I 11 ' I,'� qq� I / m 0 i �� :_�.�- ,1�,�.,,,� , . , FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. ) ._ , �. :,.�, 1 14 _� -7 , �, , '.- " -- I ION FOR7OABi7WA ER SERVICE ., 1� ll I I .,POINT OF CONNECT - ----- ,� " .- UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH , - , . - I I I i� � -WATER METER. .111, 7 "�, , I" . 1,:, i� ± x1i'Al 7/ . . L4�1 � I I �� . 0 ) � __� (CONTRACTOR TO CONNECT TO EXISTING 1 O� il"_l -- , ---t-I 1, . i, .,, I ii - . ',�_ " I �i".� � . , 14. HYDROSTATIC AND LEAKAGE TESTING, AND DISINFECTION OF THE WATER MAINS INSTALLED SHALL BE I , , �` , 0.00'(FDO� � 11 1\ , PUBLIC WORKS DEPARTMENT(247-5834). TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE - � , : 4 ,.:�,�',�,"��31`.�::�"':_,� " ": 1. I I I " . , . I . . , � CONNECTED TO THE EXISTING UTILITY SYSTEM. I 'I't I I , - � �';�:lj I I VIIINJ-�11 I "... THE BACKFLOW PREVENTERS MUST BE TESTED I ., ` .'...�,:,,: " PERFORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555. A REPRESENTATIVE OF THE ...':�,.:��.,�, - ,V,� '� ' �, ,�,'I`.,::.�,_1 1, :"� ,I i'.1, IY 'WATER SERVI,E " '',"1, Z I I -1--_-......��,, ALL WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36" CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST is TO I , . � � -�,I I t 8,I, __,�_ 111-111 .. BY A CERTIFIED TESTER AND A COPY OF THE RESULTS 297 LF V I L",_- -111, BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER, --�'� II I il�,� I I ,11 i -. ... kv. W_ I [,,��:�::, I , , , (I 8,,x6,,TAPPING] I MALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. _� W MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL : . .11� 1.1 I , I� . " W VV- W—W- I BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. I ,,�.� I � f�,,,:,:11 I . >-__=W_W— F—F F F—F . 1 15. FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTI I 4.: �I.. .� I VALVE&SLEEVES ' F F— - - - I— � e- HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62 UTILITIES DEPARTMENT. C BEACH PUBUC ,'�,.��.,�' I I �-� I I.. - I '__-Z��F—F—F I---- I,----- X __111__-....*.'.�,,�------------ � , I I 1,�11 I� � 265 LF 6-PVC FIRE LINE---- 0 go-BEND--� I \V1 PUBLIC WATER SYSTEM MAINS: -555.314 (F.A.C.)LOCATION OF ,".1:,�,�- I.:"��,,,, , I I' I : 1 16, BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY,PAID FOR _. I. �' I 1�, � q i I . . . I mom - - I _n I cz (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM AND ARRANGED BY CONTRACTOR. COORDINATE ALL ACTIVITIES NTH CITY INSPECTOR ,�,,- . �, . I - .. - . . .1 I ,�, I I. - � ..4 . I I I ,�,,�;�z, SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE - _ I �. . I 11 I � . , `1� ' � . � 11 I I I'.I.'.:. � ,� .... . - �L'��=�,", l��=A,_ _ __ _ -_ - I . . ` -..... _ 17. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER A . . �ri "IlD. - 1111- - - __ - - SEWAGE TREATMENT AND DISPOSAL SYSTEMS. -4, . . ..... I I - ____1_1-1_11 11- , - - @41 ,� - ,O, m 4� z� "W" - - __ -, 11-1-- "_ - -11- - _ __ __ - __ A)NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A LINES HAVE BEEN PRESSURE TESTED, DISINFECTED AND CLEARED FOR SER E. -1. � �A " 'A 'r I�`�I -, �.�:�i��., 11 , , I - 4 4 6'FH ASSEMBLY FIRE SPRINKLER LINE __1 1".. _t____,____ I 0 MOM , ,1�1 _ �. . . . _--..... .... .... .......--,,,-..... 14.2,9 m A E,`-11'0,-E�,`f, 11 , � ( VIC 11 .1 � - .4. - ' . 7' EASEMENT FOR SUBJA 'Ok T I - 11 18. POST CONSTRUCTION TELEVISION INSPECTION AND 57 DEFLECTION TEST HALL E REQU RED ON ALL RA , ,,,:".: I � I 11 I, . 4 , . I HORIZONTAL DISrANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER � . * 4 - SUPPOR .1, � - VALLEY ,UTTER I . .. I , . l"�'�� . I, '. 4_ ' REC T PER OFF10; l "I-:_-�\ -� - MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER SEWER. A FULL REPORT AND TAPE OR CD AS TO CONDITION OF THE PIPE NTH PERTINENT DATA SUCH AS , I 11 I Al V I I POINT OF SERVICE -",--,-, - - - ��____ _ - ----",,— - - -,-", I S B I G VITY I l'. ,� I I i�'_,-�Iil -4 I 1, -,."�:�;� I ,�_ - - - ----",,_,_ - _"_,__ - - —, FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART I OF ., � 61.-DD,CVA PER , -,",-" ..... STORM SEWER I I �k 11 CU,10 . . . ,,, i ,0RDS a g i� ..... I _1.... ..........-___ - - ---,,,- I __ , I �- .. Q i� " I ",""i," I \_ I I DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC., SHALL BE SUBMITTED TO THE ENGINEER AND " ""� " -P 'A - 11 — I � "I","' INDICATES POSSIBLE o �� 'MI"� , �,��:�',:.'.111 . V![L 11h 1 - � CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PR OR TO NAL - 11, .."'] I (T CAL) . I ATLANTIC BEACH DETAIL - ,______ .- - __ -- - - -, _",-.........- M Im i1mm amm ...__ 11 I'11\- CHAPTER 62-610, F.A.C. . . - . _11--l-1- - -- ,---—, iiiIIIIiiii= -, , I I DRAINAGE EASEMENT ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. I F1 1i"_� I I I *� . - . A-:N_...11-11-1--__ � � ,1,-'.111 z I . ... . . . 7 -I__-, - - --\ - -, ii utf�� 1W . , . (8) NEW OR RELOCAIED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A I I . I ........-11111"-- I— J -, I,i 1 HORIZONTAL DIS"ANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN ,,,�,." 1 4. -.4. - -- I r I 1,1111IIII . ". : 11 ... ... � *A... 1. ').111,,\,,� \�Szl�_�� 19, SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. . �,i THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED l�AbA7 , �' I I VACUUM TYPE SANITARY SEWER. 20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED NTH THE CITY. 11��'��-, I ".1, fli-mX11u, AN.") I &1�1 -0. � ,� I- I : "" 1""',I I ,� .I� _m i i E� � � I ,, i, , ,�zl = -11111 ,�, : I I , - 1�4 I 1E �.,1, 'd , I I 21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. I,-,�--:,-�',,�,�':,,��,.l t - I I I I I I RECORDS 1101�� 59"4 -4 1714 PROPOSED CLEANOUT I (C) NEW OR RELOCAIED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A ,-� ,� ,. . � I I I,.-., - , __1 — - ,__--1 22. ALL DISTURBED AREAS SHALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT A MINIMUM i , 11 I -�'11 I � I ,�, , . C.0,2 @ IE.=9.05 HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE I V �_'l I I I I '.� - '"i I I . OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY I I , . 1 4 � RESTORED TO PRECONSTRUCT10N CONDITION. � ` I ; �� , OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE I I:�,�.,:`�1: ,� � 11 Y'W1, �� I ,� � I � 23. EXISTING ASPHALT SHALL BE SAW-CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET k� - I 11� , I I l 17 LF 4"PVC SAN. i CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C. PAVEMENT, CURB, SIDEWALK,OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE - - �' I Ic ) I I 0 ��,'��-,-','-.� i X I I f�,,",�,.':,"'.I I PO il cz, i —— . a" Pvc WM @1,00%MIN THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDDINATED NTH THE PUBLIC WORKS INSPECTOR I N ,��,�, � 1 .. I 1- :;-,- � ---a- - I TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE T""�11 , 11 1 C-4 � "!� I I I . _�, LEANO I I�:":.,.".-,��.� r- � "-1 i - A i WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER, 24. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER ,�-�� " , fl PIPES OR OBSTRUCTIONS AS REQUIRED. � \ I�,' '-, 'I , � I - I PROPOSED C fl I� -1,1] ii I , � I _',/" I I ,1�1_ I i I.. , I p I I z "a I �z l C.O.1 @ IE.=11.90 _n I (D) NEW OR RELOCAIED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROMDE A HORIZONTAL 0 � I ,g" , I ,& 11' , _�.,\ I 11 I 0 0 , _,", -0 �11" I I.:..,?1',AI N- � � ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN W ,,j, I I --: --: I .�;� !,�- :� I,1, R I , ',Z, 4 X, I I I FIRE DEPT.CONNECTIO I I, (A -p� SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. l � < . ,11 I A�:.��".%�-1 (SEE ____r___7 4 . -,j N�j �,,-- � , I < O(L [L�1�1 �� I i 11 I/.- " 0 1 . .... 3 - � CONSTRUCTION AREA. LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTS - " I 1. ' A FACILITIES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN I t. I��,. 'A 11 1 ,�\ - ' V) U) 25. ALL EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. ME II, .., �I � I- 1:,RR"11 N ' I I �\ DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF � I-,:,%,�::o,,,, i 5 1 1 -�,- �� ! I < M N - 1 X , PLUMBING FOR DETAIL)- . I . .1 . . 4 . - - - :F17 . . - (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM EWERS, -�:', , I 1� 1� z _7,1Q ''A . � ,� MAY BE RESOLVED. I t:" I ___ : , _p: I .I III �Z, I 0 - I ,I ['�'�%': c 0--: , . , . � — - _F '4 ..., I m �_ � ,�tl �i I -� U , 4 � , .. , = - � - 0 WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. 26. ALL PIPING ARRANGEMENTS AND LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, SHALL BE PROPERLY �, 1�_"I � � �5,,H Q ��4 I - .1..�1 I I - I _ " � (A)NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR � I,— ", �' �..�t"1� --t --:-;- l :==� I"�� --,, � I 0 .1), H,'It , rTj M REFERENCED AND RECORDED ON THE RECORD "AS-BUILT'DRAWINGS. Il ,,, �0' �,� I W P, I,,:.-.�,j 04 / ,ii,g I I - 11 (A _p� M � � 3 LF 4"PVC SAN. I : q 0 PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE 27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND CUTTER TO EDGE OF ASPHALT � it ,,'---:,, -p- t'j C; � � i �. , .,�:I @1.00%MIN � LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 PAVEMENT. REPLACE MIAMI CURB AND GUTTER IN KIND. GRADE TO DRAIN. I 1�1�,-�;,�-,-] 11 ;� X I..41-1.�Il �-� it" I I I". I Lu . ."'. " _p: __z 0 � l I OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. I �,'��:'_' !S J� " -.7,0 1, ( -.1.I I 0 0 I I , I�, , �, 11 I 1 " , I I �� 111 a. . 01, , k / I 1.,Z, I . HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 1;��"� "I I 11''H, ":, I`�,,,,� .. .. I �r- �I/ I,I lk,.�,��,.,:�- 1 28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE ",�': �:. �",`� I -`,:� "I �� , I III I ,,��., :,�`,,'�',* I� N � (IN C,I.VALVE BOX) / -::---- --(2)45-BENDS (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR � X I -, 11 � � 1.�-_'�, �I---_TI I INSTALLED AT EXISTING MANHOLE INVERT ELEVATIONS, AND NTH UNIFORM SLOPE OR GRADE BETWEEN I I,,��:�, 11 I I I 1\\11N v // � 1. �, .- _rl :� - I I .. ..0 . SANITARY SERVIClE SHI IT OFF VALVE---, I I I 1 A I I 9" � . . ��I I R I , 00 .. PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE I ', I III I I,", "_ � 0 1 � INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER. PREPARE CUT SHEETS �� I I I . IE.=12-00 ��,,'." I -C) z,."',�11 . NTH INVERTS AND CALCULATED GRADE PER SPECS. . 11 I I I-..-,. 11 . FIRE LINE CONNECTION--_� '- i MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE ":1., I �� Is�,:-1 I � I , i I., I. I - � I I �I . (REI ER TO PLUMBING WATER MAIN IS Ar LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF T E 0 ER t""I!.` _111 I I I i,I �' 11 I �1,��.'I'-, I 11, . \\ I— . 19 IE,=12.00 H TH 29. ALL EXISTING WATER PIPE, INCLUDING SERVICES SCHEDULED TO BE ABANDONED, SHALL BE REMOVED IF THIN ' I. , ,. l 'll .""z-" � ." F LANS FOR CONT.) :E A, I I PIPELINE. HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER W1 . __ � - . ,1,:". � PIPELINE. I .. I "! _,",�,:`-_, . TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. �, � . I , N— LN I / i 1, . �1- - I 1'.1 1,"I I � 30. IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY, A CONSTRUCTION METER AND BACKFLOW PRE I'_'-,��.�,-] , � � I 11� u"."�,,,, � I "� PLANS FOR CONT.) (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS(A)AND(B) ABOVE, ONE FULL LENGTH OF VENTER ,�i �,",I.,1,-,.'�' : "____� SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUSUC UTILITIES DEPARTMENT. ."*.",.. 11 I i " "I I I" , , = I— (REFER TO PLUMBING � I ' I ,e -11 , -42 LF 4'PVC SAN. ." WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN I IL I / � , I I�,".:,,�� 1, I I 11 I I I . I-�,��"':11 I i �,".. 1i � � I N§1 PROPOSED CLEANOUT------ . JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY,AT SUCH CROSSINGS, 31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. I �1�, I l I .11. " 1,,I I I 11-11 �1 I 1*"�-",�,'�':,,:�. __5__ �lk� � .. - � � I I ., 1z' THE PIPES SHALL HE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM PAVEMENT. �,, ,� �,,� T`-rPE L. CURB � I 1 �14 @1.00%MIN , / .�� I n BACK FLOW INSTALL BLUE HYDRANT MARKER IN ADJACENT - , r, I �> C,O.3 @ IE.=8.60 c /, PREVENTION Df ".�...�I , I . _', I',?:- v � I,k--*" I Q I I I I . . , ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES I - --1/ k _�_�_:: , . - 4 9 . 1� v CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C., AND AT LEAST 32. ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS(SAW CUT). _.�1 11 (TYPIC ",-��:"� I . \ I , ., 11 I I ' ' 1 �'" -.�jl I �. . ... I 1"WATER SERVICE � .I , / d, SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE : , . I I I I,, ..:�.1 - . . . __ z - MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER , I I OF OAYPORT AD ill I , ,�,�, ,., . - . . . . �. z 62-610, F.A.C. "S" ON TOP OF CURB. (6-FROM EDGE OF PAVEMENT IF NO CURB&GUTTER) -.'I;I."�.* I _\___1 � � WATER SERMCE - "W" ON TOP OF CURB. (6-FROM EDGE OF PAVEMENT IF NO CURB &GUTTER) , �:� �,,,, I � , - I -"t I ,� l :,,�,v-- �� 11 , ,, I 1�`��"�,' I EAS*RLY' R,1W INE I . CONNECTION IE.=12.00 . I I / A-11�'�_,", , 11 I I I /P@&P , I .. � I ,A I-) SEWER SERVICE- � .1��,O,. 'ST�TE ROAD A1A) ____� it, !,��-"";�'. I : , v LIU Y091 6r (REFER TO PLUMBING ... I . . I I "V"ON TOP OF CURB. (6" FROM EDGE OF PAVEMENT IF NO CURB&GUTTER) I : . �� I I PLANS FOR CONT.) I . .V, 1 (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES � VALVE- � I , ", I . 1/ ��,,�.:1 I I I I I . v I 1"' "' , ,, I I Q`�"."l 1�.i`"�"l IPER DEED & FDOT MAP I I,I , �it � !�,-"",�g��..,.. � I ��__g , i 6 2 U) . IN, k � . I / . ,/' I I I .,, , i ,"-,- VALV A ./ �% ["---4--, CT NTH, ANY PARTfOF A 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE I, �,, , I ��,I I , I I . Il (A)NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTA '. � ;ECTION 7y3O III V,_1 __, � E--'--" . I I,,""" " , , I _ . , I . ..I I -� SHUT OFF . � _� SANITARY SEWER MANHOLE. ,��:l Ill� "ll �i V, . .1 I � . \7 . co"N'l"RE DOUBLE STRAP TAPPING SADDLES NTH CORP. STOPS AT THE MAIN. , '� ' I / l":1.1 � I 1p ".1-1 (9,973 SF) (IN C.I.VALVE BOX) I. , 1� � ..1v ", I ", ""'p, ) I :� � .1 11 �` ` I I ;, t , - � . I :1 (6) WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT � �,, I��-,,I I � I , I . 11.z" 1,11 t,I ;�,- � ,. �� ... / z u NTH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. 34. WATER METER BOXES TO BE POLYMER CONCRETE METER BOX PER JEA WATER DETAIL W3 AND W3A f � / ��,,':,.ll . \ / It WHERE IT IS NOT TECHNICALLY .11 I� I , �,'-. . /1 . ,l�,:":�,' /1, q, I I jl,� 1,'-:'��",;"" , .[D SITE AREA = ±11 .86AC r .% 1� v - �1' I ,I,--- FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY NTH THIS REQUIREMENT(I.E., 11 / I ["�-,`�Ill I I I ELECTRICAL , .�i ",ERE THERE IS A I �. . z ,� I , j : �,�, 4 l 7 . I I I __1 - . ," I .. _,;.IL�� A .. I I I L 11 I F." , I . � i ��; I I SERVICE CONNECTION / a A �I � CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING 35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES, 352-589-5888. 1':-:.-:-'.,�l fl, , I __� I � - I . I k t � "� ,, ,q . .. I i OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS I �I" , I 1 1_4_� FIFE = 15.50 . . ,NOT ECONOMICALLY � - (REFER TO ELEC. � [;'�,�-��-%l / I / I 1.I.,"'! I .. I . � SENSIBLE), A SPECIFIC PERMIT MUST BE OBTAINED FROM DEP PRIOR TO CONSTRUCTION OF ANY 36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANIOUTS AT THE PROPERTY LINE. I 1,".1�-, -,- � v I , __ " __11- J A- �,,, ��."i � EXCEPTION, � , 1�1 141am", , ::,d -I----=- '7...........�_�� ,\N i CITYOF 1 37. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF I .� _ _ I I...... ,-,,- - j,,,:_, - - - PLANS FOR CONT) ,_ .,::,1[i 1_1�1 -1 -1 -1k- I'll � , , ,,, � < (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASJEWATER OR I T'..�'11 I Pq , ,�� . - - - i-"��11: -_ \\\\ , I , --,,_,,=--- -------� - --- ___ - �_ip��I , ,I I � CONSTRUCTION. COORDINATE IN FIELD NTH CITY INSPECTOR. : I - ,� " � - - � � I I I � 1 1�1:1"I : � I I --'l I ,� � [ , 6 * I I 9" �I r �� \" .14, � STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TRE8TMENT AND DISPOSAL ,,,-,�,I i - ` LANTICBEACH SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS NTH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT , iAT I I , I �,,, — TELECOMM I � -I��`1:,""111 k I I . ,_') 1 �75 LF 4'PVC SAN. i 38. ALL WATER/SEWER CONSTRUCIIONI MUST BE PERFORMED BY A FLORIDA LICENSED UNDERGROUND U U -1 I , � ,_ — NECTION LIJ THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER 1,, If -I.,I I I 11 � i I � z Tj Ty I "'1��/-`1,�11 � I 1, , , , .-,-. SERVICE CON � P,E#169398 0070 CONTRACTOR. � � , �I I I 1.11�k i ,� , - , � 11 'T �. 11. � �_ @1.00%MIN l *1, ti I t I .�:"I � FORCE MAIN, OR PIPELINE CONVEYNG RECLAIMED WATER REGULATED UNDER PART 11 OF CHAP R 2-610 39. LOCATE WRING- LOCATE WRING SHALL BE INSTALLED ON ALL PVC, 01 AND HDPE WATER MAIN PIPING i ,�''�� :��,",��I . i I TE 6 , */- � : III 11 I I . . . � F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTNG OR P�OPOSED VACUUM I I . (REFER TO ELEC. "! , � ,f,,��.,�,,�",�"',] '11 1�111.I�', PLANS FOR CONT.) � AND SERVICES LARGER THAN TWO INCHES, AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. <�"�t. .1� I I .,,,,- 1 I l i I i � .11_. I ..,- . ,I 1 -7—�- � TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED .:I'll,11, , J� "'l 1�11 11 I , , .1 . . GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR P)FEUNE CONVEYING RECLAIMED I , "'' '' ." 1, I I , , I � . ..I I I 11 � I I " " o � NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C.; AND AT LEASTJEN FEET FROM , , , I I Il : 1 1 � , 7 1 WATER 40. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC r"',c.':1 It ["",-,�,Il I I 11 I I -,"I""1111 "N___N I I I gTo I , � I.., I ANY EXISTING OR PROPOSED"ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM"AS.DEFINED IN SECTION BEACH WITH "AS-BUILT"DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY, AS WELL As ELECTRONIC FILES IN � I I H I , . ,.".,:"I�H � '. �� '61 z ; ., :,�. , 11 =� ��- . . A I i 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. ANY EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND AUTOCAD LT 2006 OR OLDER STATE PLANE NAD 83 EAST ZONE FEET VERTICLE NAVD 88 FEET.THE CITY'S TECHNICAL � -� . � i�1,1�',',,,,,, I l-�I�i ,I 1� � ,:,,� 1, ..I I : I , � DESIGNER&GIS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE AND TO AS BUILT DRAWINGS DURING CONSTRUCTION, �, . �,�'*,, - THE CITY OF ATLANTIC BEACH. � �., _____j �_ �. _o cff � .�" I 11 yfll-, F' C'URB , I"i I------ . ==� I t :,. I . 4 11 I i'�1� '�,'. � z �� v1. , ,�, I ( I�.I �0 I I � — 4 1 .1.� i ,"�',�`.' 11 I 11 11 I I . " -4 . I . . . - I . �," I .::� ICAL) "�'11 I I '��:, co — . 'I I I� ;."'.," � I - , . . '. I I kl: I ., I _ 1 I 0 _u 4. * , I . . I REQUIRED,AS SPECIFIED IN AWWA-C105, , I I ..�� ,I I '�I ,:,I., I - l . .1_4 4 . . , . TEES A D OTHER FITTINGS AS SHOWN IN JEA CONSTRUCI-ION DETAILS W-31, W-37 AND S-38. M CHANICAL APP. A. RESULTS, NTH I "I p ,_ , . ` . - �. , 1'-�'-4_-._L_L.- I _-, � I CONTRA TOR RECO MENDAT1ONS, I . -, '. I 0� -��` �, � < . . . . . . U) �� Ili RESTRAINTS TO BE MEGALUG TYPE. WILL BE PROVIDED TO PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING CONSTRUCTION. i ... - - � � . . I.....a�1'. � I . I ..) l a 11 _�:, -�` . . . I , . .I., I I I� ,�,,, I :,, :,� I (o 0 � I - � 1-4 1'��__11 � - ��, �\ i ,I I I I �,..", � L=== I � . - k, 1. I - . 11 I I -1, z 9. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED NTH SELECTED 42. HORIZONTAL DIRECTION DRILLING(HDD) OPERATIONS SHALL BE IN COMPLIANCE NTH JEA WATER AND SEWER STANDARDS , . , ,_.;'l-c---,,� z . ",:.1 I", "'. I I , . I I p 11 ,.,. I � - I I I -710 �1 LLJ � BACKFILL, PROPERLY COMPACTED TO 95%OF MAXIMUM DENSITY. , I I 0 11 - ,.]I � �,,,��,`! �� I MANUAL SECTION 750, .11, � I `�,-��1 . , " , I 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS-OF-WAY WITH THE PROPER AGENCIES � , , - , I, , , � .1 � : ,I , ��j I q �,1 � , I i 1- i k,J�, k i:,-.-"'�,�j � � I I,,�"� 11 11"",I � I � ,.- 'u I I I � ROPOSED CLEANOUT I � _rI FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 1� 'I I i I .I �� FOR ALL OTHER PROJECT NOTES, SEE PLAN SHEETS OR SPECIFICATIONS, IF CONFLICTS ARISE BETWEEN PLAN NOTES AND ., 1� 1�1.- I .I 11� , I 1 - I 11 I ,. 111 I - ,, I /__P,O,4 @ IE=7.85 1 � SPECIFICATIONS, PLAN NOTES WILL GOVERN. I I.`�' ,V: 1, � ,.I � I I I .i,'� I I I � "I I , 0 1 llv""�. ,��l . I I _,�, � ��,:��'i ,I. �Ii �k �, ..1*.,. �� ,-, ", , , . I I � , ,� I (U_�) 4 1 1 1 � i � I I I " "I I I \\,--" - I , :,"... I I.-I'-" I , - il.I ..,,It , I , , ' " I , , �, i�, 11 "I., ��,,�, 270 LF TELECOMM CONDUIT -- - 11 I 1. � '. I I i --, I � I I I 1, . �, 11 I , ,� (PEDESTAL TO BUILDING) ) � I -I L,1,-�, 11, Nl, ,4.-i I I I l i-�" :', -11 I 'I I I I ,�� ,,, 30' CiAI�AGE EA�E 'EINT z - "�. I l". . � -. . I /\' I � � �, It '' I . I � . I I it . I" . 1, -, , - . I ! _111 PER OFF CIAL REd:O US __ 1 - . T � . � . ,,,,'-�,,,-, I- .I� " :-�-�`,�,.� , —T—T- T—T � 1- �11-�-- ,�.,."�; , - - T—T—T—T—T �I I " 11, . � - I 1'�_ 11 :�... %. �4 i"_' _ "" I __ � E—E—E—E— 4*4-'�—E— E E u _ I"' BOO 6, 4-, IAG 28 A, � , .1-1 ,� , , �� ., 4 . - � . - �- -...... 11 I , - - I I I � � ,_,�Z, . I�-:1%I I , . v I I � .�, 11 , �� , 8 1_`�' , . ,9� -E , � < 1, 1�::`) . . . �_ /-:�--�\ � , "O - GENERAL NOTES- �1� . , * � _u 4. �,-!', --- , - ,11 I - I 1�! �, :,:-_,' . I -_111-) I :� 11�,i 4� I rn I jv::q'n ULF01 1) ,�_ i . � �I I - I" V,ALLEY IiJITTER J�w , . �--,\ " tim -WE 1. I - I I — - . I ISTRIBUTI"N NOTES: I .1 ., I F-1111111111 --m � . "�', /I I�I .;Il M - �: ,_',�,�,,%� A . 1 4 m - � =m I-\ : '�/ I ly� WATER Iny U NJ -1 � \ � I xv \ 001 L�:�D_'/, I A. GENERAL: Al �j 11-A"I'lic "I"- . . �: z � �` C� .A L cu�Rf` ' 1-_` -1 e. 1,110111 ; .1 I l �' , ,I � . ,�Q '41"I '1�,,:�� , � . ,:� I ( I �q :",��1, . I I v��<.:�, �:"� � � ,� z t V 4 �_ 1� � -_ I I / I ,. 0 1 �:!,_:`," �7� I I I I ,�, I , :_� �, �" �1, _"�'-, � \\11(1z '_, 1. CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, " ,� 1�1 - .I I I �,I t. , ,. . . . 1�� I - . - I l � " 11 - - - I i,/ ., I I I , � 1 295 LF ELECTRICAL(ONDUIT � z 1. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE;REFERENCED TO THE CENTER OF I , r. I �_' -�i , , , - -_�__ -0. ____� 35LF4'PVCSAN, , STRUCTURES. AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES.THIS POLICY MANUAL SHALL BE -I �' , IV' A ,9-� (TRANSFORMER TO BIJILDING) U) ly I I �\ , 11. I � C NSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED � / I �,� -�Jl I -. � , 'F -� I 1:,� - .. ____ ,�� 0 k , , 0 1 1 ;,_�.,.:�:".'' . I @i.00%MIN , � I,, 0 I �._...1,: ,i.% - q 2. PRIOR TO COMMENCING CONSTRUCTION,CONTRACTO MATERIALS,INSTALLATION METHODS,INSPECTION NOTIFICATION AND AS-BUILT/PROJECT ; I ! , u)M I R TO TELEVISE EXIS,TING SANITARY SEWER LINE FROM POINT CLOSEOUT REQUIREMENTS. 1� m Z l; ',. ,. .�� .. . L J — OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN 6F PIPE ADDITIONALLY,PRIOR TO , I I 1, I,I. !I,-,,"lt,�,�I .. � � I i - COMPLETION OF CONSTRUCTION,CONTRACTOR SHALL TELEVISE THE NEVVLY�'INSTALLED SANITARY SEWER MAIN , ,]l =-,� � , , � 04��_' , � TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. I 11 -r- � i 11�, �� . ': , �_ I METER 11 2. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF � I I. 1 1 - � , I 11i" _,, � I 11 I ,,,F 4,�`,", ,":�,�: I 1. I i . 'I z 2 I - I ,,I ,�," CONNECT TO EXISTING ", U I AASHTO M-294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. :I I I ,'�Id 1 ,4 M I 91 �k ".:, -.." I O� � . I / 3. ALL UNDERGROUND UTILITY WORK IN THE CITY EASEMENT OR ROW MUST BE COMPLETED BY UNDERGROUND 3. THE BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED TESTER AND A COPY OF THE "-"� I I I� .1�l� m- . -I -, , ,,, � ,!l ,_�. - 'I'll - - , . I t, UTILITY CONTRACTOR LICENSED BY THE S '�, l I .1 �11 TELECOMM POINT OF CONNECTION I - I I SANITARY SERVICE , , , . I ,�, ",,"'. I I I� I I I I ,lj(CONTRACTOK SHALL COORDINATE Ill. 11-- ��- I x�p I (CONTRACTOR TO VERIFY 1�1_______ ,-�I ___11) TATE OF FLORIDA. il, RESULTS SENT TO MALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. I l I �,�` TILITY PROVIDER) I I �� - �, �k"c I . ROPOSED CLEANOUT � B. MATERIALS: 11 , " ,, INVERT AND CONDITION OF I I r C.O.5 @ IE.=7.50 1. � I i i' `�' WITH LOCAL U Ifi.4. � "I I � ) I EXISTING SERVICE LINE) C�_,__<:::::� ,. MAN HOLE 11� "I'. 1I ,_-_ _', 1, I , , ..:, T- -I � i 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE(PVC)PIPE CONFORMING TO .. . . � . -4: � ,,. Ir � � . _', I TOP EL.: 12.96' 1 1 1 � 1 �" I ,`1 I,., , I MAN HO ___, 96 LF 4'PVC SAN. ,., I" I ,`I I i ASTM D 3034,SDR 26,WITH PUSH-ON RUBBER GASKET JOINTS. 1.1." I 11 I ,�.: 1 . I I I ",I'll �,.", I I S__1 @1.00%.MIN I� I INV. EL.: 0.81' i J-.�,- I t, I ........ - I 11 :1,-% I it, l I INV. EL.., 11 2. ALL FITTINGS AND ACCESSORIES SHALL BEAS MANUFACTURED OR SUPPCIED BY THE PIPE MANUFACTUREROR _%N I I , I � ,..,,.__""*. , 11, I /�_ ** - -,----, I _< SANITARY DEMOLITIO ..:,� � Uy'l . b � I I I [,��:, I I 11 .'11" G � - - - ___ - - _ __ APPROVED EQUAL. _'11 -, .....-_ I � ..1 1� 11 I , .'' 1`1111 --- - - __ _1__r__ - - " I I , �,/ � I zxE, _� �,�--, -----"--- - -_ ____ - -- _ —11-11 I i S H20 LOADING. I � - __ __ � __S � � , I i I", ..,"I - 1.��7------ /*** , - -_ -—-------— -, - ____ . -1... ",/ 3. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT I SEQUENCING NOTE: - I � "'" %I-- _ - — , l z 'I ":� "I , -1 4" PVC SERVICE � , I I,,I ,;"..�-��,,,.,, -'/,- I I__ _,_ , I - I I , ". / I �'l I 11,�,:�I,i.:�, . � (PER CITY ATLAS) 81, PVC I '1� C. INSTALLATION " I J i,',.'l 'j, i co I I � I �. I I �� ,:. '�'� I I I . /�'(D �n I 1. CONTRACTOR TO UTILIZE METHODS TO PROVIDE UNINTERRUPTED SEWER ; 111 , ,�',:�, \\N / 5 .. I I "��-,�,,---,,1 2*2' WATER AND SEWER =_t� __ 5�� S�� Ea=_ =—=z==:E� 1< I 0 . 1. PIPE AND FITTINGS: � SERVICE DURING CONSTRUCTION.THE PROPOSED MANHOLES AND GRAVITY . � ,%mg1l , I \ Ill, � / � , -V"-,, � �k 11 " , I sa�� __ ti��`�_�Nw�--,�_Nwic — , /I � � 11 - I , I X�\ I.I N0, I � I ;.'�_,-\-,�1 - '300K 51998, PAGE 714 I l I 112' a. SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D232i,AND THE UNI-BELL PLASTICS PIPE &REMOVAL OF THE EXISTING SANITARY SYSTEM. .. :j � 8" PVC SANITARY :�ECORD E I I � . i _��, I I, I , , 11 ; 0 Ir " � I I I , � 11 ! I , 79 S �11111.1 1-\ ! . � I ,� � I —_ J77 1 MAIN SHALL BE INSTALLED,TESTED&CERTIFIED PRIOR TO ANY ABANDONMENT ,(L I � , I �"':"I — "I'd 111 i I,- �� a�� ==--- �� EEEEEE�� SF_� I ASSOCIATION'S"RECOMMENDED PRACTICE FOR THE INSTALLATI N O�PVC SEWER PIPE". : 'I '-- -1 - I - � __.81 - '11,_ .�,':�, I 11 ! " �-,,,-�:'I / I _ 11 BACK FLOW -WV t.... 1,:�� ,I I I " I ,�, I � I iIII � " ,`,.-I r77 � I .1, I 1 � � � '' .� I 4�j I ,',�-,'��,�:_d WIM I i -- ___ �;:,��I I--1 -I� .- NS AND SETVICES SHALL BE SAND WITH NO ROCK � 1��",I \� I I LARGER THAN 1"IN DIAMETER.PEA ROCK OR 314"WASHED ROCK WILL B�USED IN WATER OR WHERE � . I - PREVENTION b. BEDDING AND INITIAL BACKFILL(12 INCHES)OVER SEWER MAI , I � DEVICE I I I' ,; � , \_ . 8 PC 11 ( I--- -4 [?-,, - I I I . / I I 0 —-- - �,�,- � , � I I "' , --— '-, UNSUITABLE BEDDING EXISTS.ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6"IN DIAMETER. 11 I - "' ^1: 300.1 1'(F) v ,, I I POLE ',,,�!- ��_, . L "� I I I CONNECT TO EXISTING I.. .. 1, . I I', , RAN'. 1. I I � �_- - ,',,: '� �� rip I I I I I MOUNTED TRANSFORMER I I I �- � �. Z_ -, ,,,- O�' (BEARING BASIS) . 300.00'(D) E�,__ SANIT) 2. CL UNDERGROUND UTILITY NOTE: I ill I I,":..--7: A� . ��, EANOUTS �. I -.1- .. I ,q ". ,� \ , I (CONTRACTOR SHALL COORDINATE WITH I III I �, �- ., I . �Ib S88*1 7'50"W(F)(D) ,_�,�,,, // I METER a. CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN S 1.BGRADE PROVIDING UNIFORM . I I I ;� . . WIRE I t I - � I JEA FOR CONNECTION OF NEW SECONDARY): I I I ,,�1.','-�j ,�,, I'D fNUDYICATES POSSIBLE -1 / CARD R-EADER -\ BEARING UNDER THE BASE. ANY EXISTING UNDERGROUND UTILITY FOUND IN GOOD CONDITION SHALL REMAIN IN PLACE. � .:,��'. \ I I i � I'11 I L -l EBX TILITY EASEMENT �., / i , A I f,/,I I I I I I,it � -,- 1-11 _�� .1 I ,, /�,. �R , I" ......v,"'q , t,,�� \ I , � i 11 --_11_�' � , . ,, , ��, I I",11 ...I" " I. 4,;,� 0 a ''I'll, %I I I ,� .1 I ��, I 1�1_11" ,[_\_ �� 1� _1__1" It,__ -- _-___ b. ALL OPENINGS AND JOINTS SHALL BE SEALED WATER 112 . :",:,1:, � - � I , . ,,, � � __ — — __ __ — """,- -- — — -------- ------------_ __ I -TIGHT, - 11,11 11 'i� . , /,,�,�..-`j I '�"_",�t;_'_�'. .,- — ., I 1,� , - —_ __ I , I I' I "I p , ? - --I- — - — _,__ __ , 1-1 — --- -,-- — -- — I �11, Al Al 3. SERVICE: A �, 1� -,1, I :.,:,"A _ I -,I i . � �,,-�t � ,,� 1_.�, LI:_,�' I :': 1. _2 ,��. I i , I I �,I I'� . 1.1, ......- ___ — �, � "TECTION NOTES: , - I 1�',�. . I / 1,...:., .�, , I I,I-.��,.-I-,- ,I � SANITARY I FIRE PR' -,�;-1\' I ., �__, � -11 k), I . . 'l ,, I "Ill .1 � ,. I C111". 1� CITY OFA TLANTIC BEA(H METER -\,,,, �`, �'1111 a. MINIMUM SLOPE OF ALL SERVICE LINES SHAL BE 1.00%. 1, _-��,- ��' I�il I., ,.",;,,,I I I Rill ,� I " I �. �. � . .11 '. I "I ,i - 11 ,,,, I- i ,I �1.��I I I:% " , -1-11 . � � RE#169398 0070 , ,� � "":�,i,I I / I'"I" I 'i I b. EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. 1. EXISTING FIRE HYDRANT IS LOCATED AT2389 MAYPORT ROAD,APPROX.15'EAST OF � , ` "I �,, ___ — ,_ -5- :, - � r- '� .111.- .— _� ,�, CONCRETE SIDEWALK,572'AS THE HOSE LAYS ON THE GROUND FROM THE SOUTHEAS I I , I _� . � I I I I_-�.� �, - qll� METER I . I I -�,� �� __ — _ � 0 _,",� I IF ,j ["".�'. i / _:`_!l I � It SANITARY . v li . ,.-� . ), -4 "- — ___ " Q c. CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE CGORDINIED WITH THE ARCHITECTURAL : _,_� EBX CORNER OF THE PROPOSED BUILDING. I�. �� I 1�,�.�,�,:.,, I — —,,--- — — __ - -,.,,,,- — -- ---- -- --,-- -"'- -"-,- -,-"-, __",__ — ____ -_ — _"' , I I DRAWINGS. � " It,I I 11"*",��', — — — _ .�,� 1. , i I I .", " �_ � - - - - 1:1 11 .!--:�-:- I I -. I I . - ____ � - , AL_ - , � 2. FIRE FLOW TEST RESULTS i I ,� " , - "� I I I- �".�.. .... �- ,,tt I Aizl nT Ib I�� I'll, D. TESTING: I I k-;�',_ I"' �� 6�. 11 ", � .I'-- -, . 11 I I" �� ", 1A'I r q, � ,I I LOCATION: 2389 MAYPORT ROAD r � . -fl'.,�� [lt,�.�,�:�-.�,-,"..%_, ;�; I 1. AFTER CONSTRUCTION OF THE SEVVER SYSTEM,THE ENGINEER MAY REQUIREAVISUAL INFILTRATION ANDIOR TESTED BY: CHRIS WALKER,DIVISION DIRECTOR i I :, � " ,I ,I 1"' ',I 0 ., �� ,. ,, I I I.."`:::� I I - , , ,, � , - I .,:.,.I 11 I I / �,.�j 1_�__`_" I ." :",Ij 0 ---I ,3 wN,- WNI \L C;e , I'.�,, "I I N , ;,,� I , I I:,�",>'r, I i � , �,� � ';��WATER LINE I t� - ;4 1 ::,,,,,�,"I it V I , -Er,,m �% MAN HOLE WITH . � . ,�?j I R\_ VALVE � , , , ,� � � ."11 I .. ,1 ,___1 � I I . 11 TOP EL.: 12.72' X :, I - I . -. L I s� 11�_ I I __ ____'I I EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PARYTHEREOF '':,-E 1 . I I `�, I k, I��I I I . - -�, I..- 11 ��t� I , ft" . I oc OC / I , 250.00'(P) Q G Q <�� TEST DATE: 01/12/2015�9:46 AM ��.Q."�.`,""'l, - �6 ,� " L_ .� ., it '':%:� '�� - 3- - --Elvim . . PORT DIAMETER: 2.5-INCH PORT .�;� "'�....."I" , 1, I I� I,, - "; .. -_1-__1_-- X ----,,,.- X -- 1 I I I I 111, �11� 11 I I ,�k� i N88*36 45"E(P) N - 1 y X -,-- 2. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST,UPON APPROVAL OF THE ENGINEER. STATIC PRESSURE: 42 PSI I , � . I— X -_ I _ , :1 -�.�� 1� 249.85'(F) q � , al '-`,:"-�'�; . il I'M _. ."', . A -1 9',38"W(F) - __ 7 I — " �J� I 1',",�./.....I I I " 11 I , 1011k - - - S88 �1.11 RESIDUAL PRESSURE: 35 PSI I �.,�:�;,!�".:,:,,,,-_�" I 11 ��,I . 14 - , , - -_ ----- 4 TEST FLOW RATE 1,000 GPM 3' , o " , �I I r --- - - - --r— '14�!I , , , - li - -, ,-,,C—__� 3. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY,PER INCH DIAMETER PER MILE IN ! L� ;��111 I , TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. , , ,�11� ,.".,�:M-.�., I 1. ',�', . . I., d.v�,�I,:.� " � $. - I ��. I I�,� � - � ,:1 THE FOLLOWING COMPUTATIONAL RESULTS BASED ON THE ABOVE VARIABLES AND NFPA � � 11 �I � \; , , "I I �I I ,.I V( 11 1 I I 1111 I ,-�1111 I l , 11 ,I ,I I ,..� I '�` 4. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY SECTION 291(2002 EDITION)ARE AS FOLLOWS: � I I I T�7�_.,�_�. "I -"_ �� N. LINE OF FAIRWAY VILLAS Ill AGENCY, I 11 �Nr' I I i..�,b':��,I - - — - ,� I ,__ _—, A i I_`"I,`�I 50.00'(FDO 1 ____7 � � l, I I I 11 I � I I PLAT BOOK 39, PAGES 22 AND 22A �1'1� 1i r. 1� 1_�j 11 I I �.,,".. :11 11 "�,,�:, I ,�1, I Ill "' :, " 1 01/1212015-ESTIMATED FLOW AT 20 PSI: 1,856GPM � - .1 I I , l , -A \ I 11 I"","".*." it 11 \� I I'll, .. :,:", " 11 I ,�, 'I, I I I �� "l: I� I - I I ,i I I , " , I � - :, ��i I , � I"''. ,�," I I ,�.�,.:�I 'i I \ I , ,�i - I I '. 'I Ill '' ' I, '_ .I .1� LOTH I '� - I , :,�, , -I �� . 11 , _j I I , I I [ - I `:,��,,��j � I I" ,'I 11 I - - I'll,... I....... _=_= "I I - . pi " _,_ - , )i' �,' I - U:11__��,:j ,_=1_,=' I - , - :!� I,< �z Al - �QN,"� -_ I - -1 _ ,=�, �� , I I ' ' -'- I - -, "If � -",k ", -- -=--�_',7- ---,',',',',',','I.......-"""' " I I�1� ,\I -1 I 1 __ I 43,1�4�, - LOT 50 1 -1 ' ' 11 1� "4 , I- " . � I I Ill In LOT 5-9 - , I i i 11 I, � 1 , I I I I'll I _��, FAIR WAY VILLAS � " I, � I , ,j 1� I � , I- I j I I I '; \ PLA T BOOK 39,PA GES 22-22A I , : I � I I! I I r13 ,� \ I ,'.I i i I I ; I I 1 1 I 11111 I I "t �11 I .1 I� � � I I , I 6', � ,�.' I .z ,� I I I ,I "� I I 11 � I I I I I m A I . EX. F' I .1 I I _� �I � I I - �1, � 1 : , _u I � I I �1 I � I � I \ 1. 1, I � 11 I ,I I I I �.[ �� I � I I _� I ;, "� �, . ,; I 11 LEGEND: 11� �� - ,_�11 . I U, � - I -1 !� �',� I I I � �, - 1 - - N .� , - , - 11 I _Ll� " — PROPERTY LINE W—W PROPOSED WATER MAIO "' ��, 1, -111 %I - I - ""�� I � ,, - " . - -- -- -- -- - -- -- EXISTING STORM SEWER E—E PROPOSED ELECTRIC CONDUIT . �"'I"��- I - - I - I I �,,�,, I � � �., _,�� m \�Oiiilllj/ ,,,,,�'�,��,t, I� Z� �\ / — I � .. - _� , §--§— EXISTING SANITARY SEWER �_� - ,1 " "l� \\ ,,)',,'AS R- //// T—T PROPOSED TELEPHONE '5��,.�, ,I 11 , " , -% DTR \ �,C�,l " I 10 �,,,5 0 20 1 1 ,�: ls� ,p 02- " "- '. .�0 �, I . '; ,�I, , F,\1E,�, 5 � k. ,4 26-15 - " '/ � , \\ \ () 1� I I ,� 8 TRE FDOT ACCESS&FIRE NOTES , <�,N� � -c,, , � A- �, ,�-� 1 ,2, 1 ,_ �, 4 . 'T j - Ak"'go, - __� ,<� " o,c 1,�6�, '. I <, fy—fy , aa I a c I � I ` i 1909=&A0 YONN — EXISTING FORCE MAIN j§\\4:,--,k' I ff�,']V PROPOSED STORM SEWER �,�-, I . KNOW WHAT'S BELOW I I , , , ,! < I ,V'ff_�,'\%\ -,-�� 4, m DTR "t, <,, _ \ I , ,.,, I 1 3 01-27-15 "', ,� ,,- %.�p I- I j I ,. 1, . - c"", - /— EXISTING WATER MAIN --% I � "", 11 �� ; - - - jr—p t: E t,, 0 i N E E R � N 13 0 R 0 U P ADDED 6"FIRE LINE&&B.W&S NOTES - � �, " - 1: ALWAYS CALL 811 TRE , l, . ��,�%� I- I =20' 1 ,, , .�,-��10. "V,��,, " I :� , I I DTR / ,,�k�' ,��, I - 7— -'-- � . � ) PROPOSED UTILITY CROSSING _�V� �� - i � BEFORE YOU DIG 11 '' 1 12-12-14 TRE PER PUBLIC UTILITIES COMMENTS - * : . * I,- --_ - i �,11,11 I 1, l,� ,,��' ,t , t:�� I , __ ''I" i �� - - ', I I - - - 011—OH— EXISTING OVERHEAD ELECTRIC ", _., I � � I �'1_11�1v%^, 1 4950 W. 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I r 1, , SOLD BY FOX VALLEY SYSTEMS INC.OF CARY ILLINOIS, I I -:'0 I " .�F/ � I %I I , � i I I I 11 / ,.":",.:I�:'"'., � , PHONE 1-800-323-4770 SHALL BE STRIPED ON THE I 11'�.;!,`.-1 L " .p. I WEARING SURFACE OF EACH SPACE DESIGNED FOR I I I / "11,11--W-1— -� cn 11. ` -- / �. .".' % i I . . I """' , I I , . " I . - ( " I I ", .... / 1� - t -1 I I I .�_ 1. ��I THE HANDICAPPED SPACE. 11 I �, .."I � I , i � I I'%,.- � - - 11----� " I I 11.":.I.... i I . "�6�-�, i -7 ACCESSIBLE PARKING SIGN DETAIL . �.1.,� '11IN'd 5 11 J'�-`-`- I . �8' Li 3.2' A . `1 1, . , , , , "I I I �,,�, -2", ,--, . � - -, NOT TO SCALE .. .. , -- .. �. .. � // I . I , \, ,� _q I �'-'�:�: I a I � — -� 1p .:..-I I ,.,..:,�-,.::'l-- 7,9 - I-- -- - �t 1 I 1.;:-:�.�A I / I 11 i,�-"--��:�`:] .11llllllllllllllll`lllllll`lllllll`-- - llllllllllllllllllllllllllllll`-- --- [-".I ,. I I I .. .11 I ,I , - 0.1 1'(F) ) . ", - 11-, --...� ..11-1U I ': . 14 -- 30 1 . / . I 1. I ..m I � -I-- - 0--— . I � . / ",:��-' I I - - I 41"I 300.00'(D) I/ 1i " I .. 11 "., / " ' :: ", I . <F (BEARING BASIS) I I I - "I -.-,., V... ��l 13 1 1 1 . . 1, .1 IFI P�I c("'e", N S88*1 7'50"W(F)(D) \ I I I:,I �,,, I ,','.,'I.,,-",. ."",'111'j R ---\ . .. 1. CAIRD READi�`,',., -,-\ I ::I" /I I I 11 I':1%I I...I ..........,�,, . ,�,-,, / , ,t ACCESSIBLE TRUNCATED DOMES 11 I 1. . .. " k �....I - - 'It" PARKING SIGN (SEE DETAIL SHEET C-7) � ,, , " .,: -� , � I 1-1� r - ,,, 6 L,- — ----- I SIDEWALK(SEE DETAIL) — _�, !."-�411� �, I...... I -,-` I * , :->1 -.:...: , , I I .�, I I k:�'': , -- -- — — -- (SEE DETAIL) : . . : I , — -- ---- -- — -- --- — — -- — - �\ -� _ 0 ::::. - � '!-,� ,I-!, , :..��,? - — - � * � . . � ,:.,:,� I 11 . ",I I I I�:,. ----1 � — � . - ,�'- 4 , , - �,- , j :", ,,, . , -'�,9, .. I I � � . I �?.11 I �: -:��. . — — — — — — — I v I I . '. .1 . � �� -- -- — — " � I �, .I :. , I � , e� � I — — — — 0 .. . . I I '.v ..� 14 .. '�'� �. .. I I � I! I . I � . ,v .., .:,- I I / . -11 I .�` --,%.,..:-1� 1p , ,, v , .. I . � . .. . - I , � . I I v � ,,�, �, " , -u . .1 - - " - " ,4 V: � .,. ,� . I . . I I I %, I ��,:,�,- I I ''. , �� CITY OF A TLANTIC BEA CH I . : . .V'. t, � * I . 1. �, . * . "I : , "' 'i " -, :�-� �- 1 I �, I %, .. `�, -:,�-� I , -1 11 , . I - . �.I ,,�I , . I � . I . � . 1,��, i - - - , ,,l . -11 . ,I., t., I I Rr . v , - 11.. * I.?.� . ,""*' �, , - ". .. . . / � I " — — 0 -"\ - - I , � 11 I': . "', I"T"'11,11"�N. .�., . ...-��1.1�.,.'4....*'...*,."�-,"-'.,I*- .:,11.I�.I,. -:-11 ":,":"'. - -- — — --,- -- -- . :,� 'v , , " �, .� I 1, �, -.1..I , -11, I- , - , , 10 L-] I 11.. I I ,zr I ,-,- , I' �'- . ,:,11 4 11,-- � �, �-. ..� � PIE#169398 0070 *-o- , - --- -- - f -- — — ,'I "1114 ...'....- ,.�!"., ,,-n I"., �1;.,::1`�-- ..I 'I'--- I :�I....''..%.."., — — ---- — — \ �, -1 I� 1.*..-*.-..i-...-..-..,.l... ...��',�',�.-..,-�.�.�..-....*.-.-�.-, - v , V- � ,1 ", IE - — — -- -,-- I � � [-..'�,��:11, 1� :,�.�,"..-'.:.".-,` — — — — — - Ul- 1�'---�'---� 11� . .. - I — — — '�,'- - " � I - — — , I'. ''.., � - 1.�� I X 1� NON ADA PARKING SPACE- �,-,I- ..I - -:..:,%-11 1�1.1-1'11� -, , . 0- ----, ,�-oi� -11 � I 11 I [" 11--l-111""', I I .. '. � ��-:��!- - I- ::-,�,!, --- 0* SEE PLANS FOR SIZE 410" ' ' " - I I . I I � lb � �, I " � " , h.h,-. 1�1 --J � 1, --�:! '�-, I�' 14 , / " I 1.'�,,`.-'�,:`,��"`,*I 11 1,, �, I L- -,-....,-- I'll, z �I \ -;.* ..-,, .. -......j -� , ,��:---.!,-,�-:,.�,:,�, L--, X � 11', 11 ':-:�-�,-, () C, 0 , 11 .") A I � .1. , , i � :`,%" , I I eo .�I yl I -" - , 250.00'(P) X -- — X — X � , -V � \A I � I],: ,--,.:-'-:-,-., , I . �� ,�f of, 0 9. "', 6' "' " I IV, I I I �- ,,g�"`-' N cb EO L'.�l."',/ I -,,:-::�.,:,-- N88*36'45"E(P) u 249.85'(F) -- X -- X — , �,1, n ,I I . - 11 L .111 12'MIN. 11. 5-001. : t-,,�-,�,,,�', I 11\ 11 I I - I I'11**� - ----,, 1�--:.�---'�1 8-19'38"W(F) 11 I.,,I �" I -. - I ----------"" I �� I I�'",'I-,'.,�, 11 '-� - - PAVEMENT LOGO PER FDOT INDEX-,I i, � .. . ,� I I-- - - , 1, � . 't,� 11 -1.1 ---- t 1-;1 t" I 0 I'll I I �,.,W'.,- - - I '�-, NO. 17346.SIZE 3 OR 5 FEET IN "',- '\ ,. 1P.. .-� 11 11 1� I I J�:�.'-.',,,, 1�,U �,-:,�:- I i � I I I .�� . --- 1, . � - HEIGHT AND WHITE IN COLOR , . ,, 1�-., I 6 . .":." .-, PLAT BOOK 39, PAGES 22 AND 22A I I I I I I Ill ..�. .� ..., ! \ i , BLUE -- -Xkj (ki 0 00'(FDOT . - - -, I I S8 N. LINE OF FAIRWAY VILLAS ---.------� -T I , . , , 'i 111-,-�1�1.1..;,.'.. I �1 \ ,-,-,",��, Ill � N - I ,- - ��--� ,.,'I,i \\ , - I 11 I I I � , , -1. ., I . , I ! 1"... . , . :.- .,.� I I I I ...'','.�'�,,'�I LOT 51 1 ,�� 1, i . - - I ".� � 11 i "': ,, I HITE . I -, -�-,- . ..I,-' I 11 1.� I ,.i . I � I 11 ill 11.1.�,.,.�.�-1 . . LOT 50 -1w _16"1__I 6"I _ I I I 11 � I I � (n LOT 52 FAIR WA Y VILLAS I't ZJ ACCESSIBLE PARKING SPACES AND \-WHITE PER FDOT I I ill I I I q ACCESS AISLES SHALL BE LEVEL WITH INDEX NO. 17346 1 11 I I 1 r13 � \\ PLA T BOOK 39,PA GES 22-22A I SURFACE SLOPES NOT EXCEEDING BLUE STRIPES PER(4.6.4) 1 1 I' I I (,t ; I 1 1:50(2%)IN ALL DIRECTIONS(4.6.3) AND/OR[316.1955](4xa) I I I ;� I � \ I . I � I i � 11 I 11 I I . - I I I � ADA PARKING SPACE DETAIL LEGEND : (4.6.3) FLORIDA ACCESSIBILITY � NOT TO SCALE [316.19551 FLORIDA STATUES . . . .%%1111111' . I ,�\\\%- "/ , �\,39NS R,F,q / .. 501010!01=01M A "---� - 1�1 I\... ........ .* * .. - - . I , - 'I .. EN ,� .. . I �\. ,- � �� ".-- 'O., 11 . �� 11 .. .1 i � . .1 , , . . . . � .. �, , , -� . -1 b V--,*, YMEN I- , , N I 00&&A r � -4, k".,141 N, Z� � - - . I. I 1 1 I 1%11.1), - . .. � � 1 " I I. m "I k �,\ !�,, \� - 0- 01, A" : F", N G ; N E E R � N (� C, R 0 u p zns, z : O.77 -.. *'� -- * - . - 02-26-15 ESS - . : A nTRF FDOT ACC - . I �, . X:: 4950 W. KENNEDY BLVD, SUITE 600 11-21-14 HR ,:-- I -� ATLANTIC BEACH, FL -AL DTE -"P- .%- S-fATfE F r--.-_�-:� .� n -� I, -�� . TAMPA, FLORIDA 33609 DRN--' "I -AN -. . - �- � Phone: (813)379-4100 REV.1 DATE ,---*'-CHK DESCRIPTION R,�;...ORI-',Ir:** -11 PAVEMENT MARKING AND SIGNAGE PLAN Fax: (813)379-4040 DA ... -, N, A I, , * — I � N , I \ 1 I I , � 1, � k , L WA �m� �-+�'-- , .1 " I "' - 1.1 I i.". I rnT%,—�� I 11 ThomasEn- 9 DA BU ES No. I I � I I --- gineerin Group.com DOCUMENT CONTROL FLORIDW 16 �yb 6 rPROJ. NO. 062 -I I I FLORI SIN S� . 'A�T H. 27528 FT140 I DWG. NO. C-1 1.0 -- --- - ---- ---------- - - - -- - - ------ -- --- - - -- - -- - - � I- - . � --- . -- - - . - -- --------- �-1. -- , I ,:--- --- -- -- - - -- - - -- — — - - - - �----- 11111111111!111111111Illjllllllllllllil,,,,lilillllllllllllllllllIlljllllIlli111111I I I I 1!,,,,11 1111 11111 1 11111111111111111111111111,11,11111 1 NATM FLOH—CiALLONS PER MINIJTE PRELIMINAgr HYDRALIC CALCALATIONS WWI 11,111,111111111 IIIIIIIIIIIIIIIIIIIIIIlljlllllllllllllllllllI Oliver o Little o Gipson OW Fngineering, Inc. 00 200 500 500 600 -too 800 qO0 FLON CALCI INFO 301 Industrial Blvd. ELEVATION(LIFT IN Fr AFF) Is 6S PSI C MICTION(FT OF PIPE 0 2 PT PER ioo FT) 200 13 F51 office: 931.454.9940 BACKJ"LON PREVENTER L059"16) 5 44A4 5 PSI www.olgengineering.com FWH S"ITC0"le) I I PSI MINIKH AVAILABLE AT SPRINKLER HEAD 025"Ie) 20 20 P51 SUB-TOTAL 34.2 PSI SAFETY FACTOR 5% 13 PSI n n e e r I n q I n c uIred cit Bcoe of Riew(PSIe) 55A Psi AVAILASLE.EREffAm FLORIDA CERTIFICATE OF AUTIIORIZATION-No.27562-Expiration:22/28/15 FIRE HYDRANT ELEVATION(IFT,APPROX) las FT FIN15H FINISH FLOOR FINISHM FLOOR ELEVATION(PI Iss FT 60 STATIC AT RtDRANT(PSIO) 42 PSI STATIC AVAILABLE AT BASE Or-MAIN LEVEL RISER ftl&) 41.1 PSI 0 00 .................................... ........ ......... ...... 50 FER 5WITCH .......................... ........ .......... .......... HILKIN5 350DA 5E 5PI OOT ROD FLANC 17A Mr-I FAWFOGA4 E2 -MAILA 3LE 3tel.1111", TO M.J. PV RODDINIS 40 PER NFPA STANDARDS. — ................ 111111 USE 6ALVANIZED ROD IORVIE,> TEE PER AND HEX NUTS. NFPA 030 0_&P 4-HOSE 52 UNM.PIPE-4L RE6,ULAR M.J. OLAND PV 4 PH APFROVW M __7 rim WIN STELLAR LUC-6. NUMBER OF ROI TO BE PER NFPA 20 ALARM/E3ELL RPROOF MA5T TRENCH TO BE BACKFILLE L BE INSTALLED, NITH SPECIFIED MATERIAL ACCESSIBLE FOR INSPECTION AND COMPACTED IF AND MAINTENANCE. 10 TYPIGAL E3FP DETAIL NOTE: ALL COUPLIN65 BELOPq THIS 1�c .. ............. POINT ARE TO BE R16710 COUPLINC-3-5 Ell NT5 15PARE SPRINLER HEAD AND CABINET PER NFPA 13. ON% FIRE LINE ENTRANGE DETAIL, TS w 2 AN6LE VA. REMOTE RECE55ED :HEAD FDC1 IN FIN15HED GIEILIN6 (TYP) ---6RV'P SHIN& GHK. VA. F FLo" qk4ITrH Poll VSR 5ERIE-5 4--a OWD ELL rr—— ———————- IF-——————————- 211 ......... . ... .. .............. ............... ... ........... ................................. ...... ........... .. .............. .............. ............................ J_ ......... ' _T_7 E_7.......E____ -7-1....... ........F-7-- T 0 A .......... .. ........... .. .......... .. .................................................. ... .. ............ 054Y OATE VA. i., =zz:;�zz: zzzl 0 0 0 0 4" OALV. 5OH40 X'FICE THRU KALL TO FDC NITH BALLDRIP VALVE 2" OALV. THRU KALL TO 0 0 01 0 . .......... ............. ............... ....... o7i 101 1 ] 0 1 U I . ...... f atp 2" OALV. 450 ELL 0A.4 . ......... J F U5 611 AFF ......... .. ........ ... I A . ....... ......... ................... f c�L _ F — IF 0 L_j ............... ii,—b" FIRE MAIN ....... Lw RISER DETAIL At NT5 0 0 0 A .......... A.9 ........ t SPRINKLER INTENT NOTES SPRINKLER it . ........... .. .............. .... ............ :H I I 1 -1 1 1 1 RISER —F, H L1 AN1)`IN5TALL ALL ITEMS NECESSARY TO PROVIDE A COMPLETE AND AGGEPTA13LE I SPRINKLER CONTRACTOR SHALL FURN15H OB CAL G DES SPRINKLER 5Y5TEM COMPLIANT NITH ALL APPLI�ABLE5TATE AND LO 0 ................. TH PUGTHORK, CONDUIT, Ll OHTS, PLUMBINO, STRUCTURE AND OTHER RELATED TRADES To IN50RE ALL INTBRFERENICE5 HAVE BEEN RESOLVED PRIOR TO INSTALLATION. Z 0 p 0 - 0 _T 0 1 - 2. SPRINKLER PIPINO SHALL BE COORDINATED PqI I I H* L 1 101 1 1 1 :t:! 5PR R STEM SHALL BE T PIPE ICALLY CALCULATED PER NFPA 15 AND ALL APPLICABLE STATE AND It ...... .... .. LOG CODES. ............... 0 4. ALL SPRINKLER HEADS SHALL BE LOCATED SYMMETRICALLY IN ROOMS AND CENTERED IN GEILIN5 TILES. STOC'JROOM p 5. ALL 5HUT-0 10 0 H ............ .... .. ... ........... b. ABOVE67ROUND SPRINKLER SYSTEM PIPINO 5HAL�l BE SHALL BE BLACK ICARBON5TEEL PER NFPA 13 PqITH SCHEDULE 10 DISTRIBUTION PIPINO. EXPOSED PIPINO514ALL BE�iPRIMED AND PAINTED HITH FINISH COAT AS SELECTED BY ARCHITECT. 0 0 0 0 INDIVIDUAL BRANCH PIPIN67 TO HEADS MAY BE R16112 STEEL PER AE30VE OR BRAIDED FLEXIBLE STAINLESS STEEL DROP K: COMPLIANT HITH NFFA 13 k4HERE APPROVED BY LOCAL AUTHORITIES. -1. REFER TO THE UTILITY PLAN DRAks[INO 0cf.0 FOR L0 ATION5 OF CITY HATER MAIN, NEPq FIRE MAIN, FIRE HYDRANT, AND 1 H I I I I Ll I I I I J I I C, HYDRAULIC DATA, ETC.. I 5U CE NO TER ND AUT ORITIE5 0 TO 61 ER OF ICE F_ ..... ... ............0. .......... .. ........ .. ........ . ... .............. ............ ............... ... .............. 0 0 1�.............. ............ .............. DELIVER 0.2 OPM OVER THE MOST 0 .......... C ......... .......... ...... ........ ........... ............. NT5 TO ...... REMOTE 1500 5G. FT. HEAD -7FM H05E DEMAND NITH clo GOVERA&E SHALL BE 130 50. FT. MAXIMUM (ORDINARY 2). 250 C .. ........... ............. .............. t: t A MINUTE DURATION. SPRINKLER HEADS SHALL BE'T55 PEC5REE, QUICK RESPONSE TYPE, OLOBE eIOO5ERIE5 ORAPPROVED EQUAL. K7 F UPRI 6+IT5PRINKLER 0c , t HEAD (TYP) H L I I j I CONTRACTOR SHALL PROVIDE 5E15MIG RE5TRAINT5 TO ALL SPRINKLER ELEMENTS, ELEMENTS SHALL MAINTAIN EQUIPMENT, PIPIN6, ......... ..... ETC. IN A CAPTIVE POSITION. RESTRAINTS SHALL BE DE516NED AND 5ELEGTE-0 TO MEET SEISMIC REQUIREMENTS AS IDENTIFIED w.............. ........ ON STRUCTURAL DRAHIN66 AND AS PEFINED IN TWE LATEST EDITION OF THE LOCAL BuILr,>INe CODE. CONTRACTOR SHALL 0 0 0 0 0 0 0 t PROVIDE SHOP DRAHINC=6 FOR THE PROPOSED SEISMIC RESTRAINT DESION. A SEISMIC DESION ERRORS AND OMISSIONS INSURANCE CERTIFICATE MUST ACCOMPANY SUBMITTALS FROM 565MIC DE510N ENOINEER. MANUFACTURERIS PRODUCT LIAE31LITY INSURANCE CERTIFICATES ARE NOT ACCEPTABLE I bONTRACTOR SHALL PROVIDE 5E15MIC. CALCULATIONS, siaNED ANDSTAmpEc> L BY A allALIFIED LICENSED PROFESSIONAL ENOINEER 5HOPqINO ADEQUACY OF 51ZINIO AND TYPES OF RESTRAINTS FORSE15MIc. . .......... ............. .............. ............ . ......... DEVION. SEE DRAk,41NO PAICKAOE FRONT END DOCUMENTS FOR CODE ISSUE REFERENCE. C.6 ............ t'.1: 11. UNDER6ROUND FIRE MAlt,6 SHALL BE INSTALLED NITH A MINIMUM DEPTH OF BURY OF 5 FEET. Ir-RADI M --vur=AREA 12. SPRINKLER PIPINC-7 FROM THE 'POINT OF SERVICE' INGLUDINO UNDEROROUND PIPIN& SHALL BE INSTALLED BY A RE615TERED 0 0 0 0 0 0 SPRINKLER CONTRACTOR AND SHALL BE ONE 5PRINKLER CONTRACTOR. 51TE UTILITIES CONSTRUCTION SHALL NOT BE PROVIDED 0 0 0 BY A SEPARATE LICENSED5PRINKLER CONTRACTOR OR5ITE UTILITIES CONTRACTOR. F J.......j----j------ - ------ ;7.: .........------- ------ ....... . ........... . ........... ........ ...... .............................. .............. ........ .. .. ........... 13. ALL SYSTEM &AU(I AND VALVES MUST 13E ACCESSIBLE FOR INSPECTION AND MAINTENANCE IN ACCORDANCE kqITH NFPA 13.&.1.2. ................... .............. . ........ .. .......... .. .......... ..... . ........... 14. CONTRACTOR SHALL PROVIDE 5IONAII AND LABELS FOR ALL SPRINKLER COMPONENTS (VALVES, PIPINO TAMPER 5NITCHE5, L----------J L---------- _j L----------J -7 FLON ALARMS, ETC) PER NFPA AND LOCAL RE EMENT5. w FIRE PROTEGTION LEOEND R15K POSSIBILITIES FOR MICROBIAL INDUCED COR05ION (MIC) PER THE INFORMATION PROVIDED.. r SPRINKLER PIPINO 51DENALL SPRINKLER HEAD 51DEHALL CURTAIN HEAD NT 1=1w 61. OL FIRE PROTECTION CRITICAL LIMIT SPRI NKLER I NTE AN .......... ............&1z.......... FIRE PROTECTION REMOTE ZONE EXTERIOR DRY SPRINKLER HEAD 11 I-oil lL FL FIRE PROTECTION H05E LAY 5GALE: : I/& 05 4 Y VALVE PqITH TAMPER 5NITGH FIRE CODES COMMENTS A NORTH 3/27/15 0 RECE-55ED: SPRINKLER HEAD 5 FLOW5HITCH 2/5/15 DRAWING ADDED coNCEALED SPRINKLER HEAD ATLANTIC BEACH FL G) UPRI&HTIIIIII1KLER HEA12 BFIF f3ACKFLOP4 PREVENTER I cOURTAI FOCI FIRE DEPARTMENT CONNECTION REV.1 DATE DRN,--*" DESCRIPTION NKLER HEAD 3901SP NG HILL AVENUE 1----"-CHK SPRINKLER INTENT PLAN MOBILE,ALABAMA 36608 PENPANT5PRINKLER HEAD OPM &ALLON5 PER MINUTE (251)344-7073 1 FAX(251)343-91 DOCUMENT CONTROL F 80 0 C PROJ. NO. 615114 FP-1.1 DWG. NO. U Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FIL 34761 Pit(407) 877-5578 FAX: [4137)856-SM Robert J. Dewar. P.E. Ed S. Snicler, P.E. Certificate of Authorization Number 29038 FL License No. 70937 FL Licenes No. 71374 IT\4P0F:�_ rANT OWI\T:ER THIS DRAW NO IS BASED ON THE BVINER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)OF N'PA 25 AS THE APPI ICABLE STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS.PER SECTION 4.L THE RESPONSIBILITY FUR PROPERLY MAINTAINING A WATER BASED IRE PROTECTION SYSICM SHALL BE`HHAT OF THE OWNER.IF THE BUILDING OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS Sy STEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRUNKLERS,INC. ..........-................ C F�l vc C C)M E>1--A-T 113 11-1 rr_Y_ ll-�0 T I C I,-- CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION,RE-PIP AND REPAIR.CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS ZOE TO THEIR OUTSTANDING CORROSION RESISTANCE, OCCASIONALLY,HOVEVER,CPVC CAN BE DAMAGED BY CONTACT WITH CHEMI�ALS FOUND IN SOME C5NS'TRUCTION MATERIALS(IE-SOME WIRES, FLUY,PETROLEUM BASED PRODUCTS,ETC.>AND ANCII LARY PRODUCTS SUCH AS THREAD SEALANTS, EAK DETECTORS,FIRESTO. S,ETC ANY PRODUCT THAT COPES IN CC14TACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED IN ACCORDANCE'WITH THE SYSTEM COMPATIBILITY PROGRAM AS FOUND AT VWW.SYSTEMCOM.PATIBLE COM C 0_p_lyll:z 10 1-1 IF ALL UNDERGROUND PIPING 6 BY OTHEM. ALLODDCumEvs,INCLUDING,CRIGINAL DRAWINGS,SPECIFICAT IONS,FIELD NOTES,ESTIMATES AND DATA.114CLUDING COMPUTER PR RA S PURSUANT TO TH IS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC, PLANS ARE PROVIDED FOR HYDRAULIC REFERENCE NODE <WAFSE']ASMINSTRUMENTS OF SERVICE.THEY ARE:NOT INTENDED,NOR REPRESENTED TO BE SUITABLE FOR RE-USE'BY THE CLIENT, OR OTHERS,ONI EXTENSION OF THIS PRDJ�CT,OR FOR ANY OTHER PROJECT.ANY REUSE,OR ADAPTATION OF THE INFORMATION PURPOSES AND FDIC LOCATIONS ONLY CGITAINED HEREIN, WITHOUT SPECIFI WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RIS.-�WITHOUT UNDERGROUND CONTRACTOR SHALL BE A FS 633 LICENSED (2\1 APPROVED RPZ LIABILITY,OR LEGAL EXPUSLRE TO WAF`S,AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON CLASS 1, 11 OR V FIRE PROTECTION CONTRACTOR. EX.VIRRIGATION METER B I - - BCTWEr- WAFS AND THE CLIENT,THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND AIL CLAIMS. ACKF LOW PREVENTORS DAMAGES,LOSSES AND EXPENSES,INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS. UNDERORDUND CONTRACTOR IS TO PROVIDE WAFS WITH TEST CERTIFICATES INDICATING COMPLETION OF HYDROSTATIC TEST -11C S AND FLUSH PER NFPA 24 PRIOR TO WAFS CONNECTING TO __----fOINT OF CONNECTION FOR POTABLE WATER SERVICE 0 R A F>I THE UNDERGROUND, (CONTRACTOR TO CONNECT TO EXISTING VWATER METER, FIRE SPRINKLER CONSTRUC71014 DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS TOO ROVED UNDERGROUND CONTRACTOR SHALL COORDINATE SIZE AND POINT OF SERVICE FROM THE ARCHITECTURAL,CIVIL,STRUCTURAL,OR MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR LOCATION OF LEAD-INS WITH WAFS. THE BACKFLOW PREVENTERS MUST BE TESTED GENERAL INFORMATION OR CONTEXT-.1 _4LY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR ------ THESE ELEMENTS. THE FIRE SPRIINKI FIR ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRHNKLFR UNDERGROUND CONTRACTOR SHALL NOTIFY WAFS OF MAKE BY A CERTIFIED TESTER AND A COPY OF THE RESULTS 297 LF I'WATER SERVICE DRAWINGS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL,STRUCTURALV MEP CIVIL TSK W— DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAF MAY BE:UTIL12ED IN FIRE SPRINKLER AND MODEL OF BACKFLOW PREVENTER USED WHEN IN THEIR SENT TO MALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. W-A6— j SCOPE 8 1- -%,_W—W—VV___W_----�-V�-- DRAWINGS OR DETAILS I— F�F` F-----F — I ALL TAMPER SWITCHES REQUIRED ON UNDERGROUND NOT IN (2)8"x6'TAPPIN F 90'BEN WAFS SCOPE SHALL BE BY OTHERS. VALVE&SLEEVES BK 265 LF 6"PVC FIRE LINE:�� ') —_ WATER SUPPLY INFORMATION BK2 N ...... 4m,D ACTUAL DRI]UGHT OR EXTRAPDLATED FIRE PUMP 'Vf (AS REWD BY AU SIZE, GPM @ PSI x STATIC PRESSURE 42 PSI HYDRANT ELEV. 2' A RESIDUAL PRESSURE 35 PSI DATE OF TEST 1/12/15 DDCVA PER 44— FLOW IN GPM LOOO GPM TIME OF TEST 9146 AM ATLANTIC BEACH DETAIL W a UNDEFOMUND CONnRACTM NOTM 01% PITOT READING 35 PSI MMM IF PORTS Fulm 1 K�l , , -F _11 �T 't��SCALE-=01NE 4A _T; TEST PROVIDED BY CITY OF ATLANTIC BEACH A.lb—tk Fir.Sp�kJd.�b- 0050ON ��DM&kOCATION ot 2389 MAYPORT ROAD -h 4 DESIGN CRITERIA h SYSTEM DESIGN AREA # N, HAZARD CLASS F—' xl #T TRIIIII(M IN DESIGN AREA MINIMUM DENSITY DESIGN AREA S,F, LAI IF H FIRE EPT.CONNECTIO ------ PSI REWD BASR TTJ ------------- GPM REQ'D BASR rr 1. A TEST I All V 2 ug, Is PSI REQ'D ITA GPM REQ'D @ TEST ......... .. ELEVATMN @ IffG[EST VRNM HOSE INSIDE/OUTSIDE SHUT OFF VALVE ND (IN C.1,VALVE BOX) j�,45-BENDS DOMESTIC DEMA FIRE LINE CONNECTIO 6q SPRINKLERS SPACING r A vm a IE. 12.00 N\_ TSR SYMBOL MAXIMUM MINIMUM COMMENTS r 6-IWATER MAIN I BSR RCULATING ::2 N VWATER SERVICE 411 0 . ... . CONNECTION IE. 12.0 A- BING ...... (REFER TO PLUM _2......... PLANS FOR CONT SHUT OFF V VE (9,973 SF (IN C.I.VALVE OX) A"' j -bb Y- ,o� ITE AREA +1 FFE 15.t50 t, QUANTITY SPRINKLERS ........... ........... MODEL C) <r- ........... x (D OL� \N] C) 6 H ............ 111;7-MA, IT H",......... lk" , LOOR TOTAL PER F SHEET Ad— ""N SUB)ETTALS 0 DATE BY !V Z Yll 3/26/15 GA REVIEW B D _�A A' A NO. DATE REVISIONS BY WAYNE Automatic Fire Sprinklers,Inc. OFFICE — ORLANDO, FLORIDA M2 CAPM3L COMT OCOE3-= R-OPADA 34781 r—TEST HYDRANT PHONE (407) 658-3030 FAX (4CM 858-40M STATIC:42 PSI it RESIDUAL:35 PSI JACKSONVRJ.F- FL _J TAMPA. FL PmwANo mam r-L nM8 DSTPJBUTM AVE WEST 3226 CHMY PALM DFVVE 30 NW Will TEFIRACE ELEVATION:2 FT JAD(SONVLLF-FL 322515-2745 TAWIPA.FL 33819-6337 POMPAND SEACK R_33064-mm PHONE(904)aSS-3030 NOW C813)630-0303 PHDNE(964)97-3030 H))D FAK(904)289-0724 FAX-(83)63D-0312 FAX-(954)97-9424 FT. L4YEFUL R. 71 ;_�_ Nic STATE LCENSM 4663 LAFEW AVE 4370 MOTDRSPORT DRIVE W SPF*KLEFL 29745 Fr.MYERS,FL 33905-4924 CONWIM,NC 28027-0977 NC ALARIA SP LV PH1014E:(239)433-3030 PH0W_(704)782-3032 SIC SPWa.ER= FAX- 433-32133 FAX-[7G4)795-e838 SIC ALAFVA 3385 DOLLAR TREE MAYPORT ROAD N ATLANTIC BEACH, FL HUTTON COMPANY 736 CHERRY STREET CHATTANOOGA,TIN 37402 LOW HYDRANT /r--fA,PPROX.400 FT SOUTH FLOW:1,000 GPM SHEET TITLEt FIRE PROTECTION SITE PLAN FOR BUILDING PERMIT ONLY DRAWN BY, ROBERT DEWAR, P.E. TOTAL A/Sl 89 DATE, MARCH 25, 2015 NOT FOR CONSTRUCTION AHJi CITY OF ATLANTIC BEACH 10, 0 20' 40' CONTRACT # 203733 CENTER OF TILE JOB? DYES Q�INO CENTER ON FIXTURES YES JNEI SHEET # CONSTRUCTION TYPD IS x SCALE V=20' OCCUPANCYi ...... FPSO 1 MIS Y! T j Hazard Fire Protection Engineering, kic. 222 CAPITOL COURT OCOEE,FL34761 Pit(407)877-5578 FAX: (407) 656-8026 Robert J. Dewar.P.E. Ed S. Snider, P.E Certificate of Authorb:AtiiDn Number 29M FL License No. 70937 FL License ALL MATERIAL APPLICABLE TO THIS PROJECT WILL SAMMY SWDRI (NUT INCLUDED) TOP BEAM CLAMP I M 11D Q 1:�Z rr-,A-1,T rr 0 WW E!TR' IWF`0 1:?-1\4ATIO N BEINDICATED WITH A (PURLIN SPACING) (SAMPLE SPARE SPRINKLER THIS DRAWING IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)OF NFPA 25 As THE APPLICABLE STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS,PER SECTION 4.1, FOR Y4' TO 4' PIPE CABINET SHOWN) THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER B SED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER.IF THE BUT:DIN'OWNER HAS NOT RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS FOR 5' TO 8' PIPE SYSTEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. ALL PLASTIC PIPE 3/4* THROUGH 2�� SHALL 13E UL LISTED OR FM APPROVED CPVC MANUFACTURED IN t ACCORDANCE WITH ASTM F-442. III A Bm C-P VC C 0 M 1:3 ArI:B ILIrr'Z T,,�0'rI C E: CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN 20 YEARS IN NEW CONSTRUCTION,RE-PIPE AND ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE C PVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. SPRINKLER HE I -ME CON WITH ASTM F439, ASTM F439 OR ASTM F1970. AD DCCASI N ILLY,HOWEVER.CPVC CAN BE DAMAGED BY I TH CHEMICALS FOUND IN SO .S7RUCTIUN MATERIALS UE,SOME WIRES, FLUX,PETROLEUM BASED PRODUCTS.ETC.)AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS,LEAK DETECTORS,FIRESTOPS,ETC�ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINK ER PI�E MUST BE EVALUATED IN ACCORDANCE WITH THE SYSTEM COMPATIBILITY SEE DETAIL PROGRAM AS FOUND AT WWWSYSTEMCOMPATIB- COH j ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP' 500 CEMENT. VIEWS CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR STEEL PIPE C 0 P y F:;"I cl�1-1 Ir ALL DOCUMENTS,INCLUDING ORIGINAL DRAWINGS,SPECIFICATffiS,FIELD NOTES,ESTIMATES AND DATA,INCLUDING COKPUTER LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.6.2 OR NFPA 13R SECTION ALL THREAD ROD SPRINKLER HEAD (W PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMA N THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,INC. 5.22.31 HANGER RING AFS)AS INSTRUMENTS OF SERVICE.THEY AR� HOT INTENDED,N R REPRESENTETI TO BE SUITABLE FOR RE-USE BY THE CLIENT, OR OTHERS,ON EXTENSION OF THIS PRO;ECT,OR FOR ANY OTHER PROJECT,ANY REUSE�OR ADAPTATION OF THE INFORMATION Y8' FOR Y4' TO 4' PIPE CONTAINED HEREIN WITHOUT SPECIFIC'WRITTEN PERMISSION FROM WAFS WILI BE AT THE C:TEN S SOLE RISK,WITHOUT PURLIN MINIMUM NFPA 13 6,23.5 THE STOCK OF SPARE SPRINKLERS SHALL INCLUDE ALL LIA 1LITY,OR LEGAL EXPOSURE TO WAFS,AND WILL ENTITLE WAFS TO FURTHER CGMPENSAT[O_ATTRATES I[]BE AGREE ON ALL I' TO 2' THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED FOR 5' TO 8' PIPE DESIGNER BETBVEEN WAFS AND THE CLIENT�T CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARNIffs4S FROM ANY ANT�ALL CLAIMS, -795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND TYP. (X2) 9' LENGTH REFERENCE TABLE 3 MAXIMUM SUPPORT SPACING DAMAGES,LO�SES AND FXP NSES,INCLUDING ATTORNEYS..FEES RESULTING FROM ANY SUCH PERKiSSICNS. IN ACCORDANCE WITH ASTM A-135 OR A THICKNESS .037' TYPES AND RATINGS INSTALLED AND SHALL BE AS FOLLOWSi FEE 'MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE-BERKELEY NOM. PIPE 9( FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS C�I:ZAI=11-IICS El 1,1,1'M El T-Tr S 11�_0 Ir E 'STEADY-THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. SIZE A BN C NO FEWER THAN SIX SPRINKLERS, FIRE S1R%1LERCG.N1T-11ION-A-INOS AND SHOP DRAWINGS PAY 111L111 13ACKGROUND DRAWINGS OR GRAPHICS BORRD'dED FROM THE AR HOTECTURALL,CIVIL, STRUCTURAL.0 MEP DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR ALL 1- TO 2- THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED 1. 3'-0' MAX. 12'-0' MAX, 3' MIN, El FOR PROTECTED FACILITIES HAVING 300 TO 1000 SPRINKLERS GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOFS NOT ACCEPT ANY RESPONSIBILITY FOR TH. MANUFACTURED IN ACCORDANCE WITH ASTM A-795 OR ASTM A-53. HANGER RING I ESE ELEMENTS. THE FIRE SPRINKLER E�NGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRI KLER DESIGNER REFERENCE - NO FEWER THAN 12 SPRINKLERS, DRAWINGS DEPICTING F RINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL'STRUCTURAL.MEP OR CIVIL DRAWINGS FOR AU IRE AS71VE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY BE UTI IZED IN FIRE SPRINKLER (PLANE OF PURLIN (SIZED TO PIPE) 4'-0' MAX, 12'-0' MAX, 3' MIK THORIT DRAWINGS OR DETAILS L ALL I- TO 2- THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND BOTTOM DIRECTLY 1,V4' E-1 FOR PROTECTED FACILITIES HAVING OVER 1000 SPRINKLERS MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE ABOVE PIPE TO TL NO FEWER THAN 24 SPRINKLERS. OF PIPE) WHEATLAND, ALLIED, BULL MOOSE TUBE AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC MTAJL VEWS 1W TO 5'-0' MAX, 15'-0' MAX. 3' MIN, WATER SUPPLY INFORMATION i 84 i 9( DRY SPRINKLER HEADS WILL NOT BE PROVIDED PER NFPA aW ER EXMM ACTUAL W (AS REED By W NOTEi ALL HARDWARE 3/8' DIA. HANGER *01 *MAXIMUM SUPPORT SPACING FOR STEEL PIPE 13-62.9A NFPA 13 STATIC PRESSURE 42 PSI SIZE- GPM @ PSI ALL %" TO 4' GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED HYDRANT ELEV. 2' COMPATIBLE. SCALE#V 6' ATED FIRE PUMP R! 3/47 TO 8" PIPE CI-BEAM) SPARE SPRINKLER HEAD CABINET �7_n r-tin, /4 "1 u r-w"- STEEL PIPE HANGER SPACING RESIDUAL PRESSURE 35 PSI DATE OF TEST 1/12/15 IN ACCORDANCE WITH ASTM A795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW', WHEATLAND RING HANSEER FO 'MEGA-FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE-BERKELEY 'STEADY-FLOW'. ALL PIPE SHALL BE SCALE: NONE FLOW IN GPM 1,000 GPM TIME OF TEST 946 AM V E 1 CPVC COMPATIBLE, SCALE N07NE PITOT READING 35 PSI NIXER IF PMTS ILlIVED ANME FON SELECTK)N ANGLE IRON (SELECTED 0019 00588N TEST PROVIDED BY CITY OF ATLANTIC BEACH 00532N F-1 4' TO 4' GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10, UL LISTED/FM APPROVED AND 7N Automatic Fire Sprinklers, Inc. es, Inc. ALL W MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL ACCORDING TO CHART AT SCH 40 PIPE OR SCH 10 OR ION 2389 MAYPORT ROAD SCH 30 PIPE SCF1 7 PIPE �4%FkOCAT MOOSE, WHEATLAND, ALLIED AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. RIGHT) NUT & WASHER ON BOTH AA V 1 1/4' 1 1/2' 2' 2 1/2' 3' 1 4# DETAIL VIEWS DESIGN CRITERIA ALL GROOVED STEEL PIPE 6* AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND MANUFACTURED IN ACCORDANCE WITH ASTM A-135. SIDES OF EACH SLOT 2'-0' Al .12 .12 13 .13 .15 .17 DESIGNIN I SYSTEM / DESIGN AREA #1 I I I - STEEL COLUMN�-� THICKNESS 037') 2W LG, X V DIA, SLOT TYP, (X2) REFERFXE HAZARD CLASS [-j ALL GROOVED STEEL PIPE tVW AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND 3'-0# .17 .18 .18 20 .20 .22 .26 1 IF SPRINIlERS IN DESIGN ARD MANUFACTURED IN ACCORDANCE WITH ASTM A-795. SEE DETAIL (2) STRAP TIES (ENDS MINIMUM DENSITY VIEWS ROD COUPLING 4' 0' 22 .24 .24 26 .27 .29 .34 ON OPPOSING SIDES OF DSB-2 BOOT (CUTAWAY WTAL VEW DESIGN AREA SE, ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER ALL THREAD ROD 2Y2' L& BOOT) TO SHOW SAMMY SWDRI PSI REQT @ BASR WAFS STANDARDS. 5'-0' .28 29 30 .33 .34 37 .43 INSTALLATION) Z-PURLIN (INSTALL AT GPM REWD @ BASR TOP BEAM CLAMP SAMMY SWDR1 ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B116.3, CAST ADHESIVE (SELF-DRILLING) MIDPOINT) PSI REQ'D @ TEST 6'-0' 34 35 .36 .39 Al A4 .51 GPM REWD @ TEST IRON CLASS 125 OR CLASS 250 ANSI B16.4 OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI UVATHN @ IffGHEST SPMR B16.3. GLOBE VALVE AND SEE DETAIL VIE 7'-0' 39 .41 A3 A6 47 52 .60 PLUG TYP. FOR AUX, HOSE INSIDE/OUTSIDE DESIGNER ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEA13LE IRON CLASS 150 OR CLASS 300 ANSI DRAIN AND TESTING REFERENCE DOMESTIC DEMAND B16.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153. 8'-0' A5 A 7 .49 1 .52 1 .54 �59 .68 (SHOWNFOR EXAMPLE TOP BEAM CLAMP i ALL WELDED OUTLETS SHALL 13E UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE A ROUND TO NEXT LARGEST 'A' DIMENSION ONLY) SPRINKLERS SPACING WITH ANSI B16.11. SYMBOL MAXIMUM MINIMUM COMMENTS ANOU FM SUE SPLIT RINb GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH 3' X 2' X 1/4' (MODULUS PIPE HANGER ASTM A-535 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. LESS THAN OR EQUAL TO 54) BACK-UP PURLIN BOTTOM ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN 3' X 3' X 3/8' (MODULUS MORE THAN (INCLUDED ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. TOLCO FIG, 75 .54 AND LESS THAN OR EQUAL TO .83) ALL DIMENSION GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A-153. HANLJLI< KINLI 1Y4' DIA. THROUGH THREAD ROD (SIZED TO PIPE) CLEARANCE HOLE INSULATED FREEZER ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS. SIZED TO P E PIPE AND FITTINGS GENERAL NOTES HANGER *D2S TRAPEZE FOR Z PURLINS ZSTEEL 7B ALL STRUCTURE W/ UP TO 4' PIPE OVER 2. SLOPE COLUMN THREAD ROD HANGER *09D HANGER #02 SCALEi NONE SC LEI NONE VERTICAL BRACE FOR UP TO Lv STEEL PIPE DSB-2 SPRINKLER BOOT INSTALLATION AMMY SWDR1 r TO 4w PIPE HANGER Atftmft Rm%vinkhwe.hL E I'llre%rkilldem bv& SCALE: NONE E QUANTITY--, SPRINKLERS Automatic Fire Sprinklers, Inc. Aut�Fire 4"m�%km� 00593N 00265N Fk*%rWdw%hwL 00295N 00528N 00248N SYMB, IST 2ND 3RD 4TH SIN SIZE I K ITEMP MODEL CEILING COMPONENT LIST WALL TYPE (D 3' GROOVED COUPLING CAN VARY 20 21 * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2007 EDITION OF NFPA 13. 27 SEE HEAD BOX DETAIL FOR * DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND 3' GROOVED 904 ELL QUANTITY OF SPARE NOTE, VERIFY STATE CODES, B (DW X 3V DIA. PRS, GAUGE VOLTAGE SPRINKLERS * ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE TYPICAL STANDARD CODES AND WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL SPRAY PENDENT 2 A TYPICAL OR,' THREADED PLUG (X5) #00593N). SPRINKLER OBSTRUCTION * ALL HANGERS AND ANY REQUIRED BRACING SHALL BE DESIGNED AND INSTALLED IN BRONZE 3-WAY VALVE TOTAL PERFLOOR ACCORDANCE WITH NFPA 13, MANUFACTURER'S INSTRUCTIONS AND THEIR LISTING. 25 co�-j SEE HYDRAULIC DATA * ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE W X 0-3 THREADED NIPPLE 0 PLATE DETAIL CAULK IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILTI FS ONE OR (DW X V HEX BUSHING TOTAL THIS SHEET STI LCI. 3 9 * UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES THREAD-O-LET ON 3' PIPE PROVIDED BEFORE A CONNECTION IS MADE TO THE SYSTEM. CEILING 4 5 6 7 8 1 DATE SUBMITTALS BY III ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO 1V THREAD-O-LET ON 3' PIPE 3/26/15 GA REVIEW BD COVERING WITH DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. LV4' X 0-6 THREADED NIPPLE DETAIL VIEW FROM OPPOSITE ALL SYSTEMS SHALL BE TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI GREATER THAN 1Y4' AGF M1000 TEST AND DRAIN W/ > SIDE OF WALL MAXIMUM SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. 6' MIN� ORIFICE ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS, >> 4� ALL WIRING OF DEVICES (FLOW SWITCHES, TAMPER SWITCHES, COMPRESSORS, ETC) IS BY 3' FLOW SWITCH -'a 0 i SYSTEM CONTROL B -j OTHERS. TYPICAL STANDARD NO. DATE REVISIONS BY 3' X 11' SLIP-ON WELD FLANGE * CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IS BY SPRAY UPRIGHT TYPICAL @ VALVE & CHECK xX/XX/XX A OTHERS. SPRINKLER 6' NUT, BOLT & GASKET KIT * ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. OBSTRUCTION VALVE ON * ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER SYSTEM IS BY OTHERS. 6' DIP UNI-FLANGE * HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY BACKFLOW OTHERS. 1)/4' SPLIT WALL PLATE * FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE _7 w_ THAN 48' ABOVE THE LEVEL OF THE ADJACENT GRADE. 1Y,' THRD, 90' ELL 22 21 11 * QUICK RESPONSE SPRINKLERS SHALL BE USED IN ALL LIGHT HAZARD AREAS. LV4' GALV, 45' ELL T-T * SPARE SPRINKLERS OF EACH TYPE (EXCLUDING DRY) SHALL BE PROVIDED ON THE PREMISES 1 -01 Z AS FOLLOWS: 1Y4' X 4' GALV, THRD X A,F.F, v, 26 LESS THAN 300 - 6 SPRINKLERS PLAIN NIPPLE (TOE) 300 TO 1000 - 12 SPRINKLERS 25 WAME a OVER 1000 - 24 SPRINKLERS DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE OF 6' ALARM BELL 18 * REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. SPRINKLER TO SIDE OF DEFLECTOR ABOVE BOTTOM OF BELL BOX 19 Automatic Fire Sprinklers,Inc. * SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: OBSTRUCTION (A) 1 13 14 (X2) o ANY PORCHES, BALCONIES OR OVERHANGS THAT ARE NON-COMBUSTIBLE AND ARE NOT OBSTRUCTION (IN,) (B) 1Y,' SCH. 40 GALV, PIPE L _j USED FOR STORAGE. BOR MAIN OFFICE - ORLANDO, FLORIDA o CORRIDORS THAT ARE NON-COMBUSTIBLE IN CONSTRUCTION AND AT LEAST' 509 OPEN. LESS THAN I FT� 0 202 CAPrTOL, COLIFIT OCOEE. FLOFWA 34781 o AT THE TOP OF ALL ELEVATOR SHAFTS WHERE THE CAR ENCLOSURE MEETS THE FT. TO LESS THAN I FT, 6 IN, 2, PHONE (407) 85&-3030 FAX: (4107) 858-8OeB 1 15 REQUIREMENTS OF ASME A17.1. I FT, 6 IN. TO LESS THAN 2 FT, 3h 11-09 At JACKSONIVIII.1.2- FIL _J TAWA. FL _J PowAm wAcK r-L o AT THE BOTTOM OF ENCLOSED NON COMBUSTIBLE ELEVATOR SHAFTS THAT 00 NOT "326 DISTIMMM AVE.WEST CHURY PAW MVE 30 W 115TH TEFf=E CONTAIN COMBUSTIBLE HYDRAULIC FLUID. 2 FT. TO LESS THAN 2 FT, 6 IN. 5)j JACKSONVI-LE,FL 3E256--F745 TAWA.FL 33619-8337 POKFAND BEACtt R.33064-AM 3' SCH, 7 BLACK STEEL PHONE:(904)258-3030 PHOM(813)630-03M PHMIE,(SS4)99-MM WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 13 INCLUDING BUT NOT LIMITED TO 2 FT, 6 IN. TO LESS THAN 3 FT, 7h FAX,(904)26&-9724 FAX(813)630-0312 FAX(954)917-9424 4* 4 VALVES, HYDRAULIC PLACARDS, AND INSPECTION TAGS AS REQUIRED BY FS 633. 3 FT, TO LESS THAN 3 FT. 6 Ift 91� 1Y,' SCH� 30 BLACK STEEL 4 FT. WYEII FIL _j COMOM Nc STATE LICENSES. 4370 LOTORSPORT DRIVE W SPIRM-Ell 2U45 48W LAPM0 AVE 43 SPLASH BLOCK FT.MYWIS.R.33905-4WA COINCOMI,W a9027-Q977 W ALAM e8F?2&P LV 3 FT, 6 IN. TO LESS THAN 4 FT, 12 12-HEAD SPARE HEAD CABINET @ BY OTHERS RME:(239)433-3030 PHOWE(704)782-3032 SID SPF&*aJR-MB 4 FE TO LESS THAN 4 F1 6 IN, 14 FAX-(7014)796-6838 FAX(239)433-3283 SIC ALAP11A 3385 4 FT� 6 IN� TO LESS THAN 5 F1 16)f 5 FT, AND GREATER 18 ROTATED FOR CLARITY NFPA 13 TABLE 8,15,512 U DOLLAR TREE MAYPORT ROAD n ATLANTIC BEACH, FL NFPA 13 SPRWLER CLEARANCE W/ OBSTRUCTION HUTTON COMPANY NFPA 13 21307 GENERAL NOTES (STANDARD SPRAY UPRIGHT STANDARD SPRAY PENDENT) 736 CHERRY STREET CHATTANOOGA,TN 37402 SCALE, NONE C>_1 SC�LE1 NONE TYPICAL 30 RISER__W/_FLOW SWITCH AND TEST Er DRAIN III%rb"M III% Automatic Fire Sprinklers, Inc. SCALE1 NONE SHEET TITLE, FIRE PROTECTION SITE PLAN M=E 004BON 0061ON Automatic Fire Sprinklers, Inc. DRAWN BY, ROBERT DEWAR, P.E. DATE, MARCH 25, 2015 AHJ1 CITY OF ATLANTIC BEACH CONTRACT # 203733 CENTER OF TILE JOB? [:]YES nNO CENTER ON FIXTURES JOB?E]YES jfNO SHEET # CONSTRUCTION TYPE, 11B OCCUPANCY, H, FPDm 1 M . *I .. �, I - � 11 I I � . �� ._ �t� 'L ,I I I :, �., . ,�_ - I i 11 �, � � I � I � �� I � ��" - , I I I 11 i "�'�, 1, -- 11 - - I I, :I'll I :�, , I- "- -- -_ I I -�� I � _... � I m�.. � � -� _ . �-_.- ,___. .I-- I ,_-I� - ij I 11 �. I A I "� ,, _, I I .--- - � . - 11 I - � I I j I � - I I I� "�� I �. I. - I � - - I...:-______ � I ,4 1L.- __,, ___� - - - �- __ I I I�. I_111.... - __ .-.1 I�......_ �... __ i , - a. 00_0�� .L_., - I- - I I.Off I - - --- I ) I 1`1�I � . ; I � I I I ,,!�L, I ; � I � S,_ , - I I I I I .. j � , h � I 6 I I -� � � 1'1911"� I . �, �, ,I"( � .) �',I �- �j , ,� :�C� 1 v.��I �11 ly I � I 11 . 11 , I , I - �*�',,-�'. , 1 - - I � I I I I ,a - - " I I I . � I . I �,�, I � I` I�� I I I I - ��'K. �, I I w ��b �. q_ 1. � , I I - �� , 1 . I ,-, I � - �, I 1, _ - I ",-, .,��, I �,_- ;1 ! , I I � 1�� . I '� " I 11 I I - � � � ! I ��x";�,� I " '' 1: I I I - - ,I .� � - 1), � � � .� I 1, ,�, , � I 1,�� 1� I � � �'. .-T , - ;� I .i�, - � ` �� I �I : i I lk� ., ,i ., I I I - I -� , , �,,- :: I .1 , I ..)) � � __ � "11 ,�� , I � I � 1� I -- � , ,- 1i �� .I I. 1. - - I �:" � , , � ''I - I �,`,`�, , 1. ,� � I I � ., "� � I'll, I lik-, 11 I I,, I ,�, �� 1. I , - I �. I I �;,�,-, :""," � i� ,� �I-( I ., . . , � I :� . I - j I I - 1, I I I ,I. '! .I,- Hazard Fire Protection Engineering, Inc. , , , -, I I , : 1, I :�,�!: - , �� , I ��,---*,- i COMPONENT LIST . .�:� � _ 1. I - , , I� C �� I - I � _ �, , , I � � 1. 1 4' #577 GROOVED COUPLING (D 4' GROOVED 90 DRAIN ELL _��, 1, : I. �J , � - I ,`_, I � � ,, 2P-2 CAPITOL COURT OCOEF.FL 34751 1 , �; � I : I � I , I 1111�'� I -6025 Robert J. Dewar, P.E Ed S. Snider,P.11 . , �, . ! - I - 'L � � 1�1 � � I 11 -- 1, � . I , - - (D G)V GALV, 90 ELL '�'-- " , � I �� I �_, �� t , �� I ''I .I,,- III_-_1!_-- , I , . "� I -"� �`;,,�� PR(407)877-5578 FAX:(407) &9& _111 I- I�:,� I I -, � � �� ,,,,, ., I , � � I 1, 1� �. - i� �� - , "I . � 1 6a, . ,W 5-, I ,,113'.i:,� �:, , - ,�, I I � , ,� �_. . , Certificate of Authorization Islumber 29038 FL License No. 70937 FL License No.71374 , , �� I �_',, I _ I _ I . ��,�.� ". 0 V X 1-0 GALV, SCH. 40 - -, I I � ,I - A , I - , � - , I � I � . I-, I I I - 1 ,44 1 � � '� t'_� I �,,�� , . 11 , -1. 11 I- 111� .1 1. I, �t�i I I � �� " (D4' GROOVED 90* ELL OV 'AUTO-BALL' DRIP VALVE � .�:,,I�.- - - . �,�i , -,- ., ,,,I "'L - � .� I', 1-�� . I � - - -- 1-1- �_�' 7 1 __. � .- A'i�`�11 �-"- -- , � � I� �, , - ,11�-. 'il� 11 I_ 1� - , I � - ,� ��'. . : 1.�,�,�,, ��_ I e � � 4' GALV, SCH, 40 1 �,t,_V 11 I 11 I � I " - I k! 1'� I 1,�,� I 1,� � _:�,L 4 X 66 X 2,� STRAIGHT FDC - 0 V GALV, 90 0 :6" - " I I I I � _�,��!��. -I I ,rr TE]a 111-TF'O 1`_MArr10_N ,� 1 � �, �� I �1, 11 i , � I M F:>0 a T_,A,11,� Q WN " r ,I � I I r_ �� ,I- , I I I 11 - ��, I (D - STREET ELL lj�� ; -, �, I I I � )�j�_ �� 11 ,_ I I :1 I ; � I"I" �, . THIS DRAWING IS BASED ON THE CWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION(EITHER STATE OR LOCAL)OF NFPA 25 AS e: Z i . ,� . � I I I �_I'!I APS 1:�3�, 1. � . _11; . '� . � . �. ,I�,�� i - -N SYSTEMS.PER SECTION 41 v, 1 . '. 11 :-,"N". THE APPLICABLE STANDARD FOR THE INSFECTICK TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTIC -HE NE - . I',Ili I :i:� - . � I : �� I . ,,I, '� THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF OW R.IF�r� I - - I �, � � THE DPERATICN AND'MAINTENANCE OF THIS 4' SCK 7 DYNA-FLOW Z I��,:: _1'4'i � I I � , : , I� I I '� - . � �, , - . " .", � - ,� � - I - I I��L, ILDING OWNER HAS NOT RECE VED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH RE SPRINKLERS,INC. � � �; , " a I - ,,R ,.,� I � �, . - , SYSTEM,PLEASE CONTACT THE NEAREST OFFICE OF WAYNE ACT MATIC F " �_ �, - � -1 -� �,,' �- �,��, �,I,��, , � 1 ,;i , I `, . I � ,I i - (D I X Y2' GALV. HEX BUSHING 0 "'I'v`�� i " BUI - , I . I ", 11 , . , , _,� e: I -1 � . I�I - - � I...�,I, � 1�,, , � ,, , i-. �I I� ��, i -1 Y.,:� -1 . - - -_ - : 11 - . I 11'I 1_� I I I �I -------, ______ _ - - -_ --��_- -____------- -�� - � I j ,- ---------- : , "'- L- I- I I I _"� I-I I --_ = �=_�,�- - --- I ,__ I : : - - I e: _� - * I � �, - : �-- � - : I.�_11 ::i � �, I e",_,I � I 11 :1 � , _e�� - - ,, I i.rlc . � _!�, ,,v I - ,11-1". I �- - fl - - 1, �� =1AT1E3IL,1'r'Y WC)TICIE I ..... I— I , � �, I I." . Cj:::1VC C0MI � �.I , u, "T" � . . � I � : ,,,�',,i I- : ,�_11'1 I I, I 1,I" , I- ,11 I � �,, -I . YORE THAN 20 YEARS IN NEW CONSTRUCTION.RE-PIPE:AND - , I , , CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR � I -I I��--��,! -,, , I I REPAI.C VC PRODUCTS ARE IDEALLY SUITED F13R THESE APPLICATIONS DUE TO THEIR UITSTAINDING CORR13SIll RESISTANCE. I -�, I�, � : -1- . It � � I I _11��' � ,-I - . _�� 11 . I x - � ,,, , , �� ! ��,:1 ,I,� �, ONSTRUCTIUN MATERIALS(IE,SOME WIRES, ,::-. �I � . R P OUTSIDE WALL (WALL TYPE AND I 6� �,-�� ,�, 11 �I. I -_ I I I OCCASIONALLY,HPVEVEP.CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME C I . , ,�F?� I - ,�- z,� I � I ROLEU DUCTS SUCH AS THREAD SEALAN I S,LEAK DETECTORS,FIRESTrPS,ETC,ANY I 3� I � : I THICKNESS CAN VARY) - � " ' I �'11'1 , � FLUX,PET BASED PRODUCTS.ETC.)AND ANCIU ARY PROD � , �z 11'1� 1�� ; i , I I I � " �:I ��r I � 'I EVALUATED IN ACCORDPJNCE WITH THE SYSTEM COMPATIBILITY � 11 I" - I - � �-. �, I ;14��_ I '11-...1, /--T, PRODUCT THAT COMES IN CONTACT WITH CPYC SPRINKi ER PIPE MUST BE ,1 ;-_1 ;,��, �11 - . - -1111.11'. ,;.. I I , 11 011, -_1 , , / , ,�i I PROGRAM AS FOUND AT VWW,SYSTEMCGM.PATIBLE.COM / _1\ I I 11 I , I / ""�,,,,�. I I /,-,--- I/ \ , -� � - : ; " , � 1 n � I /, ��_-___.;_-- - . � � ------------ 4:�,�'. � , � " ; I I . . . � ��I �, 1,� , ,, , �,", I I I ,. � � I I : . I I ; I - . ; -_ - -- - � I I I �� - ��4 1 ) i�"I" i I � � wlmmk� � ,_,�2' �� ;1- . / 1 1 (2 `�,,,,,,';�,,. s' 3 11 % 4 ' -1 - ;/ " r � I ' 2 �"'.11, i I I - ?" j -, -' , - 1� I � �� t � I 11 \ _1111Z I a 1-17 : .. I I . : _� . I 1! _�� ." : -1 0 ..- I - " ,�........../ "/ CO-P 1. I L _,_', 11,- :1 v , I , /��,�� \"-:.,,,I J ,! ,, 1) _� � -, ", I- ''1 I- / I� '.11 - , . .... I 11 11 � I I 1, ,, � .I I�,�, ,1: - � -1 ..........I 7- ',I : . :� ALL DOCUMENTS,INCLUDING CRIGTNAI DRAWINGS.SPECIFICATIONS.FIELD NOTES,ESTIMATES AND DATA,INCLUDING COMPUTER � � : : ; . I. I . ; . : ,-1 e : - ii: I.- - . � ; : il I . �i 'CT ARE AND Wil REMAIN THE PRCPERT�OF WAYNE AUTOMATIC FIRE SPRINKLERS.IN- : I 11 r : .1 I . PROGRAMS PURSUANT TO'THIS PWOJE : i I i , ,L . I 4t� : : : � - : �,.� �,,, - . I �,1,� i : D,NOR REPRESENTED TO BE SUITABLE FOR RE-USE BY THE CLIENT, 4y � I ':��,-, : I I I � I :1 -� , I � I I : : : z. (WAFS>AS INSTRUMENTS OF SERVICE,THEY ARE NOT INTENDE -ORMATION - : 1,I "' 2� . I : I : . , T . I : ;, .,. . . I 1� : . . I I OR OTHERS,ON E�TENSVDN OF THIS PRO-FC.,OR FOR ANY OTHER PROJECT,ANY REUSE.OR ADAPTATION OF THE INIF - ,� , � I ; `,- m 4 . E THOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SOLE RISK,WITHOUT : 11 � 1�I I I -,,,� i I, � ,�, t I I ; i - �� CONTAIN D HEREIN.WI ,I � ; I , I I - I -� . :.I '. $ 1 : . I : 7-0 - 4# 1 : I'J�- . I ty. : __ �I ; ��! ��I -: I "i�- ; 1. LIABIL OR LEGAL EXPOSURE TO VAFS,AND WILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE A5 EED ON : 10 I �, I . :� I i � : �, � - I I . 11�1. : ; i � - 0-11 -1 : 1 1 1: : -,.,,�,� I i BET�EEN WAFS AND T.H CLIENT THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM ANY AND ALL CLAIMS, � � , I � . : . i *G ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS, I � .I �. I �, , : ; : I I : . ",� . i -_ : I : DAMAGES,LOSSES AND.,EXPENSES,INCLUDIN . � I I I !1- � . _�, : I ,� I -�` I . . -�� : . : - ,� I I� . ; : . -, � I I . I : I i , -- --_ -- - - ----_.-- ----__ -- . -_ I : I ; ': � �� ---_-- - � -- ----- -- I : �� I . ; : -_ : - � . . � - : I : L : -1 : ,, . I - : : : I : , -1 . ; ,, : � : - - �. : I . . �I" : ; �I 1; I I I . : . �i -7S I'T 0'r IE - I � I ,- � 11CS -' - I , 3 11 , I e � 0 1:Z A F:'I - �E L,:E M I-1'� - !, I ,I . ; t�,- % . j : : I : :�, : . l" - `� . -�- f%, � �. I-:.... . . �: B-0 ROWED -I I" , , CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS - " I -;_ : I ; ': FIRE SPRINKLER : ; . ! : : ; .\:_;,� -, - . : ��, . 1i : ; �: - CRA,dINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR � . IL . - . : I---- . ; a . FROM IRE ARCHITECTURAL,CIVIL�STRUCTURAL.OUR MEP U B i . I -i I 11 . : I-, I �I: C � ; I I..3 , . : .I a : AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPCNSI 1LITY FOR . . ; i I I � . 11 ;, . I-1, . ENERAL IN'FORMATION OR CONTEXT ONLY . - . ; -1. : ; : : : IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER 4 11 I . a I I ; I : : THESE ELEVENTS� THE FIRE SPRINKLER ENGINEER '-�CIVIL ": - . : I I ; � : 7 : I I z .�, : : i ED ARCHITECTURAL-STRUCTURAL,MEP-_ � I I I I ; : . i PES OF WORK, REFER TO APPROV � .. � I . � i 4. DRAWINGS DEPICTING FIRE SPRINKLER SCO : I " i ; : I I : . DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INF2RMA 1FIN THAT MAY BE UTILIZED IN FIRE SPRINKLER : i I I , I .� ' I I . " � ,�: 11 : " I . :i ETAILS . -.1 j ; - "I I . DRAWINGS OR D . �: I I I,.1, . . � . �-_- . I - I - ------ --_- -- -- L I ; I, . ; I : . - _11 I I I I -_ - � .1-, 11 :�: . . ,, I , . : � : I U . . . I : . I - : - 9 " I . . I . : I . I . i : I . : I . � ; " I X� . I - -,-I- [ . : I LY INFORMATION I : : . . I � 11 I I - � . : : . . I i : . . I I . : 11 . ; . I . I . . : I i . I I z : . - -- - : I, - I -, -_ --- -_ I ACTUAL DROW ER WOLATED FIRE PUMP - I 1111 11 o - -__ _5� I : . I I I DXBTY"Mj) - i I . I � : ;, oi . -. - - - - - - - - -I i (AS REV SIZEt GPM @ PSI : F_ _ _ _ " -I � : [" ___ I ........... . . . , \ ft% , "I I /,' + . : . ; / - 21 1 . I i . -.�r�,_ STATIC PRESSURE 42 PSI . : I ' HYDRANT ELEV. \ " I I ��, -, I - , - I / rb ____ I ,,--;, I I ,� , I ! ,,g _t , - : - _____ - - ;=_1CM__:__ _===�,- �j : ' I ................. ..... ........................... -... ....�.....11.11.............� 11.1. I..."I'll-......... �� - ,Z� - - 11.11 ,111.1...........-�1 1=7 ,Ok,n, -�- - �I -.111.11--......_... ....I -.....1.1-1111.11...... 1111. 111.111.11,11,...; SURE 35 PSI EST 1/12/15 - : . I= ,- - --"--- - - ____ ,��_z - - __=�==�Pll. ........................... .... ..............___....... .... ............�..... , I I I I ; ..,......-...�..... -.1. 1-1 .......... 1- -1-1-1-1.............. I'll, ,-- __- _49;......_.. __ ....-.- -�... .... _ " , ,_ " - __ _"; i��i� :::::;:::::��:��:��:�� - ;1 ,- -�� I A RESIDUAL PRES - I i I,�,11 - ��111 ,-// , , I .II��_�_,____�_�_� . STD. HANGERS---------- - A / I . I ��" �� . _1_-=1r/=7, ...... \, I ;1_-___1_, -1-1--", . I I . I I / : - , . ; : ; I . : I , TIME OF TEST 9146 AM -4' CHECK � "I / . I :� . � I : ; j I . : . I ; I : i � ; ... I I I a� I ........... : ___ -..........i i I � � . ; . .... - ------ ......1.1.11 .1-1.1.1-1-....... "I i FLOW IN GPM 1,000 GPM � 1. . . , . z I .........�...... * 17- , - I � "" ! ; 11 I 7 ,. .1 - .- I ........:_:� ; " 11 I., I 111 . ,j.... '[ -�.............. �, - -------- - ��, KD.............�.__�___,L_ ()� -2- - I. . ;; J�_._____11� I . I ;_4.........: I " I" 0M OF PIRTS FLOM I I . I . I __Iz : 5 � I ;1. I . . I I I . I I ; i i......"I'll I PITOT READING � I . I I . ,0V I'r 1'. -�. I I I : I . I I I-,..................I . I .� - . 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I.- I......I�......L"�� , , - - - - .11............ ..... ..".1-1-.1..; q ; �........ , - __;:��_ _=��_,��Z�� ___________ 1.1-1-,", ,��x ZZ�,L�____...,...__.____ � I -6 \ D ; �� I'll - - -11 -_ =_ _1-1 :::� . I I, "I .-"Z-- .� Lj j I, /I . -.::.'t F"' I'111111 � - "I � I / - 2 -Ill-" ;MM2EG�� . \�__....... � . I , . ; : . ; . . : . . . . . � . .I : . . . . . : . I . E � . - . I i . 1.F -. i . . I i : L - - - - _ __ - _J . I Ll . . I I : I I - - - ___ __ : . �_ __ - - - - -11, -_ _J ; �! : . . . . : I . ; . ; . I . I i . . ; :; wA"""""""""""`i" DESIGN AREA . I WAYNE : ; . ; I I NODE COVERAGE . ; . . . . . . . . I . I . . . I � . � \"V"W"mMYN E 1-2) # AREA . ; : . . . I . I ; � . . . . � . AUtOmam Fire Sprinklers,Inc. I . I . . . . � Automatic Fire Sprinklers, Inc. NWA 13 WA 111111 . I . . . . . ; . ; . � . - 0 107.8 SQ. FT. . . . . : . � i . . . � . ; I ; . . . . . ; - � . I : . : ; . . I T ; . ; : : I ; . I � LOCATION: LOCATION (�) 107.8 SQ FT. i . : . ; I : I : I : I �� - I I E22 CAPnix COURT OCOEE, FL.ORIOA 34781 I : I . I . li I I . I . I . . . I I . � � ; I . ; PHONE: (407) 113515-3030 FAX- (407) 858-8Oe8 � HAZARD: 0 LH 49roH I 0 EX I 0 EX I (�) 107.8 SO. FT. I ; . t . I i OOH I I I . : . . . . I . : . ; . I ot . . I � . : ; . I . : � . %ri JACKBOWLM FL _J TAWA. FIL I POWAM WMn RL . i I . � I DENSITY: .20 GPM/S(2. FT. (�) 107.5 SO. FT. : I . . : . . ; I R326 DISTREUTION AVE.WEST 3226 CHERRY PALM DRIVE 30 NW 16TH TERRACE ; , BUILDING FIRE PROTECTION PLAN I ; : : : I JACKSONVLLF-R.32E5&-2746 TAMPA.FL 33619-fM7 POMPAND 13EACK R_33084-AM HYDRAULIC CALCULATION METHOM HOSE ALLOWANCE (�) I : . I . I I � . � PHOW(813 . . I I PHONE:(904)26&-3030 )630-0303 PH()NE:(964)SV-3o3o 107.8 SQ. FT. . . . . I . . . . FAX(813)630-032 , FAX(904)268-M4 FAX(954)BV-9424 . . . I . ; ; � 0 ROOM DESIGN METHOD (SECTION ItP-33) INSIDI=_ 0 GPM : . SCALE: ve"=r-ow 9,973 : Sq Ft I I . I : . . ; . : I I I ":1 COINICOM NC STATE LCENSM . . . I i I 0 SPECIAL DESIGN AREA (SECTION ItP-3.4) OUTSIDE: 250...GP (�) ree.7 SO. FT. . . I I ; I . ; I . Fr. MYEM IFIL I . ; . . . I . . ; � . I . � I 437D MOTORSPORT DRIVE NC SPR14a.M 29745 : . . . I 46S3 LAREDO"E. i . . . . . . i . ; CONCOW,NC 28027-6977 NO ALARIA j I . i . I Fr.MYERS,FL 33906-AS24 29FAM SP LV : 4t DENSITY/AREA METHOD (SECTION ItP-32) (�) 128.7 SO. FT. : . : . . 1 -3032 : . . PHDNE;(E39)43a-3030 PHONE:(704)762 SC SPF*fa.M ITH ; I : . � : : . FAX,(239)433--3M3 FAK C704)795-6838 SC ALARIA 3385 , : I . I . � I I ... I I -i ; . I ; . : . I . E INITIAL AREA: 1501050. FT, CELING HEIGHT: 0-10" (�) 08.7 SO. FT. : . : I I I ; : I ; I �- ..-- ------ -- ____ .. I I . ; I - - ____ . I I ; I � . . ; . ; I I - . . . . ; ; . . . � ; I . . 7 I I - I i .......... . .1.1...� '__ . I -, , - ! (�) 128.7 SO. FT. 1/1 .", /` ,' /-1 ��, / "� /` ',� / 1\ ! . 1. ! I 11 %, ;1 . F_ I : I � � I . I : . � i o 0 . ; ; ; : T ; . . I I . . � I . . ; ; � . ; i : � ; : ; ; i I %I \ .' 3 ' . 4 ; . ; : E] AREA MEASED 30% FOR SLOPE BEATER THAN P-2 @ON-STORAGE O".Y) � I I . DOLLAR TREE i \ I � : 2 1 ' 11 3.5" 5 ' 1-1 MEA IhICREASED M% FOR MY OR OMOLE IffEALM PREACTO SYMM / ," j \ -/ �1\ /11 %%,� // %, / D AREA REMM 25% FOR Mi-MV SPRINIIaHS MTRA HAZARD OWY) \---------I " �....... -111-111" .............. ,,,, � MAYPORT ROAD d AREA REO1= FOR GLICK FINIONSE SPFMHS UST BE WET SYSTEW .1- - ATLANTIC BEACH, FL � � GUICK RESPONSE REXXTM - 37% .- - -----____ -I TOTAL AREA AO11STMNM r255 � HUTTON COMPANY � ADJUSTED AREA: RE 1015 S12. FT. 736 CHERRY STREET . ADDITIONAL NOTES- I CHATTANOOGA,TN 37402 : ; : I It :; - __-�________.___ �--_.___1...1-__-___ -.-- : 00902N I I I SHEET TITLE, LAYOUT 1: ,�. ,,a, PLANP : I 1-1_-_,__�... � I I - I . � I I: DRAVN BYi ROBERT DEWAR, P.E. TOTAL A/Si 89 0 DATE, MARCH 25, 2015 1 � AHJ1 I CITY OF ATLANTIC BEACH 1 81 . 4' 2'1' 0 16' ' I I I I I I CENTER OF TILE JOB? F]YES ZNO I S JNO I : : S . M-_W_______- ---= HEET # TION TYPEi I I - - E M I IS I . I I SCALE 1/8' = 1' OCCUPANCYi �,- 0", I ,i I , I � - , , - , �il. I, 11t i ,,_,��. , � I I o � , __ __ t r , ____ I__j - I - FP1 ml M , - ,-i it - - __ _ _ __ _ - � ......�........ _ _ _7 _ I - _ -l- .1 � I � . fl, I 11 �. I _.__ - J - . I � , I _', ' ' - ' ' --I 1-1-111 , " I - - 1 - _ _ - � I I ��t��- I - I I I I � I 111. 11 . � - 11 . , , - , _, _ 11'�31_1 I % _ 42-1 - - 11 I - . I - . - 1- I I I 11 I I I �;.� :� �o��, _ �,�___ __L_L� __ _ _ __ - I -1-1--__ __ � I fTY OF ATLANTIC BEACH NOTES :ENERAL . CONSTRUCTION DOCUMENTS I as Ill,the approved plans and comply mth all standard city palid,,s and p,a,U—.City pau'u;ruction shall be performed in accordance is canting,at open say required state a,had"'I pormi t approve Is such.these from the Departri of Eavinamnarrital Potaulien the St.John,River Water Management Cishict ISJRVVMD). TILITY WORK DOLLAR TREE ,a app ac'al through Da,alapralmt Sorvirce do.net include utilities.Proposed"ate"s'.e'or electric uraratim,,ton must be approved transfer through the respective unity company.in meet asess,this,[It be- 2321 MAYPORT ROAD 4 1 u,R v..ar,i a--m-.,'.-,, ATLANTIC BEACH, FLORIDA 32233 'ORK WITIIIN TFIE RIGHT=OF-WAY FL DUVAL COUNTY, FY:Except far new sabdi,i,I.a infrachi wastrouron,all work performed vithim a City of,keekscriville rl -wq on'a" out price a RighhcI way Permit.The contractor performing the proposed work must have a current Right-al-vicy Bond a file with volopment Sa,i.a,.Right-al-vitty Permit apprectleas are paccassed at: SECTION 8, TOWNSHIP 2S, RANGE 29E FOR slTE All work performed within,late 0gla-ef 11-Y acquires o permit from the Flolide Depieft,at of Transportation tFIDOT).It is ni, DYNAMIC COMMERCIAL REAL ESTATE ADVISORS lelopea's responsibility to obtain acquired FDQT permits a,arairtonarme,pilieffire appruvels for..,it,[thin HEOT ight-of-veye.Th. 01'reglareleff'ose a be cembered at(904)30-5200 Any changes to the approved plans needed for PLOT approval must be submitted ),v VirN al.pmart saryleac,as a,,. arans. ac,at State Reads: STATE ROAD AIA WAYPORT ROAD) 'LROAD:Raila,racl simponi,is may require pecial approvals a,permits to warkwithin their right a4sar� park -,f-,,ay,.It is the dairelop,Cs Q N i 6F.,A i;I I Ore., ,.melbifify to obtairponalsal.afacin say railroad rifilaRrf-way ormarbeficto performing any vicrikiviula their right-cf-way. 4 Cis L Mi _V kTER rORM V1 mal sports in vearripliencowith the SJR"MI)stnarvalor permits are required from the maintenance catty of all croarmister management lo 11res.Send capies of the Tepre,to iR2Lus Nisivy os. tra )ES permit within 48 hours of beginning censtruclion.Send NO] ad NO]fee to: 'SITE notice of Intent(Nor)in accordance with criteria set forth in the cily' _A, Xx % 'r ir�ntmtctaf shall contact the City Environmental Quality Division before beginning construe ran: ruot ? :RE MARSHAL VICINITY MAP no,ievv and approval does n as. NTS �gaaamd mairs and hydrants shall benstalled,completed,and in.,I.p,!.,fa caustructionvi.,k. SHEETINDEX File Icarplete spoes total]mudangeancippear,c]fin,tis uslisaig feline elion PRIOR I.installation end inspection.Con theater shall include manufacturer's name and pipe H)along with aanl�actor'a state ,a rember, ;,1, kNDSCAPE COVERSEEET C-1.0 ite Work Permit is required for this project. ALTIIACSIUBOUIVDA[?YAIVDTOPOGr?,41PIlICSURI�ElY(EBISURVEYnITG) 10F1 I`—Fund payment is due: memee at $ DEMOLITION PLAN C-2.0 SEDIMENT AND EROSION CONTROL PLAN C-3.0 Article 25 funds a,.due: inches at$ SITE PLAN C-4.0 :ZAFFIC ENGINEERING SITE DETAILS C-5.0 GENERAL PROJEC AFFIC SIGNS HORIZONTAL CONTROL PLAN C-6.0 Namr, $55.00 so. PAVING,GRADING,AND DRAINAGE PLAN C-7.0 INFORMATION lard $55.00 es, GRADING AND DRAINAGE DETAILS C-3.0 GENERAL UTILITY PLAN C-9.0 City Development Number P,83t5 A Yidd $55.00 as. Concurrency Application Number g,58G�I $55.00 UTILITY DETAILS C-10.0 Property Appraiser Number(RE 9) 169398-0410 PAVEMENT MARKING AND SIGNAGE PLAN C-11.0 Zoning Designation COMMERCIAL ation $55.OD(hr. PUD Ordinance Number 0 TRAFFIC CONTROL PLANS C-12.0 FIRM-Community-Panel 120075-0406-H TOTAL Flood Zones(Shovir in Plans) ZONE X' LD-1 Base Flood Elev.(Show in Plans) N/A Ste.dights Required LA�VD6,Cy 11PE,11111-Y Vertical Datum Used for Project NAVD 88 JEA Availability Number 2014-00,89 T'affit,sign costs change from ano to time.If the costs change after plan approval but prior to payment far installation the developer 1WRIOA TIONPLAI.Y ,ay the for the signs;at the current costs.The bov a total assames the subdivision will be plalted so one phase.If the di meat is SUBDIVISION I as separate phaises,design and installation will be calculated separately far each phoas. PSD Number N/A City or Private Inspection NIA o cicsur,a allowed from T a...bit from 4 p.m.till 5 p.m. Public or Private Roads N/A Subdivision('911")Disk Provided? NIA "RTICAL SURVEY DATUM FI,00111�PLAN A-1.10 NON-SUBDIVISION EXTERIOR ELEVATION'S A-2. North American Industry AT�ONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY MONUMENT POINT Classification System(NAICS) N/A -IF ER:DL5741 LOCATED 2.25 MILES NORTH OF THE INTERSECTION OF MAYPORT ROAD AND STATE SIGNAGE PLANS 'I I-JR U 3 Impervious Area(Sq.Ft.) 43.540- NAY 10, FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT DU.YIPSTER EINCLOSAIRE PLAN T-4 :/IWVVVV.NGS.NOAA.GOV. DATUM CONVERSION -1.099'N.G.V.D.29 TO N.A.V.D.88. �TION:13.52'(NORTH AMERICAN VERTICAL DATUM 1988) ILI I----I 64 DEVELOPER: CIVIL ENGINEER: 90&&A0 HUN SURVEyGIR: ARCHITECT: GEOTECH: FRI SIII1t1Y1l1R CIARK (,FFR IATHAM k. .1 TECHNOLOGIES TREE STORES, INC. DYNAMIC COMMERCIAL THOMAS ENGINEERING GROUP I 4_� u41 9/d/=4 DEMOLITION NOTES: 1. THOMAS ENGINEERING GROUP,LLG 13 NOT RESFONS BL FOR JOB SITE SAFETY OR SUPERVISION. HX I E CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFI!MANNER,FOLLOWING ALL THE OSHA REQUIREM ENTS,To ENSURE PUBLIC AND CONTRACTOR SAFETY. IT CGHT-WAY�el-' 11 �-E-IREF.OHFLIAI ALL DEMOLITION ACTIVITIES ARE To BE PERFORMEDINACCQRDANCEVVITH THE P S AND OF, D) SPECIFICATIONS AS WELL AS ALL FEDERAL,STATE AND LOCAL SE LAN 3 D 00'( 0!'E 41 r R GO.IGI RACE- -11::- , - -, -� --1 - ' DE ATIONG SHALL BE IDENTIFIED BY THE CONTRACTOR TO ,REGULATIONS.ANY ISO EPANCIES R "/ - ", L -F- 2. 2E9' Js 9. _F) ___ .A� HLER ENGINEERING,LLC IN WRITING FOR -js REVOLUTION PRIOR To INITIATION OF SITE ACTIVITY. 4 ISTING CONCRETE ILT �C s 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR 13 RESPONSIBLE FORITO: -'IJ'--::�-Ifl-�.I�IE. -js PROPO�EDTREE FENCE PP) I : S EADSTOBEREMI)VED BARRICADE CFYP,) 2. B 20 A.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY TING DORI-EXISTING LIGHT POLE EXCAVATION OR DEMOLITION.THE NUMBER 13 l-8QUA32-4770. 0 BE REPQVED V TO RERAIN B ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAJ NED ON SITE AND AVAILABLE FOR ........L(TO BE REMO'ED) 4 V�201 REVIEW. Ts H:IX F T" 17 7 0.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR To 51TE DISTURBANCE. �� 1�; LEGEND: D.LGCATEICAP ALL UTILITIES AND SERVICES,INCLUDING BUT NOT LIMITED TO GAS,WATER,ELECTRIC, TA2 T DISTURBANCE. SANCUTPAVE -41 T4�Ti-DPE- SANI IARY AND STORM SEWER,TELEPHONE,CABLE,FIBER OPTIC CABLE,ETC.WITHIN THE LIMITS OF MAD-Ey GOTTER 71r AT CONCRETE IIUEERG�QVED) M.INT, 1E IIJ�BERE/ P RT P� -M PROPERTY LINE ,OX, B A J (+"I "t I EXIS T tjQ CDNCNETE-L� E.PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED 'ET DRANAGE D RING ALL DEMOLITION ACTIVITIES. OWEPAIA 1:r EXISHNGSANITARY SEAER LINE UFAMILIARIZING THEMSELVES WITH THEAPPLICABLE UTILITY SERVICE PROVIL)ERAND BEING RESPONSIBLE ENTT F R ALL COQROiNWTIQN REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT.THE CONTRACTOR EXSNNG STORM SBNER LINE so RAMPTOBERENIQVED HALLPROVIDE THEOWNERWRITTEN NOTIFICATION THATTHE EXISTING UTILITIEsAND SERVICE AVEBEEN EXISTING WATER MAIN TERMINATED AND ABANDONED INACCORDANCE WITH JURISDICTIONAND UTILITY COMPANY REQUIREMENTS. G.COORDINATION WITH LHILITY COMPANIES REGARDING VVORKING'OFF-PEAK"HOURS OR ON WEEKENDSAS EXIDTINGOIERHEADUTILITIUNE AY B REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED FARTIES. CE f -SHIQF/�"�/ / / ," 1 0" H.A '.11111GLIG111 I LE I-RI-ID t EMS11INGUNDERGIRDUNDCABLELINE Es NO EN 'o BE REIII)VED S ANDIOR STRUCTURES TO BE REMOVED.SAME SHALL BE PERFORMED IN ACCORDANCE"ITH ALL 1.11-11-Lu I - -:10'... BUILDING HLEHE INSPECTIQNOF CONTAMINANTS BYA LICENSED ENVIRONMENTALT TI AG CY FALL z 4 APP ICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANYIALL CONTAMINANTS SHAL EASTINGUNDERGRIDUND ELECTRIC LINE LEE (S. I IILG li-BY A111DERALLY LICENSED CONTRACTOR INAOCORDANOE WITH PRO RAL, THD lop FASTING STORM SU�ER CATCH BASIN/BOUCLE CALREGULATHONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MAT RIAL SO L ASBESTOS,OR x 13.ON -ULU OR IMPLIED HEREIN 13 THE SOLE RESPONSIBILITY OF THE OWNER'S UONSULHANT. 4. THE CONTRACTOR SHALL PROVIDE ALL THE"MEANS AND METHODS"NECESSARY TO PREVENT MID m SETTLEMENT,OR COLLAPSE OF EXISTING STRUCTURES,AND ANY OTHER IMPROVEMENTS THATARE EXPSENGSPOTGRACE ENVIRONMENTAL'""" RIDI'l' TINUTREE31DREMAIN VE ENT, OR— REMAINING ON OR OFF SITE.THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE K EXISTING TF EES To BE REMOVED OR Ilx ix TIT 11 1F.-IL1111,111,1A ETIIIEIIA.A�AIEIULTI�Fll�AI;TIIIIIEE;.ALI REPANRS.HA1-11SEN[1VV PAD TO BE REMOVED MAT IRDN. �kPx E. EXISTNGASPHIALT PAVEMENT TO BE REMOVED 5. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR S ALL PERFORM EARTH MOVEMENT ACTIVITIES, ?�,/ I ��Illlu PAIEM VIA A1111 / 1.1 1 DEMOLITION AND REMOVAL OF ALL FOUNDATION LLS,FIT WAKENG OOTING3,AND OTHER MATERIALS WITHIN THE P TO BE REMOVED LIMITS OF DiSTURBANCE IN ACCORDANCE WITH DIRECTIO N BY OWNER'S STRUCTURAL OR GEQTECHNICAL ISTING ENGINEER. CONCRETE I 'SIDWALKANDPAVEMENT I EXISTING CONCRETE TO BE REMOVED TGBEREMOVED A A, 6. EXPLOSIVES SHALL HOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE ---------- IMSTING SAITARY SEA ER TO BE REII GOVERNMENTAL AUTHORITIES.ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE -,V"�Ixl A,i i/ 11 .1q, .1 ///�/ V REQUIRED THE FEDERAL,STATE,AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN L-0-1-E-RE-M6-V-E-,-,-/z, -SF-SF- PROPOSED SILT FENCE E IVESY 1ALS.RESIONSIELE FOR ALL INSPECTION AID SEISMIC All HEDPOSEDIREEPROTICHONAINc, VIBRATION�111111.THAT 11 REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. LIGHT POLE I(TO BEMILLED IN T (SEE DETAIL THIS SWET) STING PERGEOTECH) 7- CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN TO BE REGQVED CONFORMANCE WITH:THE'MANUAL ON UNIFORM TRAFFIC CONTROL,"AS WELL AS FEDERAL,STATE,AND LOCAL REGULATIONS W�EN DEMQLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS OF e- A, C11YOF ,LET TOP OF --T TLANIYCBEAE[j ELI.1H, Al 11BG-J RE 110398 007LI 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENcEWITHRIDADs, S' WA SCHEANOUT' el, IRLEI SIDE LKS,WALKWAYS,AND OTHER ADJACENT FACILITIES.STREET CLOSURE PERMITS MUST BE RECEIVEDFROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. --EMOVED 11 EXISTING CON E 01,44 E It SIDENALKAND 11 9. DEMQL WITH,)HIGH ACTI FLIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE P D'- UTWRITTEV PERMISSION OFTHEOWNER,ANDIOR APPROPRIATE GQVERNM ENT AGENCY. ID. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING ANDsCATTERINGINTHEAIRIN d SUBJECTPARCEL e L OT 7 SFCTIO.,Y 8,ToIRNS111p ACCORDANCE WITH FEDERAL,STATE,ANDIOR LOCAL STANDARDS.AFTER THE EMOLITIoN IS C PL TE, �B-�ISTING FLU E D om E ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND.DEBRISCAUSED BYTHE 2S,,IbLYGE 29E. e- To ColIFTA ENE..1-0 zi DEMOLITION OPERATIONS.THECONTRACTOR13 RESPONSIBLE FOR RETURNING ALL AD A ENTARE TO I 11yS 81,0170SQ(CIRE FEET J C AS THEIR"PRE-DEMQLITIQN"CQNDITION. UI�VNG CQNCRET (1.860ACRES),jjoRE ol?LEss TO RETIfU ENTRANCE 11. CONTRACTOR IS RESPONSIBLE To SAFEGUARD SITE AS NECESSARY To PERFORM THE DEMOLITION IN SUCH SAW A MANNER AS To PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. A'LONG 12. THIS DEMOL IT�ON PLAN 13 INTENDED TO IDENTIFY THOSE EXISTING ITEM RITE ENTRANCE atSTING CONCRETE SICQNDITIQNS WHICH ARE TO BE AND R111011 ell REMOVED. T SNOTINTENDEDTO PROVIDE DIRECTION OTHER THAN THATALL M THODSANDMEANsARETQ /* PAD TO BE REMI)VED Y DEMOLITION BE IN ACCORDANCE WITH STATE,FEDERAL,LOCAL,AND JURISDICTIONAL EQUIRE E SANITAR EMENTS.THE CONTRACTOR -OE $HALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECA fIQNS NECESSARY TO PRQVIDEA SAFE NO NOBEREMOVED) �V UENCING NOTE: WORK SITE. I SEQ 'TO�ERE VE 13. DEBRIS SHALLNOTBE BURIED ON THE SUBJECTSITE.ALL DEMOLITION WASTESAND DEBRIS(SQLIDWASTE) 7. CONTRACTOR TO UTILIZE METHODS TO PROVIDE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND ------- --------- NINTERRUPTED SEWER SERVICE DURING APPLICABLE CODES. CONSTRUCTION.THE PROPOSED MANHOLES AND RPINA-OF GRAVITY MAIN SHALL 11 INSTALLED,TESTED 1, 11, CONTRACTOR IS RRIPONIHILE FOR FIELD VERIFYING ALL EXISTING IITE IMPROVEMENTS AND UTILITI 1,ALL CERTIFIED PRIOR TO ANY ABANDONMENT DISCREPANCIE3 SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. "-EXISTINQ LIGHT POLE LOLB REMOVAL OF THE EXISTING SANITARY SYSTEM. t:'OElff 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE So BY THE CONTRACTOR IN ACCORDANCE W1 E NOBERE11OVED) TOBEREMOVED 11�T POSTG(TO BE REMOVED) INV.EL:1.78' STATE AND LOCAL REGULATIONS. TH ---------- �', I b + I -S AREA OF SITE CONSTRUCTION + 1B. C-C PC-I-,FACE 11,I S T- UTILITY CONTA- CTS: TREE PROTECTION FENCE SHALL BE /_X-\,_-11.1'1'A1EE .I N NTYP.j CI, X-PLE -SF-SL- INSTALLED ONE FOOTFOR EACH INCH I 11-AF- SF s _CF SF SF CpR TION F-SF-SF-SF- El I 1'(F) OF TR U N K DIAMETER IT CIL N.) CITY "3o" OUI D FROM FACE OF TREE. COY ETER -16N 3!HIGH WOOD&VORE FENCE (BEARING BASIS) P' -Ev) ZONING OFFICE S88'IT50'W(F)(D)+ I Dk--BA CITY HALL,ROOM 103 j1 28 EAST FORSYTH SIR E ET.SUI TE 700 WW000 STAKE S AT A MAXIMUM OF AC KSO NVI LUE,FL 32202 WON CENTER.AS AN OPTION, (SO4)630-1474 ORANGEN'LUQRESCENTHIGH-DENSITY CITY0FATLANTIC BEAL v C-TARY PUBLIC WORKS VISI-FENCE"OR APPROVED EQUAL DEVELOPMENT MANAGEMENT GROUP PLAN P RE#1693YS 0070 ROOM 101 CITY HALL ANNEX CAN BE USED. 5ANITA Yj 21 EAST'I JADC SIDIAVILLE,N-32202 AS TREE GUARD TO PREVENT DAMAGE - - - - -- ETER WDOD&"IRE FENCE USED K FROM CONSTRUCTION EQUIPMENT. \--TCR�E VIATE�5EWER E(P) C 4 IN 8*35'45' 2 SO 'A NSONVILIEELECTRICAUTHORITY TREE DRIP LINFJTREE PROTECTION ZONE 24 21 WEST CHURCH TREET T4 AN CA WTHIN TREE PROTECTION ZONE To N JA 588819'3 W(F�P (,CKSONVILLE.FL32202 f 04)66S-8880 REMAIN UNDISTURBED DURING CONS RUCTION.DO NOT STORE MATERIAL HIT N.LINE OF H.,M-G NATURAL GAS INT SAREA. PLAT 1OCK 11 RA-�AND TECO PEOPLES GAS 5,W, iO4D PHILLIPS HIGHWAY ,OD2X FENCEPOSTSATX 11 jA mum CENTER TO CENTER(MINIMUM LOT11 CKSONVILUE.FIL 32207 2-BELOW GRADE). 04)739-4874 IN. i-w vap--- TELEPHONE ELEVATION -W BELLSOUTH ENGINEERING LL �.� A.�CET LOT52 ".fVA Y VILLAS LOT5,9 P209 HAYDEN R AD IN I - TOP w 1HI PLAT B00](39,PA GES 22-22,1 JACKSONVILLE,FL 32213 THE BARRICADE SHALL BE AT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK IN,ELI 1-0' K I.' p (904)519-2587 DIAMETER.FORTREES LESS THAN 12"DISH,THE MINIMUM BARRICADE SHALL BE PLACED 11 AT LEASTSD(�6)FEETAWAY FROM THE BASE OF THE TREE. ELECTRIC JACKSONVILLE ELECTRIC AUTHORITY TREE BARRICADE AFPRQVAL:OBTAIN C[TYAPPROVAL OFTREE BARRICADES BEFORE N RAN 21 WEST CHURCH STREET T-4 BEGINNING CLEARING OPERATIONS QRANY SITE DEVELOPMENT. JACKSONVILLE,FL32202 (9o4)66�668D TREE PROTECTION FENCE NOT TO SCALE 1z\ .............. I-JH 0 MAS d 1 LLLI INSTALL MINLI14KC014URUC ON E-OF A- EROSION AND SEDEMENT CONTROL NOTES: T T SITE SECURITY FENC E AROUND PERJ16ET R OF SITE.(COTRACTORT0 FOF_NS DETERAFENE APPROPRIATE LOCATION O.R. 1. T E CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SHEAND ASSURING PLAN BASED ON alSTING FEATURES AND ALIGNMENT AN D GRADE I N ALL C ITO IT ES AN D SWATES AT COMPILE NO I OF CONSTE UCTION. PROPOSED CONSTRUOTION� 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CC) TICKS OR ACCIDENTS. IS- 300.00'(0) NDI 4. S. "NaB*17'50"E(D) CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES,PIPE ETC.ARE CLEANED OUTAND WORKING 299.88'(F) ROPERLY AT TIME OF ACCEPTANCE. S. WIFE MESH SHALL BE DAID OVERTHE DROP INLET SO THAT THE WIRE EXTENDSA MINIMUM OF 1 FOOTBEYOND EACH s SIDE OF THE INLET STRUCTURE.HARDWARE CLOTH OR COMPARABLE VVIRE MESH WITH 112-INCH OFENINGG SHALL 3 2 E USED.IF MORE THAN ONE STRIP OF MESH IS NECESSARY,THE STRIPS SHALL BE OVERLAPPED. F OF NO.I COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED IN D-903.THE DEPTH OF 1 20' STONE HALL BEAT LEAST 12 INCHES OVER THE ENTIRE INLET OPENING.THE STONE SHALL EX FEND BEYOND THE INLET NE 0 ENINGAT LEAST 18 INCHES ON ALL SIDES- ------- LEGEND: IF THE STOREFILTER BECOMES CLOGGED WITH SEDIMENTSO THAT ITNO LONGER ADEQUATELY PERFORMS ITS FUNCTION,THE STONES MUST BE PULLEDAWAY FROM THE INLET,CLEANED AND REPLACED. 4- a. 'ALES$HALL BE EITHER WRE-BOUND OR STRING-THED WITH THE FINDINGS ORIENTED AROUND IHE SIDES RATHER -Y H,,, THAN OVER AND UNDER THE BALES. S__ PROPERTY LINE W* 9. BA ES SHALL BE PLACED LENGTHWISE IN A SINGLE ROVV SURROUNDING THE INLET,WITH THE ENDS OF ADJACENT B EXI TING CATCH BASIN ALES PRESSED TOGETHER. 10. TH FILTER BARRIER SHALL BE ENTRENCHEDAND BACKFILLED.A TRENCH SHALLSE EXCAVATED TOANHNIMUM DEPTH TEMPORARY EROSION C FITFUL --- EXICIING STORM SEWER OF 8 INCHES.AFTER THE BALES ARE STAKED,THE EXCAVATED SOIL SHALL BE BACiOILLED AND COMPACTED AGAINST CATCH BASININ THE FILTER BARRIER. TL.,, EXISTING SANITARY SEWER PROTE EAC IT BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN L TRUCEONFENCE THROUGH THE 1ALff, ....FAIL THIS SIT SF-SF- FROPOSED SILT FU JOE I CC NS C4 12, SESTRAWSHOUL BEWEDGEDBETWEENSALES TOFREVENTWATERFROM ENTERING BETWEEN BALES. > 1-CSE.TR1EFROT-NO111�-E A 13. ST SALEBA RIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAS,r DAILY DURING PRO�LVQV GED RAINFALL. 0 :c PROPOSED CHAIN LINK CONST.FENCE A ITH 14 CL BE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES,END RUNS AND UNDERCUTTING BENEATH BALES FCRESTGREENVINASCREWN 15. NECESSARY REPAIRS TO BARRIERS OR RETIACEMENTOF BALES SHALL BEACCOMPLISHED PROMPTLY. FROPOSEDItILETISTRUCTUREPROIECT[ON 16.ANY SEDIMENTDEPOSITS REMAININGIN PIFAOEAFTERTHE STRAWBALE BARRIER IS NO LONGER REQUIRED SHALL BE Lw DRESSED TOCONFORMTOTHE EXISTING GRADE,PREPAREDAND SEEDED. PROPOSED STORM SEAER 17. 51UT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEHATELY AFTER EACH RAINFALL ANDAT LEAST DAILY PROPOSED ROOF DRqN DO RING PRO LON GE D RAINFALL.ANY R ED UIR ED R EPAI RS SHALL B E MAD E IMM EDIATELY. 18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFEAND THE BARRIER STILL BE NECESSARY,THE FABRIC SHALL BE REPLACED PROMPTLY. SOIL IRACKING PREVENTION MAT _4 19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.THEY MUST BE REMOVED WHEN DEPOSITS R CH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. FUCI 0. _S ki RO-4C.,US FLOW ARROW 2 ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER Is No LONGER REQUIRED C I o I�-1 �I ------ RIDGEUNE SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE,PREPARED AND SEEDED. S LY RXW[S'E T E STRUCTURE SHALL BE INSPECTED AFTER EACH MIN AND REPAIRS MADE AS NEEDED. OF AD 21.S DIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS (IT TE-AD Al P. IDIT11A, DET DOT MAP A CUMULATED TO 1/3 THE DESIGN DEPTH OF THE THAR.REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE ONSTE AREA AND IN SUCH A F/IANNER THAT]TWILL NOT ERODE. (�,973 SF) Cc* 23.THE CONTRACTOR IS REE�PONSIBLE FOR FOLLOWING THE BEST EROR[ON AND SEDIMENT CONTROL PRACTICES AS SITE AREA OUTLINED IN THE PLANS,SPECIFICATIONS AND ST.JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. FFE 16.00 24.FOR ADDITIONAL INFORMATION OFF SEDIMENT AND EROSION CONTROL REFER TO"THE FLORIDA DEVELOPMENT MANUAL L cIrroF -AGUJDETOSOU D LAND AND WATER MANAGEMENT'FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL A TLA.,Vr]CBEA CIF REGULATION(F.D.E.R)CHAP ER6. 25.EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL VVEIIAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.S�E DETAIL SHEET FOR TYPICAL CONSTRUCTION. 26.ALL D STURSED AREAS SHALL BE GRASSED,FERTILIZED,MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER 13 ESTABLISHED. 27. TYPE 1, S D S�1_1_BE PLACED IN AREAS WHICH MY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. RACCRAGA, 28.ANY DISCHARGE FRO EWA E ING ACTIVITY SMLL BE FILTERED AND CONVEYED TO THE OUTFALL INA MANNER q p 4T FT WHICH SDON NO FA PREVENT NSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. 29.DE TERINGPUMPS SHALL NOTEXCEEDTHE CAPACITY OF TRATWHICH REQUIRESA CONSUMPTIVE USE PERMITFROM THE ST.JOHNS RIVERWATER MANAGEMENT DISTRICT. 30.ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION,SILT SCREENS,RAY BALES,AND GRASSING.ALL FILL S ORES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. 31.A L DEWATERING,EROSION,AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION PROPOSED CONSTRUCTION ALD REMOVED ONLY WHEN AREAS HAVE STABILIZED. TEMPOMRY EROSION CONTROL EFTHRAN EWITN GAT D ACCESS 32.T (GATE SHALL OPEN ONTO SITE, SEE DETAIL THIS SHEET) ONTRACTOR 13 RES PONSIS LE FOR MEETING ALL APPLICABLE RU LES,REG U ILAN DNS AN I WATER Q UALI Ty GO IDELI NES OILTRACKI GFR�ENTIQFHAIT OFFS PLAN[NO CATES THE MINIMUM EROSION AND SEDIMENT MEA,5URES REQUIRED FOR THIS PROJECT.THE NOT INTO R.O.W.) AND WAY N EED TO IN STALL AD DITIOtIAL C ONTROLS. 33.THECOND DIOR 5�1_1_BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES,RELATIVE TD COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL.THE PART OF TH E C ONTRACT. t TEMPORARY PROSID,CONTROL IiT SILTFENCE(TYP) POLLUTION PREVENTION NOTES: (SE DETAILTRUSSHEEr) A.)EROSION AND SEDIMENT CONTROL SNIP S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE iMPLEMENTEDAS NECESSARY TO PREVEPITTURBID DISCHARGES FROM FLOWNG ONTO ADJACENT PROPERTIES OR ROADWAYS,OFF SITE STORAIWATER CONVEYANCES OR RECEIVING WATERS,OR ON SITE WETIDANDSAND SURFACE WATER$.SMP 3 SHALL BE DESIGNED.INSTALLED,AND .1 POLE MAINTAINED SITHE 51TEG1.TGR TO ENSURE TI-0,TC11 SHE.1EFAC1.111 QUALITY REMAINS C.NSIMENT.TH STATEAND LOCALREG11H.N.[THE OPERATOR IS THE ENTITY THATOWNS OR r TOP,1:1 Is, OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSEACTIVITHES ATTHE PROJECT NECESSARY TO ENSURE COMPLIANCE.] IN, 1p, OF LEVEL SPALL BE IMMEDIATELY CORRECTED SUCH INCIDENTS SHALL BE REPORTED TO WATER RES CHAIN SECURITY FE14CE SFLOLL BE 13.2/ DISCHARGE AND CORRECTIVEACTI DNS TAKEN. C RELOCATE A T E OPERATOR SHALL ENSURE THAT ADJACENT PROP FIFES ARE NOT IMPACTED BY WIND EROSION,OR EMISSIONS OF UNCONFINED PARTICULATE M TER IN ACCORDANCE WITH RULE 62-296.32OPt)(C)1, 1011TRI P 0 GED ENTRANCE DRIVE.SILT FENCE LL BE EIRINTAINED THROUGHOUT FAC.,BY TAKI NO APPROPRIATE MEAS ORES TO STABI LIZE AFT ECTE I AR EAS. THE DURATION OF CONSTRUCTION. V-1 S, Q)FUEL AND OTHER PETROLEUM PRODUCT SRI LS THAT ENTER STORMWATER DMINS OR WATEREDDIES.OR F EL AND OTHER PETROLEUM PRODUCT SPILL THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED,CLEANED UP,AND IMMEDIATELY REPORTED TO WATER RESOURCES.SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. .w GA. A, _X!w IF CONTAMINATED SOIL ANDIOR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE,ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE,AND WATER RE OURCES SHALL BE CONTACTED. F�PRIOR TO DEMOLITION OF EXISTING ON 51TE STRUCTURES AN ASBESTOS SURVEY ANDIOR ASBESTOS NOTIFICATION MAY BE REQUIRED. AN,TA ME- G.)NAT ORAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: (BEARI BASIS) 300.00'(D) SEEP17'50"W(F)(D) 1.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST�HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 5MG1.3DDPI)I�).F.A.C. I-E C.,-E. F,A COPY OF THE CERTIFIED NPOES NOL ORA COPY OF THE EDER COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-321.300(4)(A)PART ILC.2,F.A.C. OA.SEUE �.GNT m.ADOPT OF THE CERTIFIED NPDLS NOI,ORA COPY OF THE EDER COVERAGE CONFIRMATION LETTER SHALL BEPROVIDED TOWATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(.)PART - - - - - - - - - - - - - - HILO,FAG, I,T1 PPP SHVLL BE CERTIFIED IN ACCORDANCE WITH RULE 62621.3OO(4)(.)PARTV.CG,FA.C. SANITMY CITY Uk A ANTICHEACIf Flo Y.AHES OF THE SWPPP,AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE,AND SHALLBE READILY AVAILABLE TO COUNWORSTATE Copy TL ECTORS. R1 9169398 9070 L SANITA Y INSP !E: METER H.)THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING,TO SURFACE WATERS,OR ANY PORTION OF THE MS4WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION(DEP�.PERMIT($)SHALL BE OBTAINED PRIOR TO THE COMMENCEMENTOF DEGATERING. AI AATEN FIRE AN N-L, P. 1AINTENANCE NOTES: VAL TOP1-2' V 2,5�0�00:('P, x X X N.P.D.E.S.PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BYAN NPDES QUALIFIED INSPECTORAND PERIODIC INSPECTIONS WITHIN 24 HOURS GEARY RAINFALL EVENTOFO.5 INCHES N6E'3G'45'E(P) X & 588'19'38"W(F) ORGREATER.THESE INSPECTIONS MY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES,AS"ELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. 1. TH OUGHOUT THE GONSTRUOTION PERIOD,ALL MUD15ILTTMCKED ONTO EXISTING FDOT ROADS FROM THE SHE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. N.11W OF I.M 2. 0 FOR BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD.WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 FLAT D"M.FACES n AND UA CALENDARDAYS.IFA FILTER HAS HOLES OR 13 INUNDATED WITH SEDIMENT,THE FILTER WILL REQUIRE REPLACEMENT. 3. CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINEIDAS NECESSARY.REPLENISH CRUSHED AGGREGATE IF PRESENT DAYER 13 FILLED WITH SEDIMENT,POOLING WATER OR HAS RUTS.A LOT51 NEW LAYER MAYBE ADDED IF OLD LAYERS BECOME COMPACTED. 4. S1 TFENCE ISTO BE INSPECTED DAILY BY GONTRACTORAND EVER 7 CALENDAR DAYS BY NPDES QUALIFIED INSPECTOR.IF REPAIRS OR REPLACEMENTIS NECESSARY,IT SHALL BE PERFORMED FAIR IMMEDIATELY.THE SILTFENCE SHOULD BETRENCHED IN,BACK-ILLED,AND STAPLED 0 STAKED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS.MAINTENANCE INCLUDES THE REMOVING OF 8 WAY VILLAS BUI -LI SEDIMENT.WHEN TIE IIDIMEIIIAGCUMU�TES TO III OF THE HEIGHT OF THE PENCE,GO TRACTIIR.YIAIETIIRIMQVE,REIICE,RETR2NCI,ORRFIAOKFILLT�EIIICIIFITFAILI*IT �s PIA I BOOK 3Y,PA GES 22 22A KNOW WHAT'S BELOW WOU LD ALSO BE NEC ESSARY TO R EIN STALL I F ANY RD BACH OF TH E FENC ING WAS DAMAGED BY CON STRUCTION MACHINERY. 5 SEEDINGOR ESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DMAGED BY RUNOFF. ALWAYS CALL 811 )PITONS 61 MAX. BEFORE YOU DIG PRO RE RTY OW N ERIOPE[ON I OR 6 REMOVE ANY VISIBLE SEDIMENT FROM THE POND BOTTOM TO KEEP THE BASIN DESIGNED INFILTRATION PERFORMANCE. 112-MIN 0 1000 LITTLER 7. T E CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE,INCLUDING CONSTRUCTION ENTRANCES,IS SECURED FROMALLOWING DEBRIS TO LEA E THE SITE DUE TO OCD2'�,E FILTERFABRIC 2 LAYERS NON A VEN FILTER VP 0 F LIAIINQ-DOI-11 1811 C ONSTRU STICH ACTIVITY OR RAINFALL EVENTS.A WE EKLY LOG S HALL B E UPDATED AN D KEPT ON-SITE IN AC�CFQANIC E WITH THE N P DES PERMIT.BY BIDDING DOC UMENTS C ONTRACTOR 1(2',,1 10 (IN CONEORV�CEWFTH PAIRS TO BE SECURED OVER 5VUV0 VO PARKWAY AS NOWLEDGES HEISHE 13 AWARE OF NPOES GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL BSIFT.MIN. SEC.985 F.D.O.T.SPEC.) ENNRESASINOPEMNG 12*COMPA TED SIZE#1 ST014E CHESAPEAKE,VIRGINIA 2J320 AGENCIES DUE TO VIOLATIONS. G EXTILEFABRIC [At ............/' FOOT V\j ARAI� 19HOMAS - - - - - - - - - - - -- - - - - - -- - - - - -- - - - - - - - 13�'Ja ...,.--T I SITE DATA: 'p/ ..UCNS PARGELI.D.NO.: 016939"410 TD,Ul TOTAL SITEAREA: 0 F(1.86 ACRES) AN, S AREA: . . . . . . EXISTING PERVIOU 5 S.F.N.18ACRES��63.59% 300.00,(D) EXISTING IMPERVIOUS AREk 29,505 S.F.(0.53ACRES)-36.41% Cb d "NSB17'50"E(D) � 1�_ EX�STING BUILDING AR I S.F.IDO3 ACRES)-1.35% 299.BB'(F) X STING ASFHALTICONCRETE ':'9 5 E S,41 S.F.IS65 ACRES) 35.06% N8EVI9'5B"E(Co ----------- ------ ------ [;.7 .00(FDO 10 5 0 20 ----------------------TtAll D FC A FE OU F F E R 20 PROPOSE D P ERVICUS AR EA, 34A87 S.F.(0.79 AC RES) 42.56% FROPOSEDSTORMWATERPOND: X.AXA S.F.(X.XX ACRES) PROP OSED IMPERVIOUS AREA: �541 S.F.(1.07 ACRES)-57.44% FER NE PROPOSED DL ILOING AREA: 9,973 S.F.YU23 ACRES)-12.31% RIO' p ED OSEDASPHALTAREA: BB 320 S.F.�0.59 ACRES) 41.12% PROPOSED SIWDUMPSTER: 31248 S.F.(0.07 ACRES) 4.01% LEGEND: q PROFOSEDVUA: 35,,185 S.F. VALLEY CUTTER gorm"T'SUD, W* PROVIDED VUA GREEN SPACE: M99 S.F. 9.86% CURB PROPERTY UNE rICAl ORNNAGE EARE-T REQUIRED PARKING SPACES: 3 SPACES 11000 S.F. 30 SPACES ,�0141 Rol Name �.,o IC%"6 EXISTING TREE(REFER TO SURVE)) PRO IDED PARKING SPACES: 60 PRO DEDPARKINGRATIO' .01 SPACES/1000S.F. PROPOSED BUILDII�G 63 PRO ICED HANDICAP SPACES: p rOVIDED 51KE RACK SPACES: 3 9'Xla'(ADA:lZA 16) PROP 1EIA111111TRAIEMEN1 liph P ROFUSED HEAVY DUTY ASPHALT PAVEMENT CURRENTZONING: ACG COMMERCIAL BUILDING SETBACK$; PIRC-SEDI'DIDTASPHALI-B.-I INCH 0 FFEET SIDE T REAR: 10FEET LANDSCAPE BUFFER REQUIREMENTS: BZ4' PROPOSED CONCRETE PAVEMENT FRONT IADJACENT TO R.O.W,): 10 EET 5 5FE ENCLOSURE PROPOSED PER/IOUS PAVEMENT S�DE VVEST) BE PRQP.ABAMMP AFORDETAIGS) E REAR. 5 FEET (IN EX30 MAXIMUM BUILDING HEIGHT: 60 FEET CR 0)PER FOOT IF-SEDFARKIN.SFACRISUNT C� SO F PROPOSED LIGHT MILE PROPOSED BUILDING HEIGHT 28FEET OVERHANG B_D-C, (REFER TO PHOTOMETRIC FILVI) PROP.LITER RECEPTACLES PKMEN'BOR BE CURB N SOLIED TO SIDEWALK(SEE SITE NOTES: PROPOSED FOOL TYPE TOURS PECS.)SET CORNER OF PARDERLY RIW IND ,,,.:j tA-BT TAB �A FogL /q 1. A L DIMENSIONS SHOWN ARE AT FACE OF CURB,UNLESS OTHER"ISE NOTED.SIC INDICATES RECEPTACLETUFF CE Vgffff DIMENSION iSTOBACKOFCURB. (BY ROAD IA) 2v .1..v OF STOREFRONT&5 OFF 5 LLARD PLO B U SO I FOOT MAP wj� OORIAXII (i),973 SF) 2. ALL RA Cli DIMEN SIGNS ARE T TO PRO E OF C U R B U NLESS OTH E RVII SE NOTED. 3. ALLPAVEMENTMA KINGS AND 51GNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL611 PROP' U NIFORM TRAFFIC QQNTROL DEVIC ES FOR STREETS AN D HIGHWAY S,�LATEST E DITION:AN D SITE Al 0 UVA L COUN TY LAN D D EVE LOPMENT CODE. TI, FFE 16.00 N F BE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES,AND SHALL BE ----------------- CITyoF 4. PRORADA RE#169398 0070 S. THEPR PERTY SHOWN HEREON ARE CONMENRS TO L15E IN FLOOOZONE"W'ACGORDING TO THE RAMPAII FLOOD INSURANCE PANE MAP. ITY 12D077.PANEL NUMBER 0378,SUFFIX H, LARONG"") EFFECTIVE JUNE 3,2013,FOR THE CITY QFJACKSONVILLE,FLORIDA. PROP ADA I,_ P�E�N.SIGN 103 T gT (TYR) TYPE.1, ADA ACCESSIBILITY NOTES: 1. ALL MNOICAFFED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SIGN' SPA ES SHALL HAVE A MAXIMUM OF 2%SLOPE IN ALL DIRECTIONS(THIS INCLUDES RUNNING S LOPE AND CROSS SLOPE). 'R P 2. A ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALKTO THE BUILDING ENTRANCE C6 UST BE PROVIDED.THIS ACCESSIBLE ROUTE SHALL BEA MINIMUM OF 60 WIDE.THERUNNING S LOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5%AND THE GROSS SLOPE SHALL NOT R3, EKCEED2Y,. S. S LOPE$EXCEEDING 5%BUT LESS THAN 8%WILL REQUIRE A RAMP AND MUST CONFORM TO THE RE UIRCIAENTS FOR RAMP DESIGN CHANDRAILS,CURBS,!LANDINGS).NO RAMP SHALL EXCEED AN 8%RUNNING SLOPE OR 2%CROSS SLOPE. 4. IN THE CASE THA A NEW SIDEWALKWILL BE CONSTRUCTED IN THE RIGHT OF WAY OF A SITE THE "'R RE OF THE SIDEWALK SHALL NOT EXCEED 5%AND THE CROSS SLOPE SHALL NOT EXCEEDS "I SP TN 3 STANDARD APPLIES TO GROSS WALKS IN THE DRIVEWAY AS WELLAND LL REQUIRE OSSEO L ATTENTION DURING STAKING TO MAKE SURE THE 2%CROSS SLOPE IS MET IN THE OR WALK. REI 5. IT"ILLB THE RESPONSIBIL"(OF THE CEDER L CONTRACTOR TO ENSURE THAT THE HANDICAP -RIO' PARKING SPACES,ACCESSIBLE ROUTES,AND SIDEVVALKSIGROSSVVALKS ARE CONSTRUCTED TO MEETADA REQUIREMENTS. 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE METSHALL BE BROUGHTTO THE ENG NEER'S ATTENTION IMMEDIATELY.ANYTH NG NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPIHACEMENT OF THE NON COMPLIANTAREV,S AT THE GENERAL CONTRACTORS COST. �T GENERAL NOTES: LI. NO PI NGLE UA NE CLOSUR ES ON UNIVERSI TY BLVD.FROM 7 TO 9AM AND FROM 4 TO 6 PM.No _E SINGLEI-A E CLOSURES 01 ATLANTIC BLVD.FROM 7 T09AMAND FROM IIAM TO 8PM NA.D-0. ------------- TUF------------ SNEVER-1 2. ALL WORK PERFORMED WITHIN IN FLORIDA DEPARTMENT OF TRANSPORTATION R;GHT-OF-WAY -------------------- TNCSCKFE FER SH LL CONFORM TO THE MOST CURRENT EDITION OF THE FOLLOWING PUBLICATIONS:STANDARD SPECI[CATIONS FOR ROAD AND BRIDGE CONSTRUCTION(ENGLISH);FOOT STANDARDS INDEX -300.1 V(F) wpo- (ENOUGH);FDOTPIUANS PREPIMANUAL;FDOTFLEXIBLE PAVEMENTDESIGN MANUAL FOR NEW (BEARING BASIS) .30D.00'(D) CONSTRUCTION ADD PAVEMENT REHABILITATION S88-17'50"W(F)(D) S V 3. H OLD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF TRANSPORTATION STANDARDS THE ENGINEERI PERMNTEE SHA L IMMEDIATELY CONFER WITH THE CEPARTMENTS ENG NEER IN ORDER TO RESOLVE THE DISCRELANCY.IN NO CASEWILL - - - - - - - - - - - - - - - - - - - - - ANYTHING LESS TFAT THE DEPARTMENT'S MINIMUM STANDARD BE ALLOWED. 4+ ALL TRAFFIC STRIPING AND M/kRKINGS ARE TO BE LEED-FREE,NON-SOLVENT BASED CITYOFA -ANTIC BEA CIL RE#lrl69398 0070 THERMOPLASTIC. 6. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE'HYDRO-BLAS-r METHOD.IF - - - - - THIS PROCESS DAMAGE&SCARS PAVEMENT,THEFITHE PAVEMENT SHALL BE NOLLEDAND RESURFACED PER FDOT STANDARDS. 6 ALLCURBAND GUTTERAND SIDEWALKWLLBE REMOVEDAND REPLACED JOINTTO JOINT. RE 7. AL DISTURBED AREA WITH THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY WILL 250.00(p) RESTORED TO OR GINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED '45-E(P) 2 x Naa*36 49.85'(F) x X (BERMUDA IN RURAL,CENTIPEDE IN UTILITY STRIPS). 588-19,38"W(F) BURNING OF MATERIAL AND/OR DEBRIS IS FROHIBITED WITHIN FDOT RiGHT-CF-WAY. 9. A L NVAES MUST BE OPENED FOR TRAFFIC DURINGAN EVACUATION NOTICE OFA HURRICANE OR OTHER ATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OR THE EVACUATION 1�1--PBZ...-MM-TAND A OR EVENT. S...(PSU A LOT51 FAIRWAY VILLAS L1111 LOT52 PLATHOOK 39,PAGES zZ-22,1 I C! .......... 109911UO YOM UNHOMAS lG'PREFORMED EXPANSION JOINT FILLER,BITUMINOUS T)HE CURB A RAMP TO BE RUSH 1.6"MIN ON RA INS TH,VTARE PERPENDICUAIR VAIN THE CURB LIFE,THE LOCE MATCH EMITTING 112— Y THICK CONCRE F.3000 PSI MASPHILT PAVEMENT 2� 2.4'LINC PATTERN SHALL BE IN LINE"TIN THE DIRECTION OF TRAVEL.ON PAIRS IS DAYS. CONCRETE PUBIALN — 1w 12 INTERSECTING CURBS ON A RADIUS,THE SOME PATH DEN$HALL BE INLINE -n ED HIT THE DIRECTION OF TM\IEL TO THE E)oFENT PRACTICAL 5TYPICAL BE OF C El ED TABLE OARNING I RE E JOINT 191 THIN ,A' A SLOPE 118'-1 VUNI 0 11 ALK 4TO � 12-SUBGRADE(SEE NOTE 1) x 4'13.� OTHERAISE OTE Wx Mi R N EMAI SEE HOT.2 lo-�11H I SUBGRADE BELCAY SIDEWALK SHALI.BE COMPACTED TO 98A.OF SAX. IM THE TOP OTDTH OF THE DOLME SILALL BE A MINIMUM OF 50% _4 6 SEE I T I ED B1111 INTEGRAL GORE �YP Fall PROP.CURB(SEE DETAIQ 0 % EXISTING SIERTALKTO REMAIN 7 ____8 0 0 0 PROPOSED SIDEV\IALK SECTION A-A "D PREFORM D JOINT FILLER PER NOTES: SECTIONAA DENSITYPERAAS.H.T.O.TAO). 0 0 0 0 AND I klAX1.11111 OF 657.OF THE BASE DIAMETER. PLAN TYPEW JOI NT 2 HANDIVAI,FAMP To BE CONSTRUCTED IN ACCORDANCE loPT THE LATEST -4— TRUNCATED DOME ADAGUIDELINES. OSE-TOLGAZE SPAC114G SHALL BED BY MINIMUM BE7OEEEl COMES, TYPE B'JOJNTHNPi SHYPICIAL 3 FAM NIOTHS FCR CU�3 FAMP SAY BE REDUCED TO TMIN IN RESTRICTED CONPOITIONS OHEN AV�ROVED BY THE ENGINEER. FLAN VIEW 4 LMER LANDING NOT REQUIRED AT ORIVEMS.PARKING LOTS.OR OTHER AREAS WITH PAVEMEN F CROSS SLOPE LESS TI.J. AS, 7gNg&g&jkSEEN.TEl A SEE NOTE 2 ELEVATION 't MNIP AND SIDElY ALK CURB— Do,_0�_0 )TES: TABLE OF S11 EYVALIKJOINTS 2FTWITTIN FOOPPONS DETECTABLE WARNING LIEE DETAIL) 3 FT OTHER LOCATIONS SIOEAALK STALL BE 4-THICK aCEPT IN DRIVEWAYS 11HERE IT E THICKNEED SHALL BE 6'� TYPE ED ATION 1 1 WITHIN FDOTROAIS 1111 IIIELIIIIIIEIIALIIILLIEIIIIIAIIEITIII�,011114 11111TYIER-B.I.T.O.T-111.HZTHICKNE55) T.THERMSE SONCRETE STRENGTH SLATE BE MITI.TWO PSI @ 29 DAY& IN AT CONN ECTION BEIFAI i SIT IN ESY AND EN SHING 31 C EOALK 2 (SEE N07E 4) SIDEITANK REN10VAL&REPLACEMENTS TO CONSIST OF FULL FLAGS. TYPE B'JOINT RASP WIDTH(1111N.)[SEE NOTE 3) PROVIDE EXPANSION JOINT(TYPE A)AT C014NECTIONS BETRY EE14 FEW&No EXISTING SIDEVALK. 1. 5 FEET CENTER TO GET TER ON SIDEA'ALKS. AL SIDEWALK CURB PITTS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULI WOTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES(510�)FROPI ETHE BACK OF CURB WITHIN FDOT RQVfS AND 30 INCHES(610 E)FRUIT THE BACK OF CURB AT AUL OTHER LOCATIONS. �IDEWALK DETAILS ALE:NONE 2 ADA C_lUfRB RAMP DETAIL FDOT CR-G 3 ADA RAMP DETECTABLE WARNING DETAIL �0_ SCALE N�ONE SCALE:NONE PIT __l 11 YELLOW STDIPES IT I El, 8- 0 C. ON A 45,DE-E ANGLE 1�ID 2' S11-P. iZ VARIESTSEEPLAIJ) TROUT SIDE is, NO,I IFITEDDIING 1.1 !1, Dill. 7= E NO IREDNIGR /_2 R ASPHALTIC CONCRETE SURFACE 12'NO.6 ANCHOR ROOS CUFF + o�7\ v __ - ; I .1. 1. 7'IN GROUND I YOUT 31 MIN PLAN) CONCRETE-EEL STOP CORE iSEE DETAIL) R .1 -.. — I N,x 31 CLICONCRETE 'T Y, PAVEGENT(SEE DETAIL) /m ................. R� A -coo,st PIN. PERSpFUlvr v 7 W x xxx>/N\ SLAB V I Dd N T.S. y <\/< PLAN.- P.T S. 'V SIDEiIALK$HALL BE INSTALLED ON ENHANCED AALKWAYS SENJECT TO VEHICLE TRAFFIC. 13' N—_ NOTES: 1. WHEEL STOP FORM SIZES SAY VARY DEPENDING ON MINUFAINTRER, IlTlll�i�L&DR 2. IMHEET.SIDES SHAUL BE PAINTED BLUE AT HDCP SPACES,UNPAINTEDAT REGULAR SPACES. 4_5/1� G,G 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. S f 5 N 1,T,l BICYCLE 1111 11-AL-11"1 INVENTED ---- 'ONCRETE CURB (TYPEU)DETAIL INTE JRAL SIDEWALK DETAIL 'CONCRETE WFIEEL STOP STEEL PLO 'ANT LA N.JU.IF.Do bF ITT, 1:1 1 1 UF LAKIL .PUT JIUVE�HHMLNI R%(oLAiILNS. 6 x TO 3/4 TIE 31CYCLE BACK SFAll ED P.V Q CCA-ED, HElAs_PIPE NICK� LE:NONE SCALE:NONE 15ALE NONE S C F []'� `�I E�,f 3.T F BICYCLE RACK-LL B� IDENTIFIED WITH PAVEMENT N 7-11 OR SIOU7E 1,T -CK MAY BE ATTACHED ACCORDING TO EITHER 0 THE VETHDDS SH04N. _E p CONC.ROLNDTOP LAING TIO FIE"'617 NIT.ANUIH.R BID TS 1-1 RE CUT BE AID11117TAL CDNCRETE S!AS THICKNESS. OTHER ANC,LORING SYSTEMS PAY BE ]IISIDERE)Ul.. A T A PREVAL 1.1 ADVANCE WITTI T:iC CITY IM�-71CCTOR ir J,JRED BY 71E MIDUFICICR-"o. 4�THE STRIPING AND LETTERING SIP�N SHALL BE HICH VISIBILIT E LECTIVE Y I UN�R ELLU'd P,INI UR IHEPMULLASf C MEEMC,MI BPECIrICAII S FDONTE ERGAL%lANIZED 5 HE S CPJ SIT L:-BE PLACEC 5 FEET FRLM GREGIND AND PLACED C14 A STEEL PIPE DOLLARS A DST OR WALL-IF AVATLAR 7. FILLED WITH CONCRETE TAINT SAFETY RED BIKE RACK DETAIL SCALE:NONE No A- 0 M M! 7� Si 7 j7 _H P', rz�F_ �L R- m 4§1 0' R 1-i'lHOMAS — — - — - — WT 11/2.14 T — — — - — - — - F. 61� NBB'lll'55"E( d, l'NBB'17'5G"E(D) '�NS EBWET��, ---------- -------------------- 50.00'(FDOI ---- ----------------- --- 4 20 10 5 0 2 1 2D' %�AT R UNE Rly L 'y '51'.' 145.47' V Y MMR . �; (I— k,�. . - IND1% —T s W8 Ir—5ow C�_CE Po"" 21.57' LEGEND: CAL) 2\ SW 74TW SB'b' ' I RT Tj PROPERTY JINE 13' RY� (D) 11B'5.Ej RT RIV PROPOSED BUILD NO Rl' PROKSEDFDQTTYFEC'CURI3 PRQPCSED CENTERLINE 26.98, y y y PROPOSED STQRMWATER FCIJD RT w -6 R3'-' -J. NOTES: CE 1. NORTHINGAND EASTINGS ARE BASED UPON FLORIDA EASTSTATE PLANE. 2. THE CONTRACTOR$HALLVERIFYTHE NQRTHINGAND EA$FNG OFF OF A MOWN SURVEY US Ly&�I�E MONUMENT PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES.IF A CONFLICT ARISES Ri5'- F YF A� WHILE IN THE FIELD,THE CONTRACTOR SHALL NOT]BY THE ENGINEER OF RECORD IMMEDIATELY. (�T .123" pm �FDOT-A' CTON 7223D 3. BEARINGS ARE DERIVED ON TRUE NORTH CARDINAL DIRECTION.THE CONTRACTOR SILIALL BE RESFON ISLE FOR REQUIRED DECLINATION IF USING�CNETIC NORTH WHILE PROVIDING (9,973 SF) 4-m��-t SITE AREA=±1�bW FFE 16.00 CITYOF ATLAM CBEACIT 9- RE#16'91398 0070 R E CUR. wA (-ICAL) RY RY Ir 12, 2 16.72' X-51423712 FT BY RT -9,27, 2 9T 1,2510TWE 564-3414 NBS'17'50"E RIO, RX RX �T 2IB2 Y=� !2-\ L-z 17 -- ------------ ----------------- CA. 5-UN05CAPE BUFFER -- ---------- ------ -CE 30D.11'(F) (BEA ING BASIS) 300.OD'(D) B 5BEB17'50"W(F)(D) — — — — — — — — — — — — — — — — — — CITY Ol,'A TLAiYT[C BEA CH RE U1693Y8 0070 — — — — — — —- — — — — — — — — — — — — — '21�1 _, " ) NBB'36'45"E(P) SB"9'38"w(F) (no I�A-T-...F'�.-Qll 1. LOT51 LOT50 FAIL WAY VILLAS LOT52 PLA T BOO 139,PACES 22-22,1 r0q�O.M A�i ACe- T PAVING AND GRADING NOTES: I$ �141 F A. GENE L: 1. ALL E EVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR S BENCHMARKS AND MUST BE VERIFIED BY THE OF GENENAL CONTRACTOR FRICK TO BROUNDBREAK.ELEVATIONS ARE REFERRED TO THE NORTH AMERICAN e . . . . . . VERTICAL DATUM OF 1983 ktA.A.V.D.88). c, 1E,ur'F-Sr;�V,SL - - - - --- 2. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT,UNLESS OTHERWISE NOTED. __11,-_all.,SSW,FACE 1, TO' TOP OF CURB ELEVATION:BE"=BOTTOM OF CURB ELEVATION(EDGE OF PAVEMENT);MATCH" P OPOSED GRADE TO MATCH EXISTING GRADE;TfW=TOP OF RETAINING WALL ELEVATION;BSW BOTTOM OF D) a�7:50"E( 299.88'(F) RETAININGWALL ELEVATION. 300.00'(D) N 8 a B I I N 8 9 -E 't 3. T EALTAJACSM LAND TITLE SURV Y SHALL BE CONSICERED A FART OF THESE PLANS. Rd ------ X,-, 4. T E GEONECHNICAL REFORTAND RECOMMENDATIONS SET FORTH THEREIN AREA PART OF THE REQUIRED U -------------------- s CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY --------_ 20 10 5 0 A I NOTED OTHERWSEON THE PLAINS.THE CONTRACTOR SHALL NOTIFY I HE ENGINEER IN WRITING OF ANY SUCH 1-T-1 STRUCT. "i H, 0 SCREPANCY BETWEEN GEOTECHNJCAL REPORTAND PLAINS,ETC. 5. CRATE V=27 ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. R 6. ALL EXISTING PAVEMENT,CUTOR DAMAGED BY CONSTRUCTION,SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPEN 71- E�VEMENTIS TO BE CONNECTED TO EXISTING PAVEMENT,THE EXISTING EDGEOF SP 7. WHERE ANY P OPOSED PAVEMENT SHALL BE SAW CUT TO ENSURE A PROPER JOINT. LEGEND: P]OR TO THEIR CONSTRUCTION OR INSTALLATION,SHOP DRAWNGS SHALL BE SUBMITTED To AND APPROVED SNE YTHEENG NEER OF RECORD.ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IFREQUIRED. CV7TZ, F0 01111 PROPERTY LIFE B. MATERIALS EXISTING CATCH EACH I. BAS E DO UR BE SHALL B E ABC-3 P ER F.D.O.T.SPECIFICAN ON S.OR EQUIVALENT LIM BROCK TH ICKNESS W1 MIN. CATCH ASI EXISTIWSTQRMSENER LBR-ID.�MAX.6'LIFTS) GRATE 2. ASPHA III ASP ALTIC CONCRETE,UNLESS OTHERWISE SPECIFIED ON THE PLAINS, INV.EL wv�m EXISTING SPDT GRACE A D SHALL BEA MINIMUM OF 1-1/2'TH[C K.AND CONSTRUCTED IN TWO 314-LIFTS,VIATH TACKCOATBETWEEN LIFTS. PEOPLE D GRADE EUEVATBN 3. INFORGEDCON ISSUE BLASS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITHA MINIMUM STRENGTHOF 3.000 PSI AND SHALL BE REINFORCED WITH A S" 6'NO.0 CAUGEWIRE MESH. SF-SF- PROPOSED SILT FENCE 1, 113TAIITI 11 C��8 "o, IF PROP.-D FREE 1-11IST1.11 PENCE I. SUB RACE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 93%OF THE MAXIMUM DENSITY(�SHTO + T-150),TO AMIN.1Z'AND SHALL HAVE A MINIMUM LBR 40. 2. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BEA MINIMUM THICKNESS OF 5"PLACED III ONE LIFT.BASE I ,f PROPOSED RIDGE LINE COURSE MATERIAL SHAUL HAVE A MINIMUM MARSHALL STABILITY OF 1000,UNLESS OTHERWISE INDICATED(OR PRCFOOED DRAINAGE FLO�V ARSON LBR 100). ABE COURSE SHAUL BE COMPACTED 10 93%OF THE MAXIMUM DENSITYAS PER AASHTO T-180. PROPOSED STORM Sb ER NSTA LATION OF THEWEARING SURFACE SHALL CONFORM FO THE REQUIR VENTS OF THE D.O.T.STANDARD SPECIFICATICN3 FOR TYPE S-IJI ASPHALTIC CONCRETE OR FHE LATEST REVISION. 4� PROPOSES EDGE DRA IN UAL ERAL 0. TESTING: 1. T E FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE ++ (SEE DETAIL LAID SHEET) PROPOSEDASP LTPAVEMENT T AN 114'FROM THE TEMPLATE.ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. a 2+ DENSITY TESTS SHALL BETAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF I FLOR DA,�ERE DIRECTED BY THE ENGINEER. I �f�. , F ALL TESTING COSTS(PAVING)SHALL BE PAID FOR BY THE CONTRACTOR. T PROPOSED HEAVY DUTYASPHOLT PAVEMENT 4. C NSIFY TESTS ON THE STABILIZE SUBGRADE SHALL BE SUPPLIED TO TH E ENGINEER OF RECORD AND (SEE DETAILTHIS ENSFTY TESTS AND'AS-BUUTS�ON HE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, OF CRT' 5 EoTEGHNICAL ENGINEER,AND APPROVED BEFOREANY BASE IS CONSTRUCTED. AM) (" A) AND APPROVED BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. IDUT A.'Al ce,ue,e I PROPOSED FoorASPHALT PAVEMENT (9 973 S �SEE DETAIL THIS SHEET A TORM DRA1NIAGE NOTE,S: SITE AREA PROPOSED CONCRETE FAVEM JT (SEE ARCHITECTURAL PLANS FOR DETAIL) A. GENERAL: T. FFE 16.. cifyoF ATLANTICBEAC11 PROPOSED PERVIOUS PAVEMENT I. 01 STAN CES AN D L EVENTS OF P IF E LGIAN ON PLAN S ARE R BE ERENC ED TO THE CENTER OF STRUCTURES. #169398 0070 B. MATERIALS:. NUET TOP SO I.J. ALTERNAT VEFIFE MATERIALS MAY BE USEDAS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS IN,UN, ,z RE 0 TSIDE THE LIMITS OF THE ROADWAY V.INXC I 4� FEMA MAP INFORMATION: 1.2. FIN L APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY THE ENGINEER OF RECORD PRIOR TO THE CONTRACTOR PURCHASING MATERLA FORINSTALIURTION. 2. RE NFORCED CONCRETE PIPE URCP)SHV,U_MEET THE REQUIREMENTS OF ASTM C-76,CLASS III,WALL THICKNESS THE PROPERTY S OWN HEREON APPEARS TO LIE IN FLOOD ZONE'A' A CORDING TO THE FLOOD INSURANCE RATE M P.COMMLNITY 5'.LATEST REVISION.RUBBER CASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 401d. TO MBER 120075,PANEL NU14SER 0406,SUFFIX H,EFFECTIVE JUNE 3. 3. ALL END RAINAGE FIREARM FMINGS SH LL BE NON-PRESSURE POLYVINYL CHLORIDE UPVC)PIPE CONFORMING TOASTMD3 34,SUN 35,WITH PUSH-ON RUBBER ASKET JOINT$.CONTECH A-2000 PVC 4 ALL HIGH DENSITY POLYETHYLENE PIPE AND F17JNGS SHALL MEET THE REQUIREMENTS OF AASHUTO A-294 LATEST REVISIONS.ALL PIPING TO BE NON-PERFORATEU TUBING.ADS N-12 HDPE,ADS FI-12 HC HOPE,RANCOR SURE-LOK DATUM NOTE: 5. ANT HOPE. j',Lp�i � -I �i q )[. : - PROPOSED'CURB INLET'STRUCTURES SHALL BE STANDARD FOOT TYPE 9'GURB INLET TOPS,PER POOL INDEX CONTROLBENCHNARK, #14. 6. RE POSED'GRATE INLETS"SHALL BE STANDARD PROT TYPE QDITCH BOTTOM INLETS,FER COST INDEX#232. I pa 4�1 ELEVATI NS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC 7. PROPOSED CONTROL STRUCTURES SHALL BE STANDARD FDOT TYPE VDITCH BOTTOM INLETS,PER FOOT INDEX SO VEY MONUMENT POINT IDENTIFIER DL5741 LOCATED 2.25 MILES #232,CONTROL STRUCTURES SHALL HAVE SKIMMERS ATTACHED ON ALL FOUR SIDES OF STRUCTURE AND BE NO TH OF THE INTERSECTION OF MAYPORT ROAD AND STATE HIGHWAY INSTALLED PER FOOT INDFX#2,H. 10.FURTHER INFORMATION ON THIS BENCHMARK CAN BE FOUND AT S. PROPOSED BUBBLER STRUCTURES SHALL BE STANDARD FDOT TYPEG'DITCH BOTTOM INLETS,PER FOOT INDEX HTTP 1AVANV.NGS.NOAA.GOV. #232. ELEVATION:13.5Z(NORTHAMERWAN VERTICAL DATUM 196C) I F i�,, C. INSTALLATION; 1. PIPESHALLBE PLACED ON A MINIMUM OF 6 INCHES STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND 4. TBPA#H 15, STATION IS A NAIL AND CISK STAMFED EBI LB-7652 LOCATED ON THE OTHER FOREIGN FORMATIONS,AND CONSTRUC AED TO A UNIFORM GRADE AND LINE. '0 IS A'STICRI19 C', F�AiT�CF�B.AZ,N REP TYPE" '50, NORTHWESTCURNER OF THE C014CRETE VAULT SOUTH OFTHE ATCH BASIt DRIVEWAY TO THE IFFY OF ATUAI XIMATELY 2. BAD FILL MATERALSHA[.L SEWELL G DED GRANULAR MATERIAL,WELL TAMPED IN LAYERS NOT TO EXCEED 6 -OF-� I US FIRS TO A HEIGHT OF 12 1 TIC HES ABOVE PI RE AS SHOWN ON TH E PLANS. 59 EAST OF THE EAST RIGHT PROVIDE A MINIMUM PROTECTIVE COVER OF 15 INCHES OVER STORM SEWER AND AVOID UNNECESSARY CROSSING EILEVATION:13.52!(NORM AMERICAN VERTICAL DATUM 1988) BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. T M,t2 VUE TATIO IS A NAIL AND DISK STAMPED EB[LB-7652 LOCATED ON THE TOP F HE CURB INLET ON THE CAST SIDE OF MAYPORT ROAD,IN FRONT OF �1 LL 2321 MAYPORT ROAD(THE PROPERT-Y DESCRIBED HEREON). UIORTH AMERICAN VERTICAL DATUM 1983) 2" 1 4& I FL ELEVATION 14.� 3'THPESP12S //-AIIIILTII CONCRETE III CE + 5'4.000 PSI PORTLAND CEMENT CONC�ETE + W1 FIBER REINFORCEMENT w 01 J, Sy wl. 10� 41 FD OT NOTE: ALL CONCRETE WITHIN THE DEPARTME14TS UCC�-X FIGE 1f, __j -OF-WAY SHALL NOT INCLUDE FIBER MESH. - i I J , , FIGHT ------ 5 HMEFOCKBA5ECOURZE --- ------------ 'F N.LSR 100)NDR6 MAX.DENSIT Era ILL=1 S ------------- -S (GIN LBR (BEARING BASIS) 300+00'(D) US_ 4�' S8B'17'5O"W(F)(D) pc__O�� -0 A- 12'STARRLOOD SUB U 8S.MAX.DENSITY 0<0<0<0� 1+ -He ON N/Xl/� 14, [< CITY GINFAI'LAiVTIC BEACII 'J, 41 RE 9169398 0070 L '021"Y CONCRETE PAVEMENT DETAIL FDOT ASPHALT PAVEMENT DETAIL NOTTOSCALE NOTTOSCALE TOP _I,VV PIS-111AIIHAIT11 TLYPE S III ASPHALTIC 12540 1:1(lp))ell "p N /-11N RETESURFACEIN 6 'E(P) CCIACRETESURFACE Gy (2)1'LIFTS N 8*36'45 N.ON Of FARWAY S 6 CRUSHED CONC SHE BASE PILAT BOCK 39.PAGf M AND 22A 8'CRUSTED ONCRETE BASE COURSE(MIN.M. COURSE(MIN,LBR ION LOT51 IR, '52 tur50 FSTABILIZED SUB BASE(MIN LBR 4Q A STABILIZED SUB BASE (tIINLBR U) UNV.EL;10.3W -AT B6 9K39,PAGES 22-22A N It S INV. W.INI NAOCS I 6�11 1, W* L ASPHALT PAVEMENT DETAIL HEAVY DUTY ASPHALT PAVEMENT DETAIL NOT TO SCALE NOT TO SCALE AQPAS' S FHOMA L Sw PiL UNIVERJ FY BLVD CZ 1 51 6 4.7' PIT. S.R.109 I.B. 61 PROP05ED DRIVEWAY PRO 05-D TYPE Y EXISIRING GRADE CURB SEE DETAIL PROPOSED TYPE D' CROSSWAI F PROPOSED PERVIOUS F�VEI�'.EANJT-\ CURB SEE DETAIL 11 99 12,07 BE"T L 11.99 EASHNG GRACE 11.97 PROPOSED ASPHP LT PAVEMENT 2%, 1157 11,47 11.35 11.49 2% LIEEDETA�JL E)Q5NNG GRACE S <-71 > P SPOPOSE ASPHALTPAVEMENr 1% E W-1 W®RK, 4%- DETAIVL 05� 2 TSP)Al- X/\� /\�R/0 -N;/\\>x0 x\ > X— \y/ RX v,\�>\ x>x� >x x I�X R/ /XA PROP.CUR3 OMACH is'. /x G—EATSAA—u- x A X X/ PROP.OR PCURG WSTORNI SECTIONA-A NOT TO SCALE SEGFION C-C SECTION B-B NOT TO SCALE NOT TO SCALE PiL T �M\EG v PIN. 2'KBI FLEX- RD f 2' OPT GOAL KBI LOOP IEUT ' I FROP03ED TYPE'D- CARRIER 127 DEEP,TYP. CURB SEE DETAIL PROPOSED ASPHALT PAVEMENT SEE I __TAIL Vlll,,IIITII 1ODO NAL 2 1075 kl'�COARSE4GREGATE�(57�TON DEPIT"HASREQUIRBD FILTER FABRIC W�COMPACTION PER ASILTO T-18 BASED UPON USAGE 12 AND STORAGE DRY PC B TO, l`Dlll E REQUIREMENTS x X\ R�l FtFDOT x\ I Coi Dl"ll O'STABILIZE BASE(MNLBR P 8 ENSITY Z�k /5 6.2 1 A), NOTE FILL R FABRIC MUST HAVE PERMEABILITY GREATER THENTHESCILBELON KBI FLEXI-PAVE PERVIOUS PAVEMENT DETAIL PRCPOSED18PSTORMIJ NOT TO SCALE SECTION D-D NOTTOSCALE �INGAND COVER, N G .4200( 00 'PROVED COCA I GROU GRADE (4)COURSESYMIJUM ER CK TO SE RED ROMAN W/NO HOLES PLAN D' TO ES FOR PIPING SHALL EG CARGERTHAN PIPE ADDITIONAL REINFORCING ARS PLAN VIEW C.D.AND SHALL BE CAST SIZEW AT TIME OF FABRICATION. PLAT S7M�D COKSTIED UNDER BASE STEEL SECTION A-A SECTM A-A �YPE B. �1� D' TYPE .11. CM T-P 14 4'-0'0 1. 1. 4 @ 12�C.C.E.W. 0 4@12-C.C.E,W. 61-V 0 hl-4 ��O 8' C-V 0 4@6"C.C.E.W. 1-5 B" 5 @ 12"C.C.E.W. E�5@12-C.C.E.W. T4"0 M-5 51-01-0 1. C 410 SE 5@8-C.C.E.W. 1-6 "Fo 5@12'C.C:EW. 5@6-C.C.E.W. 1. 7 4'0 1-7 71-D,0 1. 1. 5 @ 12'C,C.E.W. 5@5'C.C.E.W. 9W 0 M-7 T-W 0 8" 8 4'0 5@6'C.C.E.Vi. FRONT VIEW SIDE VIEW -TWVY M�l—4 ,1 Pa 81-0"0 10L To- MkS "-0 10, 9blo 5@6-C.C.E.W. -- el2'C,C,VERT MODIFIED TYPE "C" OUTFALL TCAST CIRCULAR DRAINAGE MANHOLE T CONCRETE-TOP Sli,)LB FOR DMINAGE MANHOLES CONTROL STRUCTURE CS-1 NONE 2 PRECAS SCALE:NONE 5 R-F, 10-m0MAS 'z-'l IAI l��i S NITA Af 'RYSEWERNOTES: qp/nm A. GENERAL: !IX 1. DISTANCE AND LENGTH SHOWN ON PLANS AND PROFILE DRAWINGS ARE TOP'F REFERENCED TO THE CSNTER OF STRUCTURES. 2.PRIORTO COMMENCING CONSTRUCT ON,GONTRACTORTO TELEVISE E ISTING SANITARY SEWER LINE FROI�CA POINT OF CONNECTION THROUGH 300.00'(D) '50"E(D ' —1 "N88.1 7. '00 04.4� THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE.ADDITIONALLY,PRIOR N BEFi 9 17.7 58"E((C TO GO M PL ETION OF C ON STRUCT 10 N.C ONTRACTO R SHALL TEL EVI S E TILL IE EVVL INS LLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS 5O.00'PDO1 41 WITH11Y4 LINTEA 20 IM E. MATERIALS: A— 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL 1 29 I L CH LO R I BE(PVC)PIP E CONFOR M I NG TO AST M D 3034,S DR 26,WITH PUSH-014 RUBBER GASKET JOINTS. -SA- 2.ALL FITTINGS AND ACCESSORIES SHALL BE S MANUFACTURED OR V LEGEND: SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. W vri" .-A.-T PRCPERTYLINE 3.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. T,ufpvcwl� DRON)SEDUENIQUT EXISTINGSTORT1 SE��ER END ut IS SAT ITTRY SE�NER C. INSTALLATION: 1. PIPEANDFITTINGS STING FORCE TRAIN D.ISTIN.ATE1 Ill S VVER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, > AND THE UNI-BELL P LASTICS PIPE ASSOCIATION'S RECOMMENDED EXISTING OVEFSSV,I)ELECTRIC PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE'. —I—'— PRQPCSEDWTITARYSEAPR b. BEDDING AND INITIAL BACKF ILL(12 INCHES)OVER SEWER MAINS AND V�11— FROPOSEDVATEDMAIN SERVICES SHAL BE SAND WITH NO ROCK LARGER THAN 1"IN PEA DIAMETER. ROCK OR 314"WASHED ROCK WILL BE USED IN WATER PROPOSED ELECTRIC CONDLIT OR WHER E U NSU I TAB LE B E DDI NO EX I STS.ALL OTH ER F I ILL S HALL NOT E—E— HAVE ROCK LARGER THAN 6"IN DIAMETER. —T—T— PROPOSED TELEPHONE SMITAKY 2.CLFANOUTS COITNECT, PROPOSED STORM SDI ER Ezl�' C LEANOUT S S HALL 8 B SET PLUM B TO Ll N E AN D GRAD E ON F I R 10 C LEA N REFERTOPLUST!, BGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. pLVsT RCOIIT,) PROPOSED UTILITY CROSSING SU F6 1Ow PROPOSED LIGHT POLE EC"MIN b. ALL OPE N I NOS A N D JOT PH 3 SHALL B E S EA LED WAT E R-H GHT. (REFER IOPHGTOMETRIGPL�N) <%IRE ,�FER 3.SERVICE SS PIT OF MINIMUM SLOPE OFALLSERVICE LINES SHALL BE 1.00%; yN.I.R5 E� 11 T111 :IT�'F b. EACH BE VICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH DU�C& OT MAP -30 Ox)) (9,973 SF ih -T-ALS "Y ELECT!w SITE AREA=±1� 185FVP,CSAA. 1 0. CONNECTION OF SERVICESTO BUILDINGS PLUMBING SHALL 13E FFE 16.00 EDOMIKTICIN gimm"IN COORDINATED WITH THE ARCHITECTURAL DRAVYINGS. TO ELEC. OiT) D. TESTING: CYTYoF 'ATLAiVTfCBEAC1I RE H769398 0070 1. AFTER CONSTRUCTION OF THE SEWER SYSTEM,THE ENGINEER N AY (,R FER TO REQUIRE A VISUAL INFILTRATION ANDIOR EXFNTRATION TEST TO BE s TOR c PERFORMED ON TH E ENTIRE SYSTEM OR ANY PART THEREOF. 2.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXHILTRATIGN TEST, UPON APPROVAL OF THE ENGINEER. j 3.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER gi D PER INCH DIAMETER PER MILE INA TWO HOUR TEST PERIOD FOR ANY SAY ECTION TESTED.NO VISIBLE LEAKAGE SHALL BE ALLOWED. 4.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. �D U El-IT] WATER DISTRIBUTION NOTES: 4- 1. CONTRACTOR BHA L FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDEFLAND HAVE UTILITY PROVIDER'S MANUAL C)N-SITEATALL TIMES.THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONS RUCT ON DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, _E INSTATLATIOIN METHODS,INSPECTION NOTIFICATION AND F: T S_B L I A LTIPROJECT CLOSEOUT REQUIREMENTS. 2. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEETTHE REQUIREMENTS OFAASHTO M-294 LATEST REVISIONTS.AULPIPINGTOBE NON-PERFORATED TUBING. T ITN�DO M V.E� 12.96' _yv SANITARY DEMOLITION SEQUENCINGINOTE: :�3 2� L: UO),1 1. CONTRACTOR TO UTILIZE METHODS TO PROVIDE ON NTERRUPTED SEWER SERVICE DURING CONSTRUCTION.THE PROPOSED MANHOLESAND GRAVITY MAIN SHALL BE INSTALLED,TESTED& -F S, 300.11'(F) Ea——ITA 30D.00'(D) CERTIFIED PRIOR TO ANY ABANDONMENT& (BEARING BASIS) REMOVAL OF THE EXISTING SANITARY SYSTEM. y-E SBS'I7'50"W(F)(D) OA_p—LE r ..MENT smimy UNDERGROUND UTILITY NOTE: CITY OFAILANTIC REACH RE N169398 0070 ---- --- ANY EXISTING UNDERGROUND UTILITY FOUND IN GOODCONDITION SHALL IT x EMAIN IN PLACE. MAI .1 TOP EL:12.72' VAL o 00'(P) ------ '45"E(p) 9'135!(FL N88 X X a,19,38"W(F) ME I. 0' PLAT 0— 11 �2A LlIT51 Li9151 LOT52 I 4IRfJ`A Y VILLAS 'LA I 90K 39,PA GES 22-22A 0 WHO/,,, .64 YOM HOMAS norn KNo 77VIIATS BEL07W NGLE WATER SERVICE GANG—WATER SERVICES GANG ATER SERVICES IT 71N, R4 �1�I-U IAIT 11–�l IU� 11 El,%%l 111Ull FIN L,�f".Owl", E 1� ,i U . v 4 ITT�l l2'l'T`T"" C4; _U` 14 1 Jlj ILI 11,1, U_ E�IA I.T, i---Tii,, .11LYT. =`I`�T_ I DOUBLE I WATER 3 ERVICE UNE -E ITEI 11 El I I T. POLYMER TOP MPTAL TOP ...... I R, A ................ ........ U SIDE PROFILE WHERE RECLAIMED WATER IS AVAILABLE TOP VIEW CROSS CONNECTION CONTROL DEVICE .. ......... ..... I—11YE T.11- ...................... -'U, Ell'�l .......... POLYMER BOX ......... END PROFILE WATER SERVICE DETAIL-2"AND SMA_LER METER "NUARYSill A=-Y=�2 �ER SERVICE INSTALLATIONS ARY 2013 2"AND SMALLER METER WATER ME FER BOX&COVER FOR WATER METER BOX POLYMER CONCRETE COVER HEAVY DUTY RATING 1-1/2"AND 2"METERS MODEL No.65-TWO HOLE FLATE JANUARY V)13 'ITS.1A IIE TE Ell�_ -11-Al I— _1;qlllLl E.11.E R. -E.1 UTIUY WE IS TA-L SEND F VIEW NP11il �PICAL PROFILE TYPICAL PROITL 'T._5 IECTIGN -RS DEAD END WATER SYSTEM VALVE BOX COVER MINIMUM NOR17ONTAL$EPA UkTION REQUIREMENTS TYPICAL TRENCH ET_-3 W=1"=3— JANUARY 2013 PLATE.1S UPPER BEND REDUCER MECHANICAL JOINT SLEEVES Ill IE-1 A �E "U" LOVVER SEND ...... Ull--U VERTICAL OFFSET PR.FILE DEAD-END THRUSTC01 I SECTIONVIEW �T, OPEN CUT TRENCH FOR PRESSURE PIPE IF U--I'll�_l IANIAR 1-1 INlE�R.AU Fj.1-1 ___PLATE_1�42A r MINIMUM VERTICAL SEPARATION REQUIREMENTS V.1_7E FIRE HYDRANT LATERAL MINIMUM SEPARATION REQUIREMEN rS FOR WATER MAINS INUARY 2013 MECHANICAL RESTRAINT DETAILS-11 MECHANICAL RESTRAINT DETAILS-I PLAT-1. NUARY,DO Pl. FEMPORARY SAMPLE TAP JANUARY 2013 -E A-" 2_2 A A� T—T UiEii IL— ................ T A A A A IA �L�-1----`-� �,__-T:,�F z, 2 VR, 2-121 �T A- A ...........�Y ...... PV PIPE RESTRAINT JOINT SCHEDULE qOTES ON UTILITY SEPARATION REQUIREMENTS TR.11A �UAFY 2" PI-ATE-1 FHRUST BLOCK SIZE CHART JANUARY 2013 PLATE 111. ff flH 0 M AS d it ,V, . . . . . . . . . . . . . . . . . . .NO EL:".I' IT WHITE //—�TC FAR 90 �'N 8 d� N88'19'58"E(CW PO.00(FDO STOP BAR DETAIL N.p�.l 1�11DEX#17346 i 20 10 5 0 20 NOTT—E PROP,RHI 3V'36"SIOP llG4 (SEEDETAILTH x _a,�HZEW�TZN UNE ACIP PRO LEGEND: —1 ITTRR 1` ". RED BACKGROUND IR3 �Tl DRINA.PAIP.— PROPERTY UTIE PRUOSEDRIALUING NO PROPOSED ASPITALT FAA EMENT PROKSED HEAVY DUTY ASPITALT PAVEMENT PROPOS IS I OCT ASI-Ll-E.EIIT ATIFTE LETTERS PROPOSED CONCRETE FAVEMENF PROPOSED PERVIOUS PAVEMENT 36"X36"STOP SIGN DETAIL(Rl-1) NOTTOSCPLE ODINCRO110-1-1-1-111 PRIPOSEDSIGN j-,WHITE DE M RE—K PROPOSED PAVEMENT M�MIRG 18, PROP THERMOPLASTIC PEDESTRIAN. UY R/�L 'Y-. D CROSSWALK Au) goo L&23 SIGINAGE NOTES: FTP26PERFDOT D 1D.T INDEX NO.11155(4.6.4) (9,973 SF) 1. AL 1AVEMENT MARKINGS AND SIGNAGE SHALL BE IN 'SITE AREA=±1 ACC,DRDANCEMTHTHE'MANUAL'ONUNIFORNIT AFFICCONTROL DEV C ES FOR STREETS AND HIGHWAYS,"LATEST EDITION;AND FIFE 16.00 LOCAL LAND DEVELOPMENT CODE. CITYOF ATLANTICBEACII 2. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL gri PURPOSES,AND SLALL BE PERMITTED SEPARATELY. EMENT�MIG� PROP OA PAV 9 RP M 06 RE 9169393 0070 CONTRACTOR 0 COORDINATE WITH SIGN VENDOR FOR &STRIPING PER FOOT INDEX 1113" HAN INDEX NO.17 55 PER ITTED LOCATION AND,SIZE. BO —PROP PYLON SIGN 10 @ G s bl� PROP.RH1 36�DV STOP SI�N- (S�E DFTAILTHIS SHEET) (D IPD AMETER GALVANIZED PROP.6'.WHITE AuEss ELBE- STEEL PIPE DOLLARD 41 OR A LINE PER FOOT INDEX 1IMS 5 S I(SEE GET ijii TOP TA o -0 _WBLEYELKqW RNISHED GRADE NOTES 1. RANDICAFPED SIGN WILL BE OF A D.O.T.(BLUE)COLOR PA EMENT BORDER LINES(ONE ON EACH SIDE)OF THE HAV ICAPPED SPAQEWLL BE ORA BLUE COLOR OFA U LITY EQUIVALENT TO SUPER STRIPE TRAFFIC PAINT SOLD BY FOX VALLEY SYSTEMS INC.OF CARY ILLINOIS, P HONE 110-323A77O SHALL BE STRIPED ON THE WEA ING SURFACE OF EACH SPACE DESIGNED FOR THE HANDICAPPED SPACE. ACCESSIBLE PARKING SIGN DETAIL NOT TO SOILS V(F) (BEARING BASIS) 300.00'(0) SEW17'50"W(F)(D) TRUNCATED COMES ACCESSIBLE--- PARKING SIGN (SEE DETAIL SHEET 0-7) SIDEWALK(SEE DETAIL) �SEE DETAIL) — — — — — — — — — — — — — — CITY OFATLANTIC BEACH RE#169398 0070 M NONADAP RKINGSPAGE. SEEPI-ANS FOR SIZE 250.00'(P) X k N'6'36'45"E(p) 249.85'(F) 4 X 9 12 MIN. 51 N=D PAVEMENT LOGO PER FDOT INDEX MOD(— NO,17346.SIZNE3I%lIl II-Ar BOOK 39.PAGO3 NO MA HEIGHTA D�N Z LUE LOT51 LOT50 WHITE LOT52 FAIR IVA Y VILLAS WHITE PER F ACCESSIBLE PARNNG SPACES AND TOOT PLA I BOOK 3 9,PA GES 22-22j ACCESSAISL$SHALL BE LEVEL V14TH INDEX NO.1 346 SU FACE SLOPES NOT EXCEEDING 1.50�2%)INALL DIRECTIONS(4.5, BLUE STRIPES PER(4.6.4) 3) -AND I OR P16.1955](4x.) ADA PARKING SPACE DETAIL (4-6.3) FLORIDA ACCESSELD) 1316.19551 FLORIDA STATUE� lAl cz YLW179 5-flHOMN!_� 1/\l OKA . . . . . .. .. . . . . . f Table 11 — — — — — — — — — — — — — Toper Length-Shoulder offset I, spl,d I 5p,,iB-T,,,S,,,t SO, d c,isti,g ba,-,, VROAO E-iL", "I elmd III I, T_ 25 IS 1 4' 1 1 1 1—he slEd If I—s!he, WO 711-- 1. T-IN ! N.E. ` ' I 1U IB H U 11L� \ R1 t:S 2 , S T, 35 CS S2 IR IR:-I Table I Device spacin mI.Cislell.Set—C I—fftJ 1 12d Ill I'D B SO 1. ;67 S,heed -I,IT 55 t47 163 220 DISTANCE BETWEEN 51 -,he,'LlIels 60 ISB Be _4 1F.d 1h,III) T—r I 1-Bel "1 211 20 R1 ED A It 21 15 SO 21 7B HII 233 260 GENERAL NOTES 50 111 1,plIlIll 1 500 t a 1 10 z, So SO too ih I- Is ABAD WORK All—111h 1.It III-;k eMith --ohil,�,,d 1sksLL,,the I-l, It— I,H 's"I's,,het—er 1Nlk lhills, the Ill— 1,,1, ,y...b- w�Width If iltIL 1h.1js,Ill fletj�t l-H.,�dl Le ih -il Ne. HIhOl-sl-d I,'he hl'L ,,-,,,GENERAL NOTES DURATION NOTES —P,,tId-d li-I 1. is"'W-1 Iech,, ,the th...Bitffh,I—It he,,resr 1,IrV,,-1"O—VOl,d"ilssbe 't.11.1'he ItI., ,rled sr,: 3.Thi,,i,d,' 1,,Opplie,hh- k is b,!,g ped—ed I,,-Itil,,h, ,dl,id,d SYMBOLS "'c"dull s,d le-ihOlo,III—e—I..Its—,s1sa 11l,k s,e So .1 1011. 'id,d—,F—ER sij�I-I be 1—t-ild ill 00 11OR-1 8",1— "Ill ArI. il., -1 b�p-Ol-d IT the If ehi-Iy I,d,ps,tl,.Ill, I Vss,o,I Ir Ill- I'llslih, 1.This WO,,slsI-1,,Is ih the ishm.1 s, �;,hi I ,s" e,-h-I—'I ,,1.1 I's-�elh I,, E,e Fla,Id InTe B LISIt Pl-11—il thhdil-behild lelb shd C.L211 1-1 l,I i,--d—,th 2.this—pl—spphll illf—d ih the thsh 2 b,R ,hd I.In, 1—lhs�l 11 flel.lh�l"I IF 1-1-y. SKMBOLS 1-1 the li,yhm IhS.,erk I,ss,s-lit-I 1-1; 1,b�ihg peffl—s'I,I "di,itRd...d,,y the T- I =,"t—,ih�,e ('I'hIl")'hKI, CONDITIONS ll", de,:Cl 11011�� f—d i,e,d,h hh all,s,p1H,bN,III HO fti A Bh,h -ilhi- h.,�nil—,1k.1-1 Ih l—,1h.SIR. CONDITIONS Id,ht,fi,1fll,I+DIUth�I,—1f;I k 11—Al il-I.L, hh- illB IVIENE—1—CL2, I WIllti.OF T-G, WGRIRRI OR 1-1 1 11VITIE1 7. 1 TOZ hd—til-hh`:i1-1 1 1—,, SIB. 1.1HOILDER WBRK sBh ,ey Le zt th LI the LVCRRIR sigh. W ERE ANY VEHICLE,EOUIPMENT, EN ROACH THE AREA CLOSER THAN WORKERS AND THEIR ACTIVITIES 15- BUT NOT CLOSER.THAN 2- TO ARE LE111.All E11-11 SAIRLIR, S 6.Lh,h s side-d ill a,the h;gh,l,y.,fhi,[he TIC Iddili—I TIC THE E-E or TIAIEI—1. 140 F THAN,BEHIND THE CURB, ds,ic,s s1,11 he Ie-ih O-,jL,h,il 11he, ic,bf,ICZ OR LY ON Molic FROM THE E-E OF TRAVEL WAY, 7.F, ICZ dd,ti—I tell,1,,I.d,.le.ILI. No 07101107 No. X. FDOT M4 LtH, JSI�JDESIRIITI, . - — IGN MULTILANE WORK OUTSIDE SHOULDER No. MULTILANE, WORK ON SHOULDER )7101 521 ]oil DESIGN S ANDARDS 612 1 of I FDOT 2014 0 DES STANDARDS Table 11 ca Buffer Spa and Tape,Length NVIUS303d NIVAISSM9 q in Bill 21 ill FEDESTRIANI s so I'S CROSSWALK 15 SO —,,5 b-11 —7i�ij —,ED 'A Le I IS' : .1 I It C R 1,-11 —1,It te. Hol"D UORK Rh, OR IHEID 5'scilq-Th" IDE111-1— See,ILL,I See,r,s 61a I - I all," it, 1 R /RIGHT LANE\ �j CROSSHERE OR OR B �LEB Table I I)evlce Spacinq T-I...y C,I....fk R-kitl at....I.B I I..I....I..I... lhe 1, ,,,,Iric....Oel,1 117, Is sele,,th'hh'XI ie—1, 11—IRCIESED ON 1. r Bm-des I,vlIl .1'1,1—111h OR it. OR ON DISTANCE BETWE I--IT ar— UeE.THEIEGE CN SIGNS GENERAL NOTES 1 1, ir—ail,s Ille,It,-IZ,I,e 1 PEDESTRIAN 1.L-k —0— h,li le lOmId I .Ir.ffl,I—L-m,the,djIcs.I—I—.ffi, CROSMALK I B I C I I 40-h 2.Oh,ided h;qh.sys h, Lq.s I sh,th,I,. "I Width I. It PEDESTRIA -BLOCK SIDEWALK CLOSURE I a 1 1. 1 — 1 M MID-BLOCK SIDEWALK MID 1,WI�Lis F---d th the.,H,,i-Ih�sd high.,y,.th,th—eliilg dl,ill p1l.i1;,.,d I""'y's, f�,hp CROSSWALK I CLOSURE WITH TEMPORARY WALKWAY "' 'I I—Olsel e,d Is.IhIs ;,hs 1,,lsUI,,l,1 Ill III righl lih,11,1el shd I—— EZI Th,ROAD LIORK I 141LE sighbe led The I'll I,—li—d!highh,ay, ith the ftlle.h�g Vff,,, DURArION N TES 4 CORNER SIDEWALK CLOSURE 'hhe olt.1 1.Ill,R�Ao WCRK AHEAD e.1-1 sh,,11 be c.hl(lsd he-11e,le— T- -y�e -h'td'er Is's I-I WITH TEMPORARY CRO55WALKS is :ig —the AIGHr LANE CL05ED I�,�111E U.Isdiiii—I 1,11,ill, -11 th, fe,ld the...le,lih2 the I,k—B "d —s-we sIL—r d�,,. GENERAL NOTES i,h -d I,-Ine—I,�h� 0 s,L" LUGH,LANE CLOSED AHEAD siR, k sp—li-s�p 1.—Ilh-ty 15 halhIlilih)de,ke, Eh'y'th,'19S l,l1li,9 ledeslli,h Ill- �llhl 7.VIh11 cohl-Ilie,Inililill 1—he sile-111 Il b1th lid"It the 011et, Ill,-k eh NiIs tc,lll 11 1 Is I.s...-H I,Ll,h le," sr'l:Ill_I'd wle, he s1I.1'1 IlIll—O —1k I—�iqns tl,11 LeII—irli 11111h, R lle Ill-5. -dl be sde I-,e 11.ORh se List b.h Ill —I he ROAD WORK AHEAD sigh r HO 1-111d P-h is�Plllld 11 1.el"Is.�1 ell r—Beys. s,e I, I,the....I;— ,Vch is fes'. 11 1, is 11 ,,I,Less. 11 2.FIrc1hO If freffk ce,lr,l de,i,,, ,L R—rat TCZ 4.Sil I—t-fi,[d,,i.....I,Le the,illed ml,de,Oil INTE IRITE11 WCEI IT.116E `h""' ;Ihs I I....... "0"0"s'e. ke.s sler II I,—1h.111.N-1— -610 1--seh S.Lh,,,e,eh,I,,, 1,1- [1,,ll III 1,lsl I,.-el se-ris- due;ls(1hIlt 2 If 2) h,,he is b,th,---d eh,"I qhis e,sh I u-il. IT I I'I luffe,1peld :1,1-1 I-Blh I —1klls.d— hwler,sIll -11 Se l,16---d III V.sld e IT ..dY his b,,h,,hd...d. ...... CONDITIONS 1.Ile t- li'llo,ih I,—ll he—-s h,s,Le--d R—idel-14—Lh Ile 11 O—d 11-0 l, iy R 0., 5 1,Is—', d,I,Irel"s) ,Ill 9.Te,p ylkheys V,111 L,I If—Old, 41— e—'s, R "'I -P, Ist'hill, sHlbe "i— -s, —i'le slm,EWVR)If 26�007 ib hil high-mil-ity. 11,11till I e,d —m-DOS I-Ml b.1 lh-sy WHERE ANY VEHICLE.TOUIPMENT ll�� I,,"Ishm" ZlIeU.0,111--el el—the L.Ot", WORKERS OR THE R ACTIVITIES Les ha, SYMBOLS I'l— ,vsd Illeld— B-,h I,B 11. ,-re—alse,—h-1-y—1— 111�1 e—I. ENCROACH ON THE SIDEWALK FOR A ,I, Fer ight-, Ilslre,Ilth,A fl,,hi,g light,lh Le 1.1—ILI.TOler-, —,s Ih.11,se,heW—l-Ill—B s�III h-der M s"I'lle If the Is—II dle,l lhileL,rIflc lh--rh�i!hih'1 11 111, b..hIlde,M,pUlq 19h,B,d sid-alk,Use TYPC C ffled h,I—,Ne.304.Teery—1—y—f—I I'd 111.p,shell PERIOD OF 14CRE THAN 60 MINUTES. lllr�A— ,I, 5,�I,de�Il.612 ill Ilbl,lde,t,p,r fer—ts, 3.FIT I 1psrstllh,Ip I,6B d——fer SYMBOLS 11,hll he'll" isil,ih,sh,—H-1.—te,I free Il I,,, 1-,d,-I 11 e him-RA1111 NOTE I e" 1-ItiI. —1,cl...Ill,iT-hi.-1,1 oilh Will 11 Ilih) 're h dhI Ih "-w-sh" F!,g Ahd Type 3 Litht Ile lial—I will,ILI TIC I—.IddRil"I TIC d1lill,shell be ,,,,d 1, A... 11 1c,Ill—s. I, C"i"Isee I'l- P- dl5,1,, 0—d HI.T-p—,y ss,sll-r1fUL, le re.—el "ell 1,0,-el I,,Iwled. ,�j.g If ill,sid,.k,Ihle,s eth�d I,.th,Ft,—AR KI,k-d R.This—pl-I— It Ippty he,-,k I,b,!,l ,,IIt.,d ih le—1h,l(s)If e H s, 1l, --els -h....I—laiB m,b I—,eld t—p—,y See I"- CONDITIONS 6.Rest leel S-,,hceled h—I,Idj-1 tI 11sU -1 0 1-gl—y—I s Is s,d -K I-I si.h he W-L- llr T111P.111y blLe.If'i'h I"I Ad—Ce,1—.-1 g1111.1 TCZ ld ad,th-s!h-r-tilh,reft te Ish.ROD. 11-ils All VEHICLE. ell Pei, shd 1,,hi,mal ll,�Iiliel le Per—l,C-N1.1-pl. WCKEAS OR I EIR ACTIVITIES ERCIOACH 0 THE L,LNE ADJACENT hde.tiffe,joel I D lilh lf T,1tf;I 11.A pedestli.h 11,11,Ili—11111-11-1 1—ce I'MI.11-1 111-Os 11�'hit To E THER SHOULDER AND THE d le—His, Cls-111 Is',I IT the'l—diIk. AREA�OUTSIDE THE EDGE OF TRAVEL WAY. LAST 1.11 DESCRIPTION, IN.C. SHEET VLSI— zi FDOT 2014 MULTILANE, WORK WITHIN TRAVEL WAY FDOT 2014 PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS a. - /01/09 GN STANDA MEDIAN Of OUTS 6 DESIGN STANDARDS7 60 loft ESI RDS IDE LANE 13 lol`2 -IA Inj I zirl F IZY e Li"", I