Loading...
102 Aquatic Dr as-built civil dwgs including retaining wall i i ?f L I fyu' CITY OF ATLANTIC BEACH +� 800 Seminole Road j Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 JOVAT REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 1'0 �i I . Received by: Resubmitted: Permit umer: lo- VPR - ly 3 Original Plans Examiner: un Project Name:��rn�i[•_, Project Address:40L /a-a„-14-( �. pN 4,c i ch 1-� 3Zz 53 Contractor: Un o-n Contact Name.,,,-%l4 Contact Phone IL 0 1 - G Contact e-mail:_ /'1 i� Tl� S op„t Revision/Plan Check/Permit Fee(s)Due: $ Descri tion of Pro osed Revision to Existin Permit: Additional Increase in Building Value: $ rj,000 Additional S.F� :JUN872017 Site Plan Revised: Public W/U Approval: 1 By signing below.I(pant mme) ue— �e f S�, .n a$um-tLat e a ove revision is inclusive of the proposed changes. SignContractor/Agent/ : �f;ner�e;n�ewaben) Da[O��hg�l7 Office Uu Onty Dah: APProved:�__. RjeMM Nodfiedby: Plan Review Comments: De artment review re uired Yes No ui din annin &Zonin Tree Administrator Plans Examiner is orks u lic Utili to / /7 / ' 7 u is Fire Services Date c .e diene nn.) fL.LYfyr� Jc CITY OF ATLANTIC BEACH ick JUN 12 2017 800 Seminole Road r j Atlantic Beach,Florida 32233 Telephone(904)247-5800 ` FAX(904)247-5845 -r )� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: (0 I Received by: Resubmitted: permit um er: ID UPE; - ly 3 - Original plans Examiner: Project Name: Project Address: 0 ',3ee..ey) ('L 3x253 Contractor:.Ty1 rr1 (fyt o-i Contact Name: /+'Jr Contact Phone : - l y I - logy( Contact e-mail: I mg2c r�„t Revision/Plan Check/Pernut Fee(s)Due: $ b Description of Proposed Revision to Existine permit, Additional Increase in Building Value: $ '5,000 Additional S.F JUN - 8 2011 Site Plan Revised: VQq Public W/U Approval: By signing below.I(print name)l w- JJr f2,<Yin onaflhm a above revision is inclusive of the proposed changes, at O��hB�l_ Slgnatgte nI COntraetei/Agent(Contractor must sign ifincre a in valuation) Date �/ office Use(Tay Haze: 23 r 7 t"'� ✓ Apprmsl: Rejected: Noaaed by: Plan Review Comments: ISL (c- ! 'j�1 ff-✓/°2ovf�(i De artment review re uired Yes No yJ I din tannin &Zonin Tree Administrator Plans Examiner is Works // a iie Unit ie 2� l 7 U is a —( Fire Services Date aatmnuns Isms -, � -_ ;I . , - I,.... � I � I ­­ 1. :1 , , ­ �­­­. 1111-111-1-11-1............ . , 4W 4 :o" _ �I I lli�l ��,­­_, ,�, �,­:f��f�.­:,z Z:,Z Z,Z Z�,�,Z,Z� I - �.I�..'., , ��.�% �� �. ,�������z,'i.............................. z z z z 1.�I I , I �,��",, ..................... , ::z z z,o � ., �� 1��zz:o 11��S��SSSSSSSS�Sssffsss %�,1 �,. .�:,,,_0 I,����.I I I . . �1­­%z��...N��,,',Sssffsffss�sss�, 2 I I I I I I ����..I I 11 I '11.11 %...) :, � E I 11 I I 11 1 s�i������i�]I� : I �_ ­::........oolsi:l I ­0,�O� .11,1111, _4-0 N v � I 11 , .11 - I , ., ff�os oo I I I� I Z,iz�:�,�:: �� "I'll", I -. ,i:::z�, I"s I ­­� .-I.�Z11 I . C6 y . � I I- --:o�::.:,Z::z Z Z, . . .11 .. , , , I I..... � ­ 1:511,��,I,�,:':,�]: :z::,jjjjl��. (1) ,. p 1, 1 `�'' :::, 4-0 (z g) .", _�1: xz; " _,_ � - , �V� ,- i��ii�� _,', �, ,, ''�:, ., . I -�, ,� - "'. N.-O Z 9 .,W'n "I .- o � 16. - I �. ... , I ;,., .11 �,z � I .1 Q -� .1 11z I..."I cu 0 �', 0 �� . �I��%%%%% l-,��o .:1 I .�:I,a, �..", , ,z - .� Is , , ,%. -F I � � 11, :1 : o " 11 �� .�e " - � 111--...1. I z � - ::: :�iii�::��iiixx]:],� �....., ......, .�,: � . .1'.1 = 00 .o :I 1, I ,z � *:K,::::,:,%:,,, '..."".�,,,,�, �, %%00 , 1 4�;:... �, , ,­ ,1 . :: :1 � I ­�11�. , ,�� ,, .. I .0 !��j�� :�� ... , �::,�:: 1, �::,�:: � �::,�::�� ...x :..� 4 T��:�:�� � ,.. , �z z I I, I :, 11 I _� ,�'ql I I � . : ,, z,�,�_. !�j .11 � I I , :�I��!:��:��I�-�I� , I I , � "m � , i: 11� I fizz ���������!��,!!!��!;!�����!:��:��::::��,��011111. ,- ��:.,� , ,11 : I I .-,". 0 .--- I .E:o, ..:� � ­. , t..) I - , _., : .,,., �. �, I I - _, S� I. 1- _-e�........ __, �� , �,� ""..- �.. , ", � �., I_ .a , ���t'a " , .��:i,,,. :.:�:,��� ::::i�iii! .... CL :9 I \0 - .. f. ,� �, - ,��_- .,�T.::��, :��,,���i���'I' 35 .9 N ,, I.I I I �.�. I�.i W.,) I ,, 9� , W ,..�...zz, � �,.�z":I z���!.ii:1����E�.�iiii*�.,� ­� (z u I ,`�;�WIN,�,,:� ,� � z",�:z z, I I , I �.... 1,,� �� , :��i��i z I, 11`. � ",%I I I I �o�� .1 W, I I i ., �11. I I I I z:�]�z�I S�i�i:��i i i zjs]��:iis��� �` � I I I .1.. u I W I I I 1,I I 1, , z -.",:­­�.­":I I 11 .� 0 � � I,: .1.1 . �1���i�5�_!:,����, : I 1-, ,... ,�, -�i��<�i��'�, V) `11 I -� ��:�:,i�i� � .. . ,� : f�Z� I 1:,":::� I z ,�,.I � '. , - I I liv�,�� � - ::_ � I :.1 1 os I 11 1.e,-�.:,A 1 Z; ._��,":, o:o -0 .. i.% I. Al ,i��]]z��:oii�i:���1�1j���i:��z:��:�,��:� ,., �111 �':. ::� �I , : ,,�, , I so�­,,, ". ­ �'.� iR: �. 11 �� I - � I:" :: , I : :::z , 1,I . _­'.,� . ­ I I I-� ­ 1 � �1- 1, : 1�.� " � � , ­::,, ,S, , � I I I-..1, - �11 .I I :: -- I 1��, , &_ ioe � ,:1 _.. : 1:1 I ly. 1, �� Z.1. - � � , � � .11, .�2 "'' I - . I v Izz I......-, ­ I _�...� - �� . 1. .I,. r_ u W (L) ­ I � -- L - , - . �� , I , �.....:���,�izsi:_ I - 11 1111-11--,.I I I 1. : I 1, . : I I , , 1 : ! I �- .- - I I ." I .. , %�: '. - I I �..� �zz z ". -..."", I ,: ,:,: _:' �]:�i: I . ,,:� .�� . � _111 I 11 - ,e : ,,%,� I ,��- 11 1, ::-:z.1 I I � ­1, 1,:;1 1.I- :::.,:,:, I I ��o ,%1.I 1. I cc ,V 0-0 .I 11 . ,�. � I ­ .:z z z z z z I, . I. I "'ZI,��4ii ,..­p,%:,.ii.i�:.i i��:�, ,z I-11 " , .-J -, 1,Iz ,,"I I 11 I 1 006 . 4�1. " cn E s ��i.:�:�:�;�������i,�,����:�,�,.,�,.,x�� I : :,�:,� _�' , , 11;,�'S.... 1. , ... ,o: ­1. 11 � ��:,.�e, �I I. I k :; � I � I I I I ,1 � '.. I I 11, ra 1,,�,11 11'.i.,'..�",.� I , I o I ". I '.1 I 11�....:,�., . 0 Ln z , :4 11 �:I I,,,z,,�,�', � � . 0 11-1 ,., N I - I I " --11...........-".1.1.1.111, �.. -a ­­ 1z:11z z:I I�� ��:,,:,,11% I I ,� � �...p.. 11 11 �.�� � I I Lm Cq 'C� � � v �� . I - I 11 I 1, � � 1,11, 1,1,z I :�llzzl:�o ,�' �� -, ''": � '.. I I 11 11 I ��. I I (v � - 11�- ; ':,1, ,,,,- ­­: : - I S� NODE z� W �;. �_� �� � ., "I :�, , __.......­�I . ,e: ,� � I 1 W ±� -q _J �IN , �...I 1,,�,I-1:�, I I : ...�11 �: z , I I, �...: Rll: I W I .",�?.T I .. , , I M 1 , I �.. 1.1-1 ,.�.1 ORTI IPOND .1 I �_: In k, *, . ,�.::,.:,_':­:,:.,, L ..I 11 I _111.� � �..I..I � .1 I 1 =$ 0 ,,". :�11 � ,:, Z, � , :� -I I I -,.,' I �.E. :: .1 1: r_ �� z: ,�* , a V) 0\ C> Lu m . o m = . (n I I � v,�',,��,, ��,::­** � 1 I 11 " "­� ,­� � �, 11 I I I �ol o -1 -- , I—, 1, . � 1�I ---- A ,,::�: lisi�i:, - 11,cc . , � - .1 Iz, TER . .�,�, . ­­ :�'..�'..11 1� , = 0 U) Z) �.. z I z � 2 . , STORMWA MANAGEMENT I� -?I'. . ::I I � �0�I I .1 . li,,�_ I �o 1, (D . I ... , I ,­ . , � �1111 .., , .E 1,::::��1�, FACILITY - NORTHPOND-PRE 11 � "".� �,%, i.. �­ I �,.., %V \0 Lu .1 R.L. , 1� � I-_ _­ 0��,� .. 11 -...I .1 , �� �. ...11 � ,, , 4�.... *r R ,, , ��i­ f�i�'_,"'�� 'OB EL= 6.40 +/- 11 I ,,� �, 11 � �i�, I��........". ,�,��. � � 1�­ C> r- ,. rn W _ &_ .��, _,_i�::��]z�� . I...�,� a 11 I I'll,I , , �' IL �!��!:���I:�J��!� I � , ji_l��;� ,. $, :.. � I l�� , "11 ,��,�',* ���:�i� 11 -- � . _ I . I .� � " ::,:�,,, ��ell '6b 0 &. z - I ­ - � I I ,. . 11 �ol �:,� ,:� , I z z:,���,,,, 11,��- ii� �el � I .1 � � .:�� �*, ,Niii . 1.� ­ : ", � . m, ,,*+&++, W& EL= 0.90 +/- . ,L L L 1 4411,JII � + .i��L �§.'L - I I ., 11.11 L "'L � 1:,%''�,, ' I I , � I 11 �Z��­ ...� L -)6.10 +/- I+E . I "k I., . 1, .::%:;,, C: 4) %) 0 .._." ,L L . ,� I i�, , , L , BOT. EL=( �.1�L, ,,� �,,l I" � 'i, +_ I I " :,��. _.� L 11,� �&��I�!,LL�L UJI .x 0_Q I I ­ . I . , I I�� 14 1 _ " Z , ++��,, , L,',��,"LZ': , , ��::::!�ij�ii L :]L��: :L: .1. I.. 1HW (100 YR) EL.- 7.! �Z� *1 L I wli.�Ibb +.; �,�: L L �E .., . %�.. .... � "��: %� o " LL L� �'�`.LiLl L L: - �� �i-�L��:���l�i���l������L'��',',�]�]�Z:ZL'L'L L ,­­ U I ''.. - RE . I ,L., . ,,'.' ," _ L' I'll I ... J en E 0 ]�����I��'+L� I ­ ­,`�. A ,'.'. L':'�:%��i�.,�'�', 01 = Lu � ,:� L I I I I�­, - 1HW (25 YR) EL= 7.39 +/- . . J�":i��,��.' W_ &_ z L�L�i��%­''" .. , ` ,,L::%,L,:.z,;i� I F 1�,�',11 +_+"L� . �,;L' L I p . I I I I 4) "I Z W : - L ���I!j�!���:L' I.L L L L L. I L L L' 'L E "-..�:�jii�_I:" ­­��L!�L�,��L��:�J'"LIZ , L L , ,I LL - -R) EL- 6.36 +/- A ,��ijii, 1"';'i, , � 41 1��11`++�++r.+�,�++,� .�' �:$ii+$i"' , ,gg+ + � L c L� ii:ig:". "..", L' . I ,11 .....L 0 iio+'+'$L'L'L'�Z!i�i����r�'..'�++��++�! I ,� ; . ,lil++p �z� L L .1 - Z%20 1 1 11 L LL - :; � , . �p' , L L.L' i�� - r_ p gjl;��+l W V_ .. �L�j �L� �Z�11 I $��L;��L !�i;:��'L,�"L��LL+,�Z���:�7��:�:]L T I . :� \0 -!� uJ L lid �-, L:­:_':­ L L-L�'.I I � bo :2 �, I L I'll., L L N 0 Er '. Iz ZL L I. : L...L4,1.. L 'L I�LSMI L"I .- C; 'L',,�i� " I I 0 � W ., 'L L I q* m T_ I --- - o ,LL:L...I 1�­ a �Q 0 04 I LLI .% 0 Is ­. (Z Q 0\ �_ - � I �, co E __ - Cm V) &_ 0. >1 a 4 I I M Z -6 < 0 -LLL L"'L'L L L..... *- �11� � L L L 'L...�........ �i 0 �.L L L......... .E- ­.�::::­Z:�.L uJ &_ .� �L:��::",:""L _� --- z, : -z zz- 0. I ,::zz,,z�_ 'L I:z z,z:zz_� 0 ­'­I I . , , I ­ZZ'ZZZ'L­�L 1. I 0­Z'_LL­­ W .........L I'L :%,�ZL�LLLL­ L L��L­­­ a- L-1 ��.LLLL,':';:, L L L K... .. LLL�L I�%.I z. ,�o ,:��:, of 11 I I': ,, ' - ' L . �11'­ I Li IL I ­S�L _L.......LZZ:Z Z� ,:...L.! z z z�,z """' LZ"L'L' �'��� �111: - -.-.L", , ,�� _ . L L ' "� , LL %'L 0 , OZ'L 1.1..I I \ C: ­LL­ -� , I + ­­­ ',%­­,L­...­, mr - - I �::L:::;�;._ 11 F � Z L L L...... " 111.11 _ LL+ :�­,"­L.... 0�::.%L:�:%' ""I", L' .L...-...!�� - . , LL .. - � L-',:L:L,L, LL- L:­ZLZ'�iL .�,M .P 0 LL L L 'L ,,LL. - , L I.." L L L _ ." _111 ,�. ,11-� � �] - . - �_ I I � L L'L:':": L.......­:::,�:::L' �L'-L, L L 1. I LX SZ�L L I " - , ­:" ,:�,� I L:' * > ;� , LL L � :�:L.:L .0 .. , L �, I _ :11 I. I .��11:i�i I- a) z .'I, I . :_� 1:': � \ . - I.. ��L L , : �'L""�,­�I _� I "zq'l L L L L',I I I I � " :L'LL: : 11% -1 I ''I.11, -L'L I v $ "I af , . , .",...I'll I - .1.1111, 11 I , ___11 \ ...:ZLL .I .,��, 1 I I .1 MOIL .11.1,z I I I I- O�LL�L %`k ...�,I.", I I ee� , z 11 "'� ��, o::z �,"L I Isso 1,ZL -___ .41,,,- 1.� :,,Z­....:� z�: �....... L L L L L L L L L'L.... . ­. ­I­ , f ,L� ­:�, . " . ­..L"" - - - _--------- __m7W - I : � I z 0 ,,QN�,,%�, I., � : "I 0 1 ; �4i�:�;.;::���!���z����i:,LL:�.-�,!!;"�s� ) , �� :::ii��� ,, 'dL�:����§'."�"'", ��!���ziiiz ,., : �', 11 'I - ,_ " I � 118 "kiz ­�::�j��+,.�, � `� �iii��!�Riiiii�� ::: .11, I � ---- - . k � , I I ..L+...+.+,S:�11 i i�: I ­'.11 �1.0 . I ,. I ............L. .L `0' LLLL , - I �z I++, e z'L L L' - _- - 4- � +,.. S�L'L L',.M-, I I �11K,�, __ .+,kl V3 � � .0 ..... :,��,, ui 'i"�'� + ��' �0�­LL I \ EXISTING 15m RCP .�,q 1 I'-- .i� I � I ­ _i,- � . I \ .,."� SZZL ,L I-- 1 L I / I . I V) .1 . L L L .I - lof!:;;� --- - , I � . _�, 11 . ,, 1 1.1-1-.1 ::L �L" �­ - . "L, :L� I I I NODE m I k ,,LL, '�i, : :::. I �. I I .1. L�L ,"L: I. 11 . .�J t1a .4 I ­ L L L L L.I I'L I I , ___\ �_ iii j I-L L.....I I _,_�,U__ .7a ": + ,LL .... S-1 9-PRE �,� I I � --�, � ..,\ --,� W ­�!LL:�jj"+.I� 1, L I + + .+��.'. I SS�LZ""�:�S L 11 SL I - - - ---, " LL�,LL�LLL�­L,I _�&P Z, " I i m . 11' .63 - � .§� -.� -L" Q) .. ....- ...:�A I : , EXISTING - __ - - "'R, � 41 : . ft.,ill.1 ,.O� m-== -W I',, x \ \ .: L OL ��I��j:��:�L�:"�',:�m CONTROL - \ � I b*;1�','.,-,',1 %_=�­�W�*4�_311, I � . L_J a I.... ,L'.�, --, .,..,. 1 I,',' I I : . : : : : . p 11.1111, o *2 _ \ No ­�� 0:�,��:�,�,,�� , --- , - , \�,,.�\ 0 0 .1 ��L��Ag:�!��,::��- STRUCTUR ­ I I- . -_111111- � - I - � __ , - __ � - � __ � \ I -- L .......­ ' - - I -11 UT-01-PRE 11.111. ii .. - 2A . - /,400, N..'� <1<1< Z' 'Z 1. I'LL"' / it s-, ,1, .V LZLZ L L *:,"L'L L ,L ..,I \ I 'a STORMWATER MANAGEMENT . ,\ \ i "I � \ (__ En . I...fr­­.'� , 1�1 + �L- " 11L...........:; I 1�� \ I � \ 0, " *'iii+� i , \1 11 L �41 - o L I I�L�l�' '"L:L_­ i / FACILITY - SOUTHPOND-PRE \%--EXIS'nNG COAB \ A�,� -1 I A*A HL I I �� eli+!� - - , L 11 11 � �, !!!�, \ , ", � ��t �0 \ \ � ,- L I L "* � EL- 6.40 . I m , I ­,:7::ij:;�L�,"�:�& � \.. ; � ,:,o , §�ffi+� TOB + - ST0,RMWATER I , I � I '+'++ I " I " �+� - r�, , - - -____ ­ "I \ \ g g L I'll I I--- ­­ ___ �I— __ NWL EL- 0.90 * J� I t 11 .1 I ,,,,, , I-- NODE - ' - __ I ) ` I 11 ME �� �- I ( -(-)6. /_ MANAGEMENT 'rkCILITY- __ - - --, I \ I � � It i \ \ �_ W L , , L' - __ BOT. EL -- �1 � , I I � - � I � I __ SOUTHPOND-PRE I 't 1 ) I I , I i , < "G `�\ �'++ � - DHW (100 YR) EL= 7.65 +/ " -O 04 I ......., -- , �� I 1, 11 11 a- � ; - - ---(SJFWMD­�MI1_UD -- 1111, Z Z - - ,�� , �i m - -- __ - __ ____ ,DHW (25 YR) EL= 7.44 + __ __ - - - _�__14_ � \ � I ­­ ,­� I " \ I I IL I'll I I .:� ��, .1� , I \ /- ­­ - - ­ - 11 020-7-l-)- 'I , lu, ,� - I k i 1, �, : � ......��L I ----- / A � I....1-1-11.1...........i Lu < ::�'Z,Z:L %_ DHW (5 YR) EL= 6.36 +/- I-------- � y1l, i I . �::::z' I \.?� I I L ­ I LL I I I.. � ,� -prn-\7-------- -­_ I \ \ � , I , DOC I 1) .. �/ \ � I 11 W ,L 'L��, I L ff'­' ,:L I I \ I\, DHW (MEAN)- 5.68 +/- / . , � � , l i'.�.._.,�.'.­ L I % �..'.,�'.'.­.�� 11 1%% '. �..'.,�.'.­.�� ,� I �..'.,�.'.­.�� L ­­11 -1 L 1�,L � , I 11� M�m �_.,�'.'.L:­ ,a _J 0 , r.,",�L";+ ::.,: � . .ff.�:uow��+::,+;.�';��,,�+��,4�3�',�..�����.,�.- LL I +:..�,­,L L, . I , I I R �i�ii��R:��:+& . ,­���+� "L L .,g4�,+ii',+,.++�,�4. L. LL I 1. , . L LL : �'��­ � 1% � I , 1,LZ,L'L L L L,L I -I--- 'I 1, 11 I \ \ � - -L CL o- LLJ ,L,,::'+ LL 1� Li:� \\ I i il I � _J ' ,.L,�,*", ­ .I Z'�L, ,. . �, L L � ___// ,�"' L'LL ' "I -L- u - , - � __ . --- � ___ " , __ __ , - �,�' 'Ly � :'. . ......L � \ \ I 0 ,I L -L � . - - ,. � 1; 11'i� ::,,�,%%% - ........_ . .- . . � - I , � z I " ­­�o� 'L 0::!, .. - , __ . - I _ 'L .+.., 'L ", __� I 1� , , L_ �J",�iii��L�:i��L' �*" , -- Y��_ 1 71, 1 1 0 W L L'+'I 'L'L L LL,", "L,I I ,-4' S,ii'j]:�iL�L:L­L'_ �L�'L­­�­­I 11 �S� S� I -IN ZL11,L�i�!� I .11 . lr.� *----z-- !9=,=a&,x_�......__ _"- - - '! a I I ,1-11 i �L,:,].,LLL�_­ ::.._ , �L 'W" _� - _'=,Zz=-��.......- -::,,,,11.......I __ - t, I I ­ I L . 'L - _.� --,,=;*� ,=_,_==---=�_ -�-� - . L�%L....+_,�L:�j:�::�i� .: 111�`:i L] ., .m� .1p ____�,_ - - � ,'.�'.'0 I".., %L �ffls L �Zi:LZLZ�':'�'�I�i:.,, , _� -_".-:- _a_ - - ____L I -- - RL -_ - �-,,. - - - --&� - x- --� ..,-�' .�'l , I � ., Z_ . � ;,��,"­I'11,�� ._J (D �L 1.,� ILLLL�����ij:,',� � 1� - .q'x�_ ___ It 0 1 ,,, ­::� `��, .,L `S�­ ,'�]L L I �m, ,ii. LL ZS��­'. .1 -"I�_, __�*S_ I -11, - - - - 'S��,��­::. I , � � 0 L, ,,,,I I , - -.Zc __� - , z I\- - - ,","', v "s L,L L I ,�___ -" - 'X'�,_ __ ��I,�,,,��:i: .,,,_. . . , ,��11111, ,,� , , ,� - +" ,, - __ - - - _ _ �,,,.,,,,ii�i � _'�­,'I ­ __ _-14 -,.-- �,, _ �t� . �1, ' I L +.,'�Z L :�,,�:, . .1 ,, .....I - -,%�7- ,-.-rm --- - �" , $� ?"�L" ,��Lli�"""IL ,:�Z:L,' :Z��L I .L"'.,_­I I � v - L L: ',::"'S%o I 11 ?_,,�........ I L � "o ,,,--,111�- - - - ....... .,,P -_ -1111,-1____ __ - , -, - -"1A ... �, .�.,., . -1, ui +,�,� L"'�ZS�SCLL L " �L .L) - - .__ - - __ __ .�,,- I -'" 11 I I , \ ,� C ':: I 1. , --- __ �11� I I L L �, ,,;, � < L L,L4 i"''��% - \ LL -1 7 �,", __� .9. I Z .� �:, �a�, ,U ___�!-§ �."��:L::�'�'L 0- ­ I I � \ > :Z:':N- L' 500; �,I -L L I 1..1,11 It- - it 1-41 1 a- - L 10: , L .11 -11 f 11 I L -��11�� - ­_ - ­'�L �S I ''I .. I.: .111" k�.4�, ',�"11 .,,,L�_ ,, � . ,--­ .�� , LW 11 LL . I - , W L-, '��Z:�L L"- - I z - __T - "'_1a__ -- .�,�-, 0 ­: , :, 11111 .+ -, � \ 0 . � I 111. ��i�j�L ��Ml...I— I I L.1� 'L ,&�� nx� ."I -1 .7,0 + ::�11 � ­�� Li +� W."m, L '!?, I � L "Ill: --_ ���, __1"", ,��, �k" �7�,% �- ----,Y"v "'o. ­� "'n' - 1\�', 1;� 11, \ \ . 11.1.1. 1. I _ L � I "LL: �L ' .",� ,,,, ,,,�� _�_I.mvl . .. �- .1 ,\� .. OL'�: ;L .1. L LL ­.�, .��," __� .Jk� ��y __ --- --- I I I .. , L �.,o - I-e,,--M L L L' ." .1 ..�,L'.LL.:LL"�"L : : ­":, - I .�,v �W�� -11, I \ 0 < :LLL , �'L�.L, L; -III.,I I'LL 11 I &WW I-" L 11 L�: "', L: 11111 , L - -IiAll \ W-� of ", 11 1. L-L I � ­�,� 111� L 1� .�......L- ' :,��...�..'LL, : :- I 7.� L'L' I � ���i!i!�:L ­ -, ___ 1_�, �L,�jj I W 0 ' � � L " % ..._­�:�­��L""� - �, ,.,,, ,: -2 WS=a . L' W.a === --- =======zg I I � � I:!> 11, - O'L 11WRIPF: - �:jii���"@ ­ ����""�L',L __ , -., o 0= �L� __ .. � , ,�, � v- L" ," L , W a _ � L '-,L'- L L­', . __ ... L z,S z ._: �:z I -� . �. .".�__ L ,_�1��i�L�L S`L�S �. 1, �'ffl L�', +:��' ,� --1 L L, '+, i,,� ; �]]�: ,� L' . L�:i+ii:�i���!i I +?' I I I SOL 1\41)k� W .ffli­�,'­'�­�­ . . �­ �,'�L L,:�i �....�11 ,., . , I , -L �;�,­m, ,ffl�'�, .1 ,4� .. ��;i+!:!��i _g- .... I 1. , : , - I 0 'L , ,,, . - 4 � LIN� 44 LL_ 0 1 1 I -","LL L L:�:iiLji'L�L] 'L ' - M / �`, fn I ��11� L.. 'L I �L I........ I I 1,�, I I­ 11-o::, I I g ,�%­ -L L�­�., . I � \� ++_-`L'1- L "I 1, L iii�+�,,­­ I != W -0. �i: ,+ �: 0 :' :LL:::_L ..L �Io ­.. ��� I 1�_ ,� .... 1, 1-11 , i __ 0 1 1 11 ..L- L� _,L��:iLLL I ` I \ , '­ I% '�........��i',�L:' �""_� L L L . I . I ­:­' I L ­� ,� ill", T I 'L �L L �"" _f� - a- W -1� ­ ," - �: :�:­:: ..1.1- I'll " L_� I'll, L'.:.'L -­ I� -::-:L'1 - 11+ I L-L' +i _ n.- __ \ .11. , L. ..... 1. :::..-LL- 1*i�R 1 , �"L L L�L L L L L,L I L'L L L''L L"L L "I'L . L / \ 5�5 LL I .�ii '­�� I ix:��,L'�, , 1. Q_ L ..­ I ­ _ � :1 I L' . �,­­­­L­ LL L' ­'­Z�' L ,:::':'L:'+::ji1'.!!1�i!! us ­oo,os��Lo -1 / . -L ::L LL"! . , ��LSSSS�,,�"' ui I -'LL L �+ M,sl� L: \ To A , \ �0 'L....L I L" -�:i��LL L L' ....... 'L ���:::'!�'�'�"" ....-Z: L'��0000�oz­,���, L I-L'I".. '_ -, 11,11 W I I _11,s�� L L I I - 1�'I'LL L , ­ �L]�i��:]�]������:j:�7���l����.L :�e , I'll, L 'L....I 'm ii�li: M,., ...1.­ � L I....�O'L , L::,:!���:��+i, +X!... , " .11;,L L �I .1.11,­ L,L , - . 'L.LL,I.. . L I . .1, �L$s 11 LL,,. , . � �, - Lu L- I : , ::Lji:��i­Z', L'' L I­.­�' I I L 11 b .�,� I i'll. a \\ / ,-J . I� L L­,L.......I .I........L I S , I , m L ­-L­ LI:...... ; :, * ­­­ I � I,,, , .. I � Z ., I - 11, o::,��:�' I� ,,�o 1- ­­L...I --- :: �, ­ L ,00 LZ�:'.�L�,� I :::,,., , I......L LL 11� I 11 :,I 1, . I..L� ��41 ­ o S"z��LLS I�:�,:I : !I ­­ , ..:����:i, .+, '�� ­ ..... ... - I : , 1 L I ­ I %, : "'.�:�,L �L 0 I" L "�,�z �',L� i�,�gci:�,�g �:�L'LLL"'L',�.�.,�,�,�,',L,":�,%% I ­­��ZZ L L L L.......... I �,�\ I -1'�:-,� -,� �_ I SSZ�o­ .� " " � " .. � ....... L ­� L' -�S:: .�L�LL - :1 , I ,�, .ffo I I 'i , '. '. \ ," � � : W I'll 0:ZL� - %U% - . ' � '��++' 'L' � : � I I ! ,� I OS��OL'�OL ­11 .--L:-, � 'L L I L. L%,�:,ZZ 11, ��_�'11,11 I., I I I .. ..... k+ - I ��;�:j �, L' '� 'L " ��I -So,Z 11: �1�': z:�ozo ."_L L::L ., 'L'' I L L , I'LL"­ 11 � ._J 11 sosll L ., I I 1:1:11,I ,, i :.:L L'L L L L I . ox,�L ;, ''L \ I _ ',ZL , L L 1: I �m 1,", ,, 11 . - ...I . �_ , LL ,gZ,, I ,� I ,� L---- I I !� I 'L I I 11 I '::�L 1 4 ­­""' I I I ...� ,�L ..... ­­ %L L� I SS I ; -L �".L � � I. 1p_,_�L�1+1:1i...I ," �'�'�%L I . .� � � I'L I W 0 I I �1'1 I �� , _J ,:: �,�Lii, I ,�S L I z L :T, I.. 'L L L L ­ Iz" � J i I I ,,, _% � L'L L�`�' ��,. I I ­­:,%­ -11 11 I�'.il"I m 10 I �'11 I � -�� , _ �OLS L "�L:�,� ,, I�­­''" L L L.L,L.L.L.L.L. S'�, I ­ ILI LLL* 11 < I 111 I L I . L :: L ' .1111 I "I'll, ��,,��,+L�1, ,� 'L '? L . - z L� I:',:L, . �L:L'%'L�.Sslsso I I �LL L . - ' S�I S�o I I 'i�i. �L: _ � � � LL I- ) . ��, U- L 11 ,::, ­�Sxs� I ... I k L :L\ L '� 11�".�'L" -S I 1�I , "L : I L L I ­ I LL`��S�_�. ��i;...',',�i�� � "". 1, ,...... ,� �, L�: L, e...��e­, L . 11'L L :-%, �SL 'L L �z"Slz I .11 :,,L L, W, . i L , 11 1� 1 �e­­ ...L ­Liji�_�", I 2 �- (n , . ­ L L �, LL I z� L' L . I 1.L �L ­­�I L 'L " 1 � � � � L 1 - L �� L L L_­­­:�j L I L . L L 11 'LL' ! I, I 'L.. .. L ­ S L I I �­ "', ,'�L­ . . . I L L � �LL L L L­' S � - ' `�i; I'L,-", "' I I S��'�S'��S�L L I 1� I 11 I ----------- %� 11��1:1- ��LL I _� LL ". .1. 11­4',� :�" ; I 1,...". I L 111 I . .1 ffL 11�i,I .1,�� :��%4 11 " L ! ��: " L ­ I -�',: �11��'­­�' :LL L�':L-'L 1, . L , I i�� 'L 'L �.., L L�-,:�. 0 2: Z a ,! .i�� L,�LL,�LL',�SSS��SSL , ,L��7�i� L L""' LL I'll - I . L ,�,� I S SIS.I. ...........L ,I ��,,� , "Z, �, L� ­ L. . .",� I I 1.L 11 :ii��i',W I I 1.L , , L,L �, �:�z:� !,,�50. .... �'_L 1.I 'L L I m"m �.,, ,.11, I : I "'� �..... +�,Lwi� ... .I'LL .__ J 1 I L I ' � - z ," , ... _ 7 ,,, L:Li�i�j��ij�j��@�;!��%...... I 1�1 _,��Isl_ 11 It, " %,­ ,��* LL I" z :�,, , L�...�,!! -02-PRE' 118+111,lii�LL! L .....­_ L LL . L�, ��"" �i��,",��..,:�o 11:::,L:"L�'�'�,7 + 0 11%Z L BASIN EXIST .,�l.,i�,�L.l, . , � L L L' ,LLLLL_ " ++ 'L L I I ',k. o W _ L%�� L" '+T���, , ,.++. ��... ,, L��%44-��'' . + ,o� �i�_�"+�T�� %,,:L , I �� :�,,�� I I LL 11 ill"- ., I 1 4 0 /L.F. 0 � 1�1� � _r 1+�`, + .. LL -LL . ', �L:�'��,,:��!��......1�� fZL�­ZOO­ I ­"� . I f- - , '. , AREA =7.1 Ac.± �n .... +�Z�+ ++ I � ,Z��,�, �k. , I .. , � 11m, I :, 11�� I L' ­ollll I'll I , '�::WL !� I L' I I �, _:�,'�:­� . , :�­ OL 11 I ........1. �i L I ­ . L I ,�: ,I 11 I I L L L L L L I 1, I - L .�S��S".., �,-,, '. I 11111 111.1 1. " -a I I 'L: ' L ,�­ '.I I. ,,,,g ­:�.. �,��i�,?�, 11 . +__ ...........�­ 11 osli­ . `� LL':'��' I L. . %. T� P�I H . "i d � m I I I- , L L L' I L ­ .i� I L- , g , � _ ,e,�++,� I L L I I�z�,�:i�-�­�,,, 11 �­ ­­­­�L_H �110.........1" - L I...... I I I ' L L L' '' ,4m ­ ' L Z L"'��',:.­',.��,.-..+++� � S L :1 I 1. SS 4 � I L IL L L.L L L , '4 1 1 ,+ I I ....��'::L S S1,S1SSZS L CN -94 �M ,L L L, . Of - ­­­­ "I L 1:1: I L L%' , L +L, L--�' ­......... ,f: 11 I , : I ,� LLL'L I I I L�L: ' '��;­ � ­�0�­ L �S�.,.�-���S L : L' �� "I'll, L I ., 'i­L�,, -,L I.LIL 1. ji::j- �:Lj��:��!,+ ''L -1 .. ,�%L ,,LS'S L , a I , L 111. �L�'_ �.......L ss�sss�sss�� +�+++ .L.. L L , I ,L:L �­­ S,�S�e . �L�����LL�LL,��L,"L LL ILL,%� L�L �- , , L I , , :L 'L'-"�­'::'­,� ++ 1+ ..,. SZSL�I�s IRO L ­�OL I lli�L_ 3: W m U) I I . I L "., L I L .11, �' 0 �i . Ss�s��Illsl� F.L'-L'L 'L " � ,�� , z I I IL L' fm"'.' , I , ,.. < z , L . , L � I I L , .1 I �L.%'�iL -­ �:.�,, I + ,.. I f+ , I �� ' LL + Tc =10 MIN. �.. , P; p , I � L Im 111,111.1 .�,, x" W � A \ ����L��:���.+',� .1�: � �111111 . 11'L... I I., -.*� L".", I_."�+ � L I , ,­J'i I L .1 v L - � � � L:�,;'.�;" * - I I , ,�ii I .1 �� L ,�,'� L' It : "g. ..., -�1, I I., i " of 'IN , im., , , j���iL . "L''k L �, ''�' =484 ; I ,� ��� i�xi�iii�i:!:�:� L � ,�L '' 1� K (SCS) k .N 3, T�iiii!��i�i�� I BOUND ,' Li' , \ ....." . i0z 1-� 'LL ", : . ,"��, �­­'­'­­.. : ii'Mi, I Is SS "1+11 . ' - ��....L" Li '. :,% I, L L . . ..... 1,11 �'��:­ I L 0�+' \I ­:­' ,,, C) Lu uJ S 11 I I . ' ­1".. "L:::.,:::'J,� + 1: ­����­ .iiNkid+ :�c LIL , I L ': zoe : ." '� 0 L..... ,�z�- , - .11 - ,­­"�' ­ , L"� ,", � ­ ,, I, ft - . \ 'S L' � ".i",�"S ' ��� W, -':L,LL L,L:"�-�­ I L . �'' ,i�L, � 'L , I f. � , L L L � L ­ I L , ,� ca , 1 ­,. ­ ­­`�., .. , W I + -L�" . L I I I I _­��i­���­� o,­�� L ee ; I . 11 ����LS­LL�­ZO­L -g � � 1. I �z i� L �%­ �'�L L::.': Z z m- �j g ; L ' .1 I ��'�LL,�LL,'S�SSS'SS,'L i", �11�+1. 1- IN I I t!L i, � :LL:��:����i������: ]'I 0 W W � _ 1, , I I XW`,­%_­ _'L L�%,'��. _,_1`1111......44, %L I 1, . I I *7 .L,­'� < � L �;� ��'.','.'�'.�L......�'.'�L.�'L­ L _��_�fL­S'�OZ�, ­1,11 _ , + IL L j�', I�"I'll .11"11 ,�+LLLL�'­­�"­, + "L I. L 'L ir � ��L , ' ­ '1111 Z�L, 1 \ -1,1.I I \ �, �, + ,�L - I I I g ,41� .1:1 I� I , �i .. ., , I I , 0,:' LL � �o .. :::I���,�,%.­_� � � I -I , �1­1... I :L'I�LL I ., ,. "��`��: L 'L ., � I I ..........­�.... L 1:1 . �'. � I I "",:::,".',::L '�L... � \ 1�: �_ 0 .­ I .. ,o , :�:�­ ­­ � I L a- W -d �,11 L' i"L L���'%_ ..:�, Z:: I �a �"LLL W I . ­L , ., LL.1 ..1, , � ,�z I ,+ ,.+ , L, � "', L LL "I". :�,:%,111 . L 1.. " ,, , L _, M", .�+ ;; , :,�+��­::_. ,� -111M , . , " . :� LL L L L��, I �"., ,,�:� I 0 �_ X (D > � 1. L - :: �',' �-�'..� 0 11 I L S's," :. ' � - L Z�SSSL � I 1, I , , . ,, I IL R . ��'. � .,++ I LL \ ,, k i 1%_ , I . - 11 I , - I L �..Ssss "r- ,il . ,�,: ­... I a_ ,1 . p", . k: '� I � L" .�J .� �!,� L�, LL-,:. _,_-,� - ,_ �Ssoss��NLL LL L'L L... �"., W +,,.�,% .I L� ,L 1�� _J 0 :"I . , � M5. '�,+.'��+++ _­+'L�­ , -1 \ I __!I'+T�- \ '. - xx , �...L� +'+,L,L%'L,.L' 11 +�,�,,� I _J .','L S - � I I L��L., L LOL L L....11 , ,,, L, 4 �..'.."'.�4� _..I ,... L ," , I I � \ z 0 W �.,*" -' �:L.... .�L - �:v I ., E, �L.......L"L ez:��'��i:�" �� �� ,L L ,L"�, � ,",�RZ�444­,� L+ , � �,,ia", A- ,','��ft��:­:­­Z,Z�L I , 11 I I I L - .L L L +F ..........11%%% '1� g g . I I ,� - I �, ;­��L � + L.L.. ,", � - 1.11 I� LMM LL�L. 57 ': - .........=111, �ff e \ ., L"� �%". S elss� +" I � z � '­ ��� ... '' .� �,�, / L , I -'s I I I , , I BASIN PRE-02 '. z ... _1 iL- ISS.......L.....��:�,,�L� ,�'�j,,�'�ij� L'��: :j,,�'��I�:L":��:::: :���:L":��::_ . :���:L":��::_ :_�,:���:L":��::_ " i�. j�:�� I ��_���_��o�ll � : _. " S�s � : ��ji �L -__1__11_ � i L.� ,,�,.-- I ,� 1. L 0 _ ..., .1 :� 1.+,,.,5,L` t+1 1. AREA -1.6 Ac.± � " 0 , , , , ,I� ,��44� L� .'�.',�.'� " �j,,�'�ij� . , L §:�_,,��fi�� :�:::�!I�L � � �� , i� � .. I < � �. -L L , _ � �LL­10� ­LLL­��� 1+11+., I � " I / < R ..".. . I " .. � ... im �����!�����:��!����!���i�,ii,��'������....2�', I z z Nzzs: .It I �'L � I I ­-, i���:�������ii���!!,L������,����."�- ��SzzNs�""_ 11 \ _J .L %,,,�; '":* L j���'­'.i'-'i�' ii�.++­, I L -11, f+. I.,...... I , .. , � 11 'L I ,�L4 � z� i��:......114 �,ff­­ . z . L,L Z'%L ,. I LEGEND . 'L ..I L I :�ZL-L��i�:i��,�! S ,. 11, "r I CN =80 i \ :D �- !�? u- ,11 I ,11 , A S I., I z� I I'll I I . , !,"L'..",i]L,',',�,�L�:L L L L "I, �:L� _L+ �!� -j - -11 I 11'soll: ,� "I, I I �:i.+.:,.-,�:�x�:��.r::,��,., :�:�',' L �_*L I.Y, �,I I, 'L.L".L,. i, � Tc -29 MIN. i 0 - L L. .+�, -Z ,, I , ­I L I :�:: , �" � I I , �\ � �', ,� - ,. L, .- �,. : �]LL:ii I � L.,., , _L� �L]il:�:': � __.:: %­ 11 _111-111111 . IL 1, LL., _ L - .i�L�L 11'. .1 .1 I , :��:�:i��!�����il���i�!����:�izL! :��L,:L , ", , L'� , L I �� LL.. .... 'L' 1. ,'�­.�,,'L.'. i � ' .L I� I o . �L .L.. ....11- ��!��!i�"�+:::� 1 :,z:z ........L :�1�'� �i�i SJRWME ...... .......L'�L�,:�L "L��L .L ;* I L ­., K (SCS) -2W 1* 0 < of >_ - +L L � :�i]i����i�;��.:�­1.11,,�,L 1.L I +�'­111 . �1,1:0 �_ .. 'L ,� i t�,� �_ L' LL.1 I ,, �s � ,''. L + �141 - ,p�i Of �, I .1 .�. '��'L \'��LL 'L �i�'? � , / - §',� < 'L �:._�z .I . , , ." m ., L , I _' L* � �*�, , ,�:,""�'L'- �.......LL . :."" . L ...LLL�L'.'�,L",L, L, �%!i7�L! , � L ­1�,,�­ : x­'... ';';"';';"":","L'L':'�'�';':...$� ���� � :I ;��: LiL� , �LOLL�­­­ : �%% ' L �:��,::��,�,��i������L���i����� . L F. I WETLAN ... ­_:L RL:. � �, S �i�� :".44 11+`� �M BASIN P � _11� L. �: .­I L.� ­­�" ,, - L LL LL L ��� AREA =0.1 ., :.:.:,.+. � ", 11 '1 �4­ . -��. - .� LL L LL LLL,L L L 1� I I / ,I­,, L- ­' W 'L L 11 0) I. ,'L'i, L � I I.''.." L--' '�:­­­�I 1141 �:, ".", CN =79 1 � .11 / (L , , ------------ - I . . 1 L I'L-L -L L: L, I ._� � �: � L'L'L...L L L 'A I I'll ­­­ , , I 0 3: 1--- SOIL DIVIUL LINL 11 I, L L I L L L'L L L'''L'L L L ... Al I.*" I � . L L SLOZOZZ�Z' Tc =17 MIN. L 1 __ L I 11 .11 � LL­ZZZ',L L '1111111111111110", of ,q L:....11 ..... �­­ ' L L.L L L''L...LLL OZZ 000L * 0 i I : 0 1 1 1 .1 ,�._� �i,LL L I � LL Z ZZZZ:L ::,::: a \ A � I L L.11 / a_ ­­ �',": : : : - ., L I'll L�L .�:ZL',� . . - .1 .1 "I'll", K (SCS) -25 1 1 11 11 I . 00% I--,,,,, L .�­' :L """ - L-Z_Z . * , .. I _:�L­11:��;�,:��:z L L'L'+L,.:�,.��,�� � I \ L\\\%" I I'll �I.L:'LLL��,:,"�,,+4 . � I I - :L L ++ I L I � , 11 \ . L���._, i,­�Z L L L ' L L' W ­ '�'::L -L: ,.,, �:.., 'L L L e 's+ ++ I CJ_y � 0. E LINE � .. L L ,.:L � + , ­-L '"'I, + I I I I � I I 'L I � 2N,1, W .I - -I I L'L L , L. , . , ..... �,L 11 : I L / ,� , 1. IL ��,....".���]L�',L��:�� ++��,,11,',Hljiiil `L o �sss�oo�o ," L " , , L :�� ' I ...... , , , , , , , , , , LL ii:., L .��L'L:�� L .���L�'L��:�� L .���L�',L��:�� L .���L�',L��:�� L .���L�',L��:�� L .���L�',L��:�� .��­��`L­�:i.��_ ,­ ­­''I 11 I . � 1�!� 'A �­­ 1z: I lzii 1 11 L L L 1, � 'L L ., "�& 'L L:L�$� 1 i \ L cc 'L L L- L L �, ,',L:' .. 'L L�$� _.. 11W ,,�]�� L �"'L. L L :OL z ­. ­::_:'' L' ' L ' :: ,L L,L::L .!L 5;LL�'_, ...L illi I , ,. ;L�L�L�L ­%�.................':­­'4�­­'_ � I " � 151, - _ ' ­I I I L L­'L I ., :': I .....1�4'� 1 ­,­'... ZIL�l I � I 1 -v F_ 0 2 5-- -- EXIST!NG CONTOU R """'.L_", L .... I I L'.I I L L i�::����::.!�:i�2i ili,i'." L .� � ,'L'r L L L L��ff'.'.'�. ,,,r....r �iLL:i r N I. r.- - L ,, , � 'S ,` I .1 ..Z:I:L....... ­ . 11 ',Z-----L ,�,� , "�­ � 1+1 I �a�, 4 --.43Q 0 - ,�:,, . ­­ �,L,Z:L ", +11. 1�11� b 'L I'L 'L ­�:��M�M� ,: ,�:LL�­:::' i"11., I .1. - ­.- ­L.'�L.11L �LL..... ,, - ,* D L I I L I I r'.1. L' r ...­­,, .........� �1 ... I L \ I � L 1 I � �N I I 111*1 - -r. . L I , , ........... ­LSZZ� I�_ : I :�:r,. �, L ZL:�LZ:�������:,:,:,:,L 11 . __ I? r": � rr.�LLL­�'L::;r,r...L L,L L r, �,, A'1,5��i�� � 'L:L L ­�­:��. � . , , L r L . ,, .1 L I ­ L-....­.........�.......L r.... I L L.... r I. ­­ ­, , L'L'L' .1 . �%r...L�' I - r'L L L L ... I 1 ..4". T_ r�,� r,�. L .. .- �'L ,,:Lfffi::ii�:� 'r, I L I - L S� I-1 . �.....­­­ ,I L ��� .. . I I ­­......­ L , :L ,�j:� . �i� � -� . I .r L L L'L'L L I LL 11:.:�L�r], , 'r 11 . I fl,',�� 'L L,L 11­rr. 111.1 z :, TLT D* I _jg"" 111. " 9 L , - L I r. ,�n.:�,,i�, ,L"', L flr,,O.� -r. z- \11, ' L_�t wE L','," r M llwr� a SOIL NUMBER �r��� L+ ,� ,::LL� I ,.I.,.........r-+..,+r'. Ir :,r I S,�% I "Is I �� �L- .. I L, L r, I. I I ,,,,,L,�,��,L��:i .......I.,.... ...L.'LrL'.r'.',L. . r I �N�' . ., :L,L. :� !,ir,:� _,r,rl R.,L o 01--- L � � ,z � z , ............ L �::­ '::­ LL .............rr++ ssoZl ,,,Z:Li� , , - . . .� r 11 jr;�j�: � Fil +, �,r � ii:��"i ccI L . . L r I ,L 1 :_�,­,': , , x,---, r r :'::�jL� S��Sos 1� I.. i ij� ,- I I , � � , L->?' � ,�,,I r r L r I I S- I � � I , I I I ::::­,L'L,L' _ I � L r +_ r I 11 I i"__L_�L r ]i�r� I 'L' I?� , -r I ::L �'' ' I ­, T_ I. L L i, , ,�I I 11 n, �' I _ L L+ , os , ll r L r'. I ...I 'r�, 'L r L L ,'L L'L ,r .. , .'.L,L,L �� ", I� I r''.:L'' r'r r os z � -1- L­L L L L L L L 4�'r, , r r I L L �,� r� L .- - 4, .I ' ..L _�ri,',, L'L ��������,�i���i�i:��!��,f++��+?��, L 1] K: 'r r''L , ,�LLL"jj::�� �:I I:I .....� L'L L L'L'','L r . � ,Z�...��`,,Z%I ' L L,:]i L:i�'�L:�r rj�j, 11 L:j! , . "�� L L,L,L r L : r L L r,, � �', .I I -__ z < "r _ L --��,��­, _ I I , L::�%L'.I ,,��,,,,,,, L - .. r - I ' r!� �L�il s� L L L,��:i�1�� _L L �I I: �r -�L...' ���, ,",L��r.'�'X"'- L' L L L L ..-,"11 I L ..! � � " I Z ii �� , I I � � � ::Z: ,, � �\ , L '::�!:!�111� '," � .__ *8 .�::Z.0�,'L L L I I I z. r ........, I I I I oL­�'. L r r r, I�� I . _��,L L ..",........ , �_� " .. ....:,:..:L � �ffli�'.L"LL"L,�, 111W.+,+_,,,,,�+��,L �, . �J I � I : L,,�,",I r -I:, ...L L,L r L :L ,,.L 0�L ,:,, ,+,�',, i, ,"L�,L,L, �, L I �L I,, I I I I I.I I:z ,-,�--z I . ' ­N, , ,,.I I L���':::: .,r ]��i _e+ , +, �� ,,�',�,', LL r,, lr,�.­.�,,'� I I ++ )l \ 3, W I—.,,�.1 I I : I � �', I +1 a � �, _:,+�� L 'r ,_ . ,�­.�,�,� � L ..,,,'il :� r :' ,�­,� r , r , r , , ,. L �,:�.�'L L �. , L L'L �r I I I I I I I I I _,� .,_ .,_ .,_ �,�� ,� �,, z I ..I. I I I I I I ....�.....r liil,� +,,, ., ��L. -- . I� ::::� 'L' L I I �r, ,,,, 'L 1�.� ' I-,-,. 7 ,L,.L::, ' I = I -, L r L�. I ,%�L I I.I�I L ,%�L. 'L L I I - � ' :� rLLr'.4�'' ', '-L L L L I L��L �,L.......­L'. , z z 'L''L' I I ' r L L + +� � L L .., , I", L L ,",I I I ) , v + L ,�, L L I rL "'i�r L'� I I. I L.....�L� L�:L r :��: r. . �+�i:L:.:.L.'L�L.�'LL L':L L L � ���,� � , I . I z.:%� �y,:�. I L��_,�., L, L % ".� L' L L ,_ , �� �� I ��+ a. L � L LL I 11111 ��e \ , . ----- I I r 'L�� - L L L I ��_ 11 L . :L L :_ I I I L-'LL L I - r ::'r L I -­ I %�: � ��L I � ­�' L Z'L L I 'L L�L L L '@W,,L­ ­ rL %-:�� ,5 .. ..L I -J ,# L . ��L L L s��S�,'*Li�;,�`x� I 'L Z L L L L' 'L L.... ,�r ,, - I ' I r L :� L L .1 L R r L t L L L L L ­".1 I r L�': : ,r r L L I I ,"+� If ..'e, J11 ._."L.­ I LL :�:...L L L I L'- L LL ' ; .''_, V) . ..I 'L - (i iLL::�r L� �]L�`:LLI Lr r r .r r� ���I�L r I I I I'll,�,L,: %� � . ,�r:Lr .1.11 ,r�, �L, 11 L L '' .. ­,�S�Sffs I I"I'll", *LL% '­'r,,:r:�rr r ­ ..i Z� : ���r]: ZL L L L '' .­­L all ' 'L r IL. I 'L........::' .,, L L%,�L�L L I .L L L L L L'L L L L L L'L , r L L L'L L r -y . �i�:�L�,� �i�:�L�,� �i�:�L�,� �i�:�L�,� :��,'S�,�LLLLL �i�:�L�,� 1�,., . L L r ...�_­­ :::::�'ir:��L: . L L L I I.1 , .L L� . . ' ' �.��,+�r :�r+�r,' ­­ . L LL "' , r L L:: ��oz,,:�:, :� � S, L I L , / , �,,�, ) rr r r L I . L ' L , L�i�:�L�,� '���'L L , � \ .11 L . I . . r, I �...................�:�Z,�� , m .1 'r.. . I - � �� 'L'L L......I I� r I . ,�L , + ..."..I I I ,r Im �LK�,§i�� r. '4- r L ­ . ,'L% ,1---,"I'll L � ,� i. . I rr 'L �,+1,e,� 'L........ �,, .rLL rr ��'L F_ 1�_111+1,e� �� r. L: �:� L L L ..... "� L L �Iii �...��....... , I �L �,� . %��"0:1 L r r,r ",z,S�E��I�]]�`, I . r L I Irl._­`,��L ...... _,�L .11, I . . I , .. ,z-., I ., .:r I. _S��,',:�z , I I . 11 11 . �,� . LL 'A: 1,�1- ,%%%r r�r r L.L' �I 4( C3 , LEGEND . LL... 11 r I . L z:, A J:4­�� . '­�Li .L' I L I L �� L L 1 I: , , ,:z�:S,�: �eo, x 11 :L r , L �­ ". .1. � , i�r':L.:::':�: 11 L:L L ,SL; �:,.,:."o:zz:::,z: I� .....r �­ �. r 'L -11, �­'L, L L' ....%........ 1,1 L r,: LL�:r L�r... �.:­­:r .I I I L L L ­. ­ -.4 - __ ..I . L �, o .: I -,% r ,, L rL : % 11 . -.1. ­Irr ­ :�X,",�:��'Z'��� :%���� .­­ I I ]�i:ij::�:�:­ 'r . 'L I - z I :1 L, ­ ­�' 'L 'L r+ ­rr... +�gm,p�yl, I r �i:i L i�"L' �!!�!L L �, L I m"."g,\ -L L,:,,L L.,L L r .. il ' 0 SOIL HYDROLOGIC 'L , �L , L'L .::':�LLL r,r., ��!��L`l ��.­ , � 'L O`SLL ZL�`OSS�0��SO a �,I 1. ,r 'r 11 .. . ­­ I I I L L: L , C L'L I ::+"':L:�:�ZZL _ , + \, I - ----,, 31. , r L L L I , � I I , , L I � � __ I L 11 :�:� L "I . L' . : L �� � \, I j , \ .... L ­�r r , !,_�, L L�:L , - L'L 0 S�,�':­ 11, r r r - ,L L' r'L .. . I� .......r: 1z ­ ' 'r' ']L!' -L . ''I ,, �­�'. �e�,�� Project N o.: I . L L'L L L'L�'L L L r, ,,�L.L�r�:�r:.,,,'��� �LL . I 1,. I I'll�ol 000:,:�z z..........�,,;­,; ".1 I � I L L I to L. L ILL' . �L L , I 11111111% � �, :',z]z]�s�,,�,,. ze�..:::;�, �­ -i ..... . L 1111 LLL LL ' , ii,",m L L,�� �, 4) L : rr,r:,L LL L .........r, I.,� : r.� L'L...L *` ���., Z".'L :�,�L,,�,�k���s I I .'­,�o,�­­�...........r"�­I--1- , 11 I z x ��! " : i,,",� �� I A� � / I I �� + , ,� L I L L L�L,L': :1j: i� � �,,�,�, , , � I+ , _,,, + "+,,�,i�+�, I � _,, ++� ,�\ - � NUMBER SOIL NAME GROUP L�L: : �::L�:��',i,�,.!��� ': . ,,� __�A , ,:�:�:!, L, � � " �_x I �L�:: L. r ,,,,,,­ ` L' " ': L � ii!�,."', " 11- 11 � L,�k���s !1!::�',I"; 16-01-0006 LL r' "t�'l�"l' , ,,L, , L���A�s L ' L��0����LL��k��Z!�'�Z,� ��:: ���� .i:0$:L�� ,, L .....r . // \ I , � L. r.L I -I L L L r 'L I I I ZL: r,"'r',"­11"I I I I I"I'll........ "I'! ­ � I ,,,L :LLL:�LjT� I ,L',o zo Z oZ�z z z S z�z ii�: z I �,z:z ­ I -:L�LL S,.... L L'L'L L V, 0 ARENTS .. 3 I'll L.�� L­­ +" +..",,",�,L !q+,+ L I'll L I � ,L ­.LLL'L I'll, ., �L�:: . 1.11,L +I\` " ,,� + " " ,i� L I � I � I I-11 11 I I :L,Z:Z 11 , : . i�� �­ ­­ LL­"SS�SSS�L 4� �4' 't -. +; 7 , .11,L I L L L'I L -- . L L r' + .� :­.��.4�.r I I ­ I I'll,L .,, L r I 11 I I 11 r _.....,.............. - r 11 11 z, L...Lj,.���j�j�i�� �z�os .r r ,rr�.rr,�� � .����:���:�:������:�:����i�':�:��L�::����:�������� 0a L L 1.11, . L,� .,'r L ,..� ....... � L"l�, ',, .1 I L ,,, , . , 6 , . , L-r - 'L r L ,ZS:,S� " "& , LL ,L L L ,,. ,,r , I , I i� I ,,, . Designed: Drawn: I..&Z��Z��,,�­ZZ,�L'r .� I 1. .r �L L'L r­ ,,,, I—, - L L L L �...��':� .1 - , L IN , ......r,r, 1 L:' ...%%14% ,! :��L:Li'�'.'L,%�� �;�ij "r... L L ,e,�,� L� rri�:�i;%L! % � , i��r:, �L, L,Z 1111-, i��r:,,�� i��r:,,i�. ,�i�. ,,,:r:,L,,'1.' ,,,r:'L',�,.% i�::ii�,.L, ,,,�r:,,�,'.'L,, ,,,r:',, ,,,�r:,,�,"L,,,,. +�j.,ij� �, , ,_ _ , , i��r:,,�,­ A/I ,,,�r:,,�,"L,,,, :f:�'�:�:,':L, L 'r ZL 11 I I I L 4:i:��"�!i j��:!:L��L'LLL:��'�r��'�:�:%'�:�� o ,4, _____�__ = 22 EVERGREEN- L," L� ....L r� I - r�r��j�ryi�r::Ll� g� +, ��, - ",,+ + I I _ - ��-�_0 +1 ::�!j�ii�,�,� L�r�;j�!L:��L�L� - � "r�'. ,:'L:: .��%,: e4:o _7111 z..r',�:�,',�� L L I ii,+$i ��., :�Lj�:�::�]Z -1 , J.E.W. D.C.G. cc *�,,.' .111 'L"I"ii:Z:: �L%L�:Z ,: �!r�,,.,..,' L I S�::�z: ­ ____11 - - \� ::. I '. �",z 111 L L L'.1111, L L . I :� LL .1.1 _­­ I. ,:L L r , � S'­O�L - ---Z:� �� SL LL r� i .I I .+ , ' .+z::�,,ir -r:L,L Z,LiZ:Z:Z:Z���,',OL + I L :�LL ,.:::�.:"",�,',S',Lrr�,�'r'.',LL"LLL".'r LL-L--­­­' +1+9 ,+:a. ix ��"'��j -, di 11 IN, '.1 ­­­- ".,__­...,.:,�:��Z ZS""Z Z Z�.......- ... ­I 'L �e�:�iL� ' ­ -L, . .I .11... r.��...�`�Z.................. 'L - �L'"'L ---I'- ,: ..... L rL L'r r r . ZL:L'LrL 'LL,.;;1,.r r -1 -- + �,� . ,- 11-11 LEO I AA r .LL'L:"� ..". . U,,�,i�i:.�!!!!.ji:, 'L­­........L L' I �Z�4Z:'L .* I_ L���x� 1; 1_� ,_ � L I'll , S�L�'SS�L -S 32 1 L . I I I I #, L L; 11 IL � I.. .11 r );�IV Checked: 0.C.: a" + I 4,A 150 I 11 k �L WE J ... :' r 1;!10 I-7 .+ / Jk +'f : + �:f�I� ��, = -SCONNETT �11,� L I... , _� 1I, __ +, �� - ,111, � � ., ,i -�, - - ��L��­L a " , � �S S � .L'L,,::':L'::,:i�':����r:�:���LZLZL L ,� , ��� __ .4 ­- ,r:�,,::,'r,r L r:�,�,, r, "., .,,�,�,%%M:%�, I - � 7 -�_I 7 [a %A1 ­- L I S�ZOSS�'L 1, L �:�,,jL�'���, �:L r.r r.:.;.,:.,++1 , ,�4�,,�........r..rL -1 _11 1__­ I- �_ LSLLS�LS' � .... 'r : �,jjp . -....... . . +11 A .1 L..... R.C.W. :. :,,.:".r r r L , L L I to , 'L ­ I . 'WL.........��',��i*� , 11�� I* _� '.. �:% r r r _,� , 35 LYNN _I A/D r ',z��j� , ­Z"L,:L�;r ."L'L 11 r 0 1' , - L LL 'L,r]�r��,+��"'*L r �� r� _A__� --- - , ' '. I I ­L:j.� li�,'.'.��,,_���fi,�i.+.e� ,,, �-------�'.__...__.7­ - ,L L,4 r. 1 . r L I L' L:ir�:­ ','��" �+ �::...­ry:�5��...�...� I ___ - - i ft,­L...LL....LL'L ,L r . zm �, ':� : r,r.r.., LEON-BOtILMNF I A/D L� 4 � L :J��L " rr ­_ ­­ _�__%1111 - 1+1 ...... L ' L J ,I , + L, " 0 "L, +� , 71 _ + ,I lli:E::i�`,��!.,Lr%gg _,��r�.L:]�']L;��� 'Lr.­L%�� ". LZ�L:iL L :�:��i: 1111, 2M.- . 7Z�Fg .','#L_%" ­­­­ :: � , r7 :�::�:'�O�L:ji,� L L--" 1!!� L 'rr', � , I L ,W�_ s� , I L.L, 9 1 . I L ,�­ I , ,:z'�j, ,� ...11 I - L,,r..........;....� 'rL­rr +r,+L'­ I I=`­ � 015 v SOILS INFORMATION TAKEN FROM CUSTOM �, ,,���'Lr"!!!!!!Iimji ..... r �LL.r,r�r......L I . L. :: +++ L L L ��L 0*I "00"k, L""LL �.......rr­r"I"01",+...."'...."'',�,Li'r I %:',+:i:v iRL � I ,_Xs­i�::�:j;'�, z: , Z I L' r.r r I L".1 1:1 I I r I I I I I - r �S�L,­,' � - ,i:i!. 1-11, L r r .I,I ......1.I I-- 9 SOIL RESOURCE REPORT FOR DUVAL L r r I 11 r.. L r:r L...1.1. :L,� I;L 0, ,��� r L 'L ,:­%�,��r I.LL, L :-r r L I r ':4", "I r ,:%L, % L I I r L r .r L' L - :1L"%+1 'r...I .: r I I r ' L . . 40L A. .e+ - . :�L r r L r - � ,, ' L `L:_�:��I�+'LZ "_" �, . rl - r 11 LL..L.... .. " , I r L L..... ," rr �r­ ism + " .� ..�� 0 - L L �, I, 7 L L" +� ,, 0 ,, L , .I I I "� :4,,"�� L 1 1. COUNTY, FLORIDA PROVIDED BY THE UNITED I I ,��`ril,�R.,ii:ll ',','�'O';�� - ...N,7�Z', " I N , L L:,o :� L z I I­ Lr ,r",L L L L. L .- 11 L - ­;­ Lr­­��,�.'.:� � =40' � �L,L:�OZO,�00:�::�­LL':LZ'Z,''L"­:'�'��­­"::..............­ L I L --............,' L.:%�%:%L.rL'L',%L L� � .Z-�L�L :L�' ,".",zz��::S­�I . k1m r � � . �0� . ,. L .1 L ­,,", �% "L''­&� I �, . STATES DEPARTMENT OF AGRICULTURE ;g.l�++'.1y , in f ���: . � . ­ .�� m - 11 . �,` +1.+ ", T_ TE ,�:".'��,�'�,��'�"�,�.,�zL'L'L'� ... I , +11,11+1� - WEBSI 11,11 ­,:; "I ­- "I ­­ ­ ....LLL- I L I ... , , 11 11+11111100", r�"��'r�',"_W + 11 L,",! !�- i Zi - ii,1, .LLLL .. - 111,1111111: � 1+: 11" ' '�LLI!jjg -_ - i �.-+,...�,+�- +,_ -- +> i r........�.++1 $\Effl 11001--m-111,111,.",-. 111+:iel 1!;Ii�,,+,� ­ r,L . : , �_., r........,_ ., i : �....... I , - : , r......+,_ :1 -L .. , , : , ,.++�,.+.+_ .. , "I I..,�� gi�.z .....im, : ,..... , 2�ii W,�, ,.4 L .� , ­�.Iii++ M" +++1 I I W �if ++I.-M- - -- Rmmftm�N '+1++ I I o +1 I +111 I -1-mmm-1-211111_�0+111.11��gz,g� I'm I ­�L I 'I'llm-1 �1`ME,W�� I .+ I � I?11 I ,� � , I I 111', I I.��A% . � I I ",_@r + �,,,===�l����L,+.,,.�L+�,.,,.*�,,.,�,, ���� 1111 01m, �,,- , Em"M , , _,��� .�-E.fl-��. S1 Sheet 4 - L _ ,%,1111 , "'Imm DATED MARCH 16. 201 6. I I 1,iw�I.",X'IWI�l _� ' , I " ,,,-7ii ,, , ,, ,t , I I �,, 11 I - , 1� , 6 11 ,, JW , � , " , , , ,m g i,,� -WiVE 1 "L��,,%�r I ,�... ­�'�'%�';r,L .1. .....��.'L'k . L ,.,*r,,�,"g, , +� ­!,�_�,Z%�i::iL: �, , L�,�.�IL I 1: .: 1�z�1. I L�S I I o 11."I �++ I I r.� � L... � ??I 11 I IL. L 1. I � I I I ! I I I r . . . . L I Z00L L I L L , L ' L. ,�:. I I .': , .. I . �. + + M�l ,� I.. "M � Iii . I I IN APPROXI TE LOCATION OF ,E�FM V (u I Rt P EXI NG 6" WATER MAIN v"o70Niaee a02Tw eq f v cin O SANITARY MANHOLE TCP H I-8.88 I SOUTH INV-0.73 <.,..._w....»--^ { - _ cu I WEST INV.-0.72j ..,,,...„...... v -"`. YANHOLE� V Cn �, .3 cn ""'"• - TOP EL s26 � V O O WATER OVER MATCHLINE SEE DETAIL THIS SHEET , 4 '�/ �+- u 0 I EX. SANITARY Au i i i i i i i 4 • 10 (6" MIN. CLEAR) ; u _- •� Q• N (30" MIN. COVER) - 1 �> U H = STaRM�NANr_u.. _._.__.._...._ 1-6" 90' BEND w w 'C EAST INV. - 7 1-6 x4 TEE CONNECT TO EXISTING 6" WATER MAIN VIA 6" TAPPING SLEEVE AND -4" 80' BEND CM& ^0 6" TAPPING VALVE (COORDINATE CONNECTION WITH U�WTY PROVIDER. 1-4� GATE VAL p M E CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING 'n \ 1-2 METER (TOB I TILLED M �7 O u1 Z UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION a BY COAB) �, ONO OF ALL UTILITIES PRIOR TOI CONSTRUCTION) I6AONF4 2-4"x2" REDUCERS �� I n N >• "E" \ 1-TEMPORARY BACTERI OGICAL v m 4' \ In AMPLING POINT #3 _ de p BUILDING 1 " ' N p w \ < 1 6 DOUBLE CHECK &- S N ANHOLE \ - 8.15 t i D CTOR ASSEMBLY > j�' a SWI !•rs .. O a � �C M w \ 1-2" ALL ■ i. 1-4 45 BEND �j D �+• 1-6" INSERTA VALVE _ {, \ VA L IN �,,, _ Z 1-6" PLUG (SEE DETAIL, SHEET l0E) a °� POLYMER OX Q,.. 1-6" 45' BEND Lw � p-a O (CONTRACTOR SHALL USE INSERTA ■ \ VAL\IF Tt�-Au0J0_.. .OSS OF UTILITY ; I 6 PVC (SDR-35) \ \ 1-2" SADDLE W/ CORP STOP O Z E DURING CONSTRUCTION, CDO n ANITARY M Z o LATERAL ATS ' CIn W __._. ^ _.. ^^^ . - . . _._..._._WITH._UIILITY PROVIDE ? ° 1.007L, \ 1-4" 22.5• RENO = a TYP (CO \ 1-6' 22.5' BEND I II INV. &0' MIN. \ C c/Y N V ELOW PROPOSED MANHOLE #3. TYPE "A" '� O w N 6" D 18 WATE'R`MAIN i'I GRADE) PRIVATE C O m TO BE LOCA D 5.0 INSID n STA. 13+256. GL o PRO CT COUNDARY� ;, cn ,,._.. TOP EL b ' r - . ..._ _._.. .^._.. .-^. ._..... _._ _.__ __.... _.__.. __.._ ..^.... ...-. ..._._ _-._.. -^_... _._.. _._ .._..-. ..._. -.._. ...... ^... � ? 1-TEMPORARY • _..^_ .._... ^^^. V. IN 2.97 ( ) _� / u t INV. IN = 2.97 6" N WATER OVER STORM �; �{ BACTERIOLOGIC ( ) m z 6 N GEAR �� PLING POIN INV. OUT EL 2.80 S Q DOG POND ( MIN. ) SAM _ I " -- ------------------------------- --------------- (30" MIN. COVER) � u #2 1" POLY PIPE WATER f- _..._. ._. ^ . _ _.... ....__ _... ....._ �.' nl SERVICE w IL ' \ - --------------------- --------------------� R EXIS NG 6" WATER I I SADDLE Wf � p DOG ',----- BE N PROPOSED II CORP STOP WEST INV.-1.19 z i 0 CL INSERT S AND PLUGS ! u \, l _ 3 ' b °I 68 LF. w ALL WA IN JOINTS ON wINLET Lj ^_ . °► 8 PVC (SDR35I;TM°�3-0.95 U m O W.... _ w O 6 r�IIAIER IN BETWEEN TAPS SHALL BE STRAINED ( II of > \ w PROPOSED WATER MAIN_10, 30" BELOW S i it } a) Z - .._..-.-.-•-.-...--^^^R€^T,AIPIIFI.6•-W,�L-�-^A1VII"•�0' BEND UP TO PASS 1111-- \ i OVER EXISTING SANITARY SEWER In z m z - . 2-6" 90' BENDS �`� It Q o 0 6' MIN. HORIZONTAL SEPARATION BETWEEN II ' I i 6" PVC DR18 < V) TER MAIN AN5 SANITARY SEWER INLET ° FIRE MAIN uJ Lo O 1-6" INSERTA VALVE tl.NW 5'00 n SANITARY OVER STORM o m 1-6" PLUG (SEE DETAIL, SHEEIOE) ' w \\ (6" MIN. CLEAR) 41 SANITARY MANHOLE 70P 0.S3IN OLE (CONTRACTOR ` , (36" MIN. COVER) _ N sn p H TOP -8.93 ::: \ \ v o F'Ul1 OF WATER . 6r 2 -----INV.s_3.43 1-4 22 5 ND INV.W.-4.38 - - -o 0 o c o 0 0 0 PVq-PJQE e ___ _ - " 2.5• BE i 4" PVC DR18 a Q a a a o O '�=t=-------------------------------------------------------- _-- __------------_-- - - - �, a PVGE __. _^....^. _... . _ .. ._...... ..^..W i BENDr �y z z 1 TER ..... . ....... ■ ■ x {? (n CONNECT TO EXISTING 6 WATER MAIN VIA 6 TAPPING SLEEVE AND �` i{ 'p - "� 6" TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY PROVIDER. "' m CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING WATER SERVICE \ UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION SANITARY HOLE - A. { OVER FIRE MAI OF ALL UTILITIES PRIOR TO CONSTRUCTION)NV7 ;3,8.,7 ... IN W.=1.43 :...... ..,^. .^... .,..., ..` (6�� A R R (7 W WATER OVER MARK: '^ EAsrRON T-AtY LVANNOIE. - 36" MIN. COVE ) ( Z EX. SANITARY ELEVATION 17 NAVA. IHOL DAT261 (6" MIN. CLEAR) ■ 56 LF. N F.F. 25 � W O (30" MIN. COVER) 8 PVC (SDR35) ; i CORE AND CONNECT TO EXISTING SANITARY OS = 0.4076 ? ,cP+uG J MANHOLE PROPOSED INV. EL = 1.45 Q 0 (CONTRACTOR SHALL VERIFY SIZE AND MANHOLE #4, TYPE "A" ;, r 1-4TEE O LOCA11ON OF EXISTING INVERTS PRIOR TO PRIVATE 1 N? 1-4" GATE VALVE l SHOP DRAWING SUBMITTAL AND NOTIFY STA. 12+60, 6.0 L \ SADDLE / Z Q _z TOP EL = 7.19 CORP $TOP ;, 6" PVC ' ENGINEER OF ANY DISCREPANCIES) LATERA -� o INV. IN EL 2.52 N INV. IN EL = 1.78 S F.F. EL ^ Al S= I.UUX% TYP. -{ N CL 1 INV. OUT EL = 1.68 W = 8.15 (CO• INV. 3.0 MIN. \; LL O 1 BELOW PROPOSED 1� 8" FIRE HYDRANT W GRADE) ASSEMBLY 0 11..4 REFER TO SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. ' ; _ ~ O 2. CONTRACTOR SHALL VERIFY ALL UTILITY CROSSINGS ON RECORD DRAWINGS. (INVERTS. LOCATIONS. 1-2" BALL w SEPARATION, TOP OF PIPE. AND GROUND ELEVATION) 3. CONTRACTOR SHALL MAINTAIN 6" MIN. VERTICAL SEPARATION WHEN WATER MAIN IS ABOVE VALVE IN "mow M STORM SEWER OR GRAVITY SANITARY SEWER AND MAINTAIN 12' MIN. VERTICAL SEPARATION WHEN POLYMER BOX {t «ter O _ o WATER MAIN IS BELOW STORM SEWER OR GRAVITY SANITARY SEWER. CONTRACTOR SHALL VERIFY y µ- { a B" SANITARY SEWER { ♦ �. ~` ' 1-6" 90' BEND � � � � CROSSINGS ON RECORD DRAWINGS (SEE NOTE 2). 4. CONTRACTOR SHALL MAINTAIN 3.0' MIN. HORIZONTAL SEPARATION BETWEEN WATER MAIN. STORM, SERVICE ( �) SEWER PIPE AND STRUCTURES. CONTRACTOR SHALL MAINTAIN 6' MIN. HORIZONTAL SEPARATION SANITARY OVER STORM BETWEEN WATER MAIN AND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES. (6" MIN. CLEAR) 5. ALL GATE VALVES SHALL HAVE A CAST IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED (36" MIN. COVER) AREAS, CURBS AND SIDEWALKS EXCEPT AS NOTED. 265 LF. N W -� Q Y PLAN SHEETS DEPICT HORIZONTAL BENDS ONLY, CONTRACTOR SHALL CONSTRUCT z 6. GENERALLY, 8" PVC (SDR35) „ ' �- � �� � � ,� (� - z VERTICAL BENDS AS REQUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALL O S = 0.40% F.F. EL BE INCLUDED IN THE BID PRICE. 8'20 ~ N 7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES (LOCATION AND ' ; '` lO = z z INVERTS) AND SHALL EXERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES AND F.F. EL Q Q SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE ARE DISCREPANCIES OR CONFLICTS. _ &20 r & ALL FIRE HYDRANT ASSEMBLIES SHALL INCLUDE A 1-6" GATE VALVE W/ CAST IRON BOX AND 1-2" BALL 1-2. { Z Q o _ zz SADDLE W/ FIRE HYDRANT. (SEE DETAILS) VALVE IN CORP STOP " tl 9. FIRE HYDRANTS SHALL BE LOCATED 3.0 TO 10.0 OFF OF BACK OF CURB. POLYMER BOX1-4 TEE W p LLJ w 10. ALL MANHOLE INVERT ELEVATIONS ARE AT CENTERLINE OF MANHOLE. 1-4" GATE VALVE O m of w 0 11. MECHANICAL PIPE RESTRAINTS SHALL BE USED IN ACCORDANCE NTH TABLE ON SHEET IOE. 12. ALL SANITARY SEWER SERVICE LATERALS STUB OUT TO BUILDINGS SHALL TERMINATE WITH INVERT ` e- W LLJ ELEVATION OF 4.20' MIN. BELOW FINISH FLOOR. , U I■.� 13. ALL WATER SERVICE STAB OUTS TO BUILDINGS SHALL BE TERMINATED WITH A PLUG FOR w CONNECTION BY BUILDING CONTRACTOR. 1" POLYPIPE Z Q -J' WATER SERVICE I - w Q J o m 1-1" STUB FOR HOSE '` - o 1 BIB CONNECTION AT-,, DUMPSTER AREA : \ Q F- \ Vit{ 1-6" 90' BEND - - \ a 3 1 1-TEMPORARY BACTERIOLOGICAL -I { O _.► t <.. oCP+UG { I {{ SAMPLING POINT I i \ CONNECT TO EXISTING 8" WATER MAIN VIA 8"x6" TAPPING SLEEVE C .PROXIG�AIE LOCA OF t AND 6 TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY SANITARY OVER STORM I € ■ r q ' i I € MANHOLE E A r EXISTING 8" WATER MAIN PROVIDER. CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR (6" MIN. CLEAR) I #1. `��,e' e� Ai Ln k EXISTING UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND (36" MIN. COVER) I ? 52 LF. N t PRIVATE r_ aJ Ito ` ELEVATION OF ALL UTILITIES PRIOR M CONSTRUCTION) " ■ STA. 10+40, 5. L O I 1-4 GA VALVE O S UC (SDR35) .40X TOP EL 7.19 n - N E I 1-2" USHING F.F. EL " 4 o � { .. INV. IN EL = 3. 2 (6 ) SE YDRANT = 8.15 ti -A- MANHOLE INV. OUT EL F 15 W t���; � � z �; C��,�' o cn vs _• #2, TYPEa PRIVATE I \ ,8 •,. 1 ; ,cv+uc STA. 10♦92, 5.00' L I R�r!/1J'! +tsass;l liTeT1110%% .2 1 TOP EL - 7.01 I }{ pLq,,,Agt INV. IN = 3.32 (6") S ! l Project No.: D APPROXI TE LOCATION OF � IN WKZL = 2.94 E I 16-01-0006 EXI NG 6" WATER MAIN ' V.I&IM I FIBER OPTIC .r INV.�"�'' = 2.84 N I I I O ABLE RSR Designed: Drawn: - - - - N.A.VA.T9666A1LM --� ' J.E.W. D.C.G. Cr { .... ear Q - - _ -...._ _ _ .. M :......_. t _.. t o ....�.-^-..w...."".w.^.. t ....^^.„....� '� INIDERGROUN _ .-.....,.._. ST1TN1■ANHOIE GAS RISER ,.. ,�v9'€- Checked: 0 C o ` { { TOP E< s2e� mm� -_ m_ ..^ ^ _ . _ �� _ Dat.B.W. R.C.W. - NOVEMBER 12 2015 o { �6ROP INLET �6ROP NLET �i IORATE EL-8.83 I I �GI2ATE EL=8.42 Scale: O �1 \ I Lam_ s6UTH INV.-3.1 59U111 t!.3.24 1"-30' II ATLANTIC BOULEVARD _ .�� SII (100' ROW) co MATCHUNE SEE ABOVE i 1-6" 90' BEND I I Wim; Sheet • 10 4' DIA REINFORCED V N HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS CONCRETE MANHOLE � � M ° HO (NP) 4-' �v LL �,-'i AR Y Sic •3" 4,� 2 3 0 PROPOSED UTILITY �P� �F 11/4" " "o fix CUT OFF PIPE a AT WALL LINE (TYP) / i Vis.' INFLUENT SEWER PIPE •^, v "� J (SEE NOTE#1) O POTABLE WATER WASTEWATER RECLAIMED WATER VACUUM SEWERS .F 6"(TYP.) V M JOINT 21/4' FLOW LOW 06 .., -•�M JOINT JOINT JOINT ,` CONFLICTING UTILITY HORIZ. VERT. SPACING" HORIZ. VERT. SPACING* HORIZ. VERT. SPACING" HORIZ. VERT. SPACING* 2-NON PENETRATING O Lnz :. PICKHOLES (SEE DETAIL) 1 3/8" _ ' ^�; LA N 6' ,. m 3 POTABLE WATER 3' 6., 3' 6'to 10' 12" 6' 3, 6„ 3' to 10' 12" NOTE 2 WIDE NOTE 1 NOTE 2 NOTE 5 NOTE 2 NOTE 2 �— "- 4� �. ' LEVELING COURSE, 12"(MIN.) �' b O m 3, F THICKNESS OF GRANULAR �� N ON O j 6' 3' 3' 3' 6 3 �s �, °'- BACKFILL (#57 STONE) j •• �p o RECLAIMED WATER 3' 6" NOTE 2 NOTE 1 NOTE 1 NOTE 2 3 6 NOTE 2 NOTE 1 6 NOTE 2 F L p R D P``" �':" •E NON-SKID SURFACE IL 3 3 (DIAMOND PATTERN) zo WASTEWATER „ 6' 3' 3' 3' 3' (GRAVITY AND FORCE MAIN) 6 to 10 12 NOTE 2 NOTE 1 NOTE 1 6 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 CONCRETE TO FORM � SOLID CLASS "C" � ,.� M E w PICKHOLE DETAIL O EASY FLOW CURVES - o Of 3' 3' 3' „ 3' ILLER z 3' 3 6„ 3 BRICKS ONLY OAL ALID LLOWED AS " ► C Ln Z E VACUUM SEWERS 3'to 10' 12" NOTE 2 NOTE 1 NOTE 1 6 NOTE 1 6 NOTE 2 NOTE 1 NOTE 2 FILLER, NO RUBBLE. N to 34 1/8"COVER zt LLJ r N GRADE TO 1/2" PER FOOT. ,_ W bo 3 � V so RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A C �oO m a NOTES: � � � O O% (n 00 PERMANENT Cm STRUCTURES 3 N/A N/A 3 N/A N/A 3 N/A N/A 3' N/A N/A 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE L NOTE 1 NOTE 1 NOTE 1 NOTE 1 SHALL BE BETWEEN 900 - 1800 UNLESS OTHERWISE APPROVED BY JEA. m o Q (SIGNS, TREES, POLES, ETC.) N COVER MACHINED SURFACE (SMOOTH) a DOVETAIL GROOVE &GASKET m STORM 3' 12„ 3' 3' 6„ 3' 3' 6„ 3' 3' 6„ 3' (SEE DETAIL BELOW) PLAN VIEW (S-3) c NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 35 3/4" o L SEWERS NOTE 1 NOTE 2 NOTE 1 d 34 1/4" r (FOR SECTION VIEW SEE S-2) a ALL OTHER 3' 3' 3' 8 RIBS 3' 3' 3' 3, 3' UTILITIES NOTE 1 12 NOTE 2 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 MACHINED SURFACE •° o 31 1/2" MANHOLE FRAME & COVER z FINISHED GRADE GROUT o NOTES: r 401/2" NEOPRENE "T" GASKET RING W 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS COVER THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION \; \;'f\ \ \,'\ '"�,/\; : ' \ '\ %\ ,.•� /;,/�/� FOR EACH ADDITIONAL FOOT OF DEPTH. RING W ". 12" NOM, 18" MAX o 0 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. NOTES: ' 0 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT f aaa� aa z z s" i'-8"DIA CONCRETE ADJUSTMENT N F. 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. 2. RING WEIGHT 230 LBS APPROX. GROOVE Sc GASKET DETAIL w ' RINGS OR BRICKS (TYP) L GROUTED IN PLACE 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM 3. COVER WEIGHT 230 LBS.APPROX. a SEPARATION SHALL BE 12 INCHES. s Z w °- 4. ALL DIMENSIONS ARE SHOWN IN INCHES. ? 0 N R E U I ��MENTS FOR 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL W O SEPARATION Q INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. a co CO J WATER AND RECLAIMED G LA I M E D WATER MAINS 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PAR OTHER THAN JEA(SUCH AS PRIVATE SEWER COLLECTION 5" a' DIA f` � •J U WATER, WASTE o SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX A SYSTEMS NOT MAINTAINED BY JEA),THE COVER SHALL INCLUDE _ "SANITARY SEWER" GENERIC LETTERING(NO"JEA"LO O OR NEOPRENE GASKET). x 5'-a'DIA PLASTIC JOINT SEALER Z H z JANUARY 2015 PLATE W-10 g�� (SEE NOTE 4) (2 SEALERS PER JOINT) � W a UJ SANITARY SEWER MANHOLE FRAME AND COVER SLOPE �. o ,*: W 0 0 PER FT. (TYP) v q N w 0 JANUARY 2015 PLATE S-1 s: SOLID CLASS "C" W -=- -- -- CONCRETE W/SOLID o . . FILLER BRICKS ONLY " A. o: ALLOWED AS FILLER REFER TO S-15 DETAIL. W WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES NO RUBBLE, GRADE TO 1/2" PER FOOT. Wm ED THAT"WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL 1. IT IS REQUIRED SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C.AND LATEST =•*x„ `' <>, _...•.,°;.y; .. CONSTRUCT SPILLWAY WHERE ''^^ THE PHRASE"WATER MAINS"SHALL MEAN MAINS, v/ O JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; " " " " " " INVERT OF UPPER SEWER IS FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER. IN ADDITION, MANHOLE JOINT A B' C D ` ` ' ` " =. #` C° ABOVE PAID HEIGHT OF LOWER W Q z LL E "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. INSIDE WALL _ R 7° JOINT ANGLE 53.043 52.543 51.500 52.000 SEWER. THE PHRASE 3 N .._.., LEVELING COURSE, 12"(MIN) O = Z z 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE 48"LD. 5" UNDISTURBED SOIL MIN. - THICKNESS OF GRANULAR = r , W (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, v RMWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER. y� � , BEARING CAPACITY: ��r`�/��,/`f'``.�,�°' /'�' s'�.''.�',/'i�' /,/ .�'��' /�•'` Y,.�'` �,,.{ f, BACKFILL (57 STONE) STO PREPRIMED JOINT 2000 LB/SQ FT. ��\,o��,��\� ��/��%;�\,/��\'� \� \�\\\ \'�\i; Z Q Z PREMOLDED PLASTIC J0114T (n 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) SEALER WITH PROTECTIVESURFACES .` A g IN UNSUITABLE SOILS, W Q' ._'-a SECTION VIEW (S-2) OVER-EXCAVATION IS O m W W Y FEET, AND PREFERABLY TEN(10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR WRAPPER TO COVER ENTIRE `',; u° 8 PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED , ',. OUTSIDE WALL w U JOINT AREA(APPLY JOIN =:' REQUIRED(SEE NOTE#6). Q WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS OUTSIDE WALL C `.` d= (FOR PLAN VIEW SEE S-3) U MAY BE REDUCED TO THREE(3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP SEALER TO TOP AND < ` ; - -��� �...' � AD - 1/8" TYP _ � W � OF THE SEWER (SPECIAL CASE). BOTTOM SURFACES, a, R (TYP) U d REMOVE WRAPPER DURING 4. INSIDE WALL NOTES. 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE ASSEMBLY) v a Z D 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF � N z SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND �,A =; „D„ Q LL Z PREFERABLE TWELVE TO INCHES, ABOVE OR AT LEAST TWELVE(12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LJFTING HOLES AND OUTSIDE INSERTS SHALL BE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. JO NT ASSEMBLY DETAIL "A" " FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. D m U 0 < N O 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF LL } om SEWER WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE BITUMINOUS WATERPROOFING MATERIAL. ~ W THE OUTSIDE OF THE OTHER PIPELINE. 0 o OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW o_ HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. OUTSIDE WALL JOINT CONSTRUCTION DETAIL 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS a H INSIDE WALL 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED `♦ R" WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. "ap=""" """r�ru, cn W ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. EXTERIOR JOINT SEALANT p ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE MEMBRANE (6" MIN) 4. JUNCTION MANHOLE (CLOSEST TO WETWELL)SHALL BE 5' DIA WITH SPECIALTY LINER. � ' CENTERED ON JOINT ~����� N "•a• � o (3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS,STORMWATER FORCE MAINS, OR PIPELINES EXCESS JOINT SEALER 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE (MIN) EXTERIOR JOINT TAPE �_ oo O '' r -TYPE SANITARY = ` Y z o CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE SHALL BE TRIMMED m SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. ' > ALL LIFTING HOLES (INSERTS) (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. tW I - < FLUSH TO INSIDE - a� e,1 of rn SURFACE SHALL BE FILLED WITH �= F- G 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE(3)FEET FROM ANY 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, Z-2 � �.� n ` a R PROPOSED STORM SEWER STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST NON-SHRINK GROUT AND % `r 9 EXISTING O ? p OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24 (AT A MIN.)AND BACKFILLED WITH *,, 'by • P, � N tm THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT a� COATED WITH BITUMINOUS AASHTO CLASS A-3 SOIL(COMPACTED TO 98%, ASTM D1567) OR OVER-EXCAVATE AN ADDITIONAL 12 (AT A MIN.) 3 LEAST SIX(6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE WATERPROOFING MATERIAL Q AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SANITARY SEWER OR WASTEWATER FORCE MAIN. COMPLETED JOINT DETAIL Project No.:'ta:raapa:•• G 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM Desi16gned: 06 ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER ca MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE raven: CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, SANITARY SEWER TYPE "A„ MANHOLE J.E.W.J Cr PRIOR TO CONSTRUCTION. PRECAST SEWER MANHOLE JOINT DETAIL Checked: oR.C.W. c „ " Date:NOVEMBER 12, 2015 r NOTES ON UTILITY SEPARATION REQUIREMENTS JANUARY 2 15 PLATE S-17 8 '21 SEWERS o Scale: �, JANUARY 2015 PLATES S-2, S-3 PLATE W-11 JANUARY 2015 Sheet 10 • �U A LOCATE WIRE SHALL BE PLACED ON SERVICES 1 OFT OR GREATER. MJ TEE OR HYDRANT TEE �"', 1 O (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL 90° BEND (TO BE SMOOTH HOSE BIBB V M u SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) REMOVED) (TO BE REMOVED) ~~ w en ._ •� 3/4" RODS (24" LONG MIN) Q,� V .O O 3 OR 4 SERVICES (SEE NOTE#5) 5 OR MORE SERVICES (SEE NOTE#5) 30"MIN. '� Qe-n ca. u O WATER SHALL FLOW 4) 'O 2' 4" D.I.P. MAIN (MIN)WHERE V 2, 7 1/2'JEA ELECTRICAL f STRAIGHT DOWN .,�. 2' EASEMENT METER W/ MULTIPLE TAPS ARE 6 PIPE Z 1 (NOT ANGLE) V .0 CURB STOP_CONSTRUCTED _ 00 O „tEn 0 RNV 15'MAX 20.7 0'MAX O 04 o = -- - --� -- - - - 1 POLY F. 3/4' RODS ALONG FIRST 15 LF FINISHED GRADE Q� ,� �O = 1" POLY TUBING WP'Y" 1" MIP PACK FROM HYDRANT (NOTE#2) �' O rr1 Z 3 FITTING JOINT COUPLING \� % �' "\ \ \ \ \f A. O 6" M.J. GATE VALVE (RESTRAINTS REQ.) I. 2'-s" �I \� � �� �� � , ' ./\� � �, ,\ .�. MULTI-SERVICE"Y" POSITIONED NEAREST TEE FITTING ® \ \{�\` �\3 /�� �`\%®\ \',�\..\��!�\ ��\f ,\f _ Art m (2" FIP INLET AND 3 = O V 1Y" POLY TUBING OR 4 1" FIP OUTLET) MECHANICAL RESTRAINT REQUIRED (TYP) •a cn L LONG-SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH PIPE Y" SIZE MIN.) (TO BE > � Enw a WATER MAIN ( O C �, M POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A REMOVED) ROUTE TO p �,, •, MIN. (NO GLUED TEES) PLAN ROADWAY SHOULDER IF �C .� O zo REQUIRED (SEE NOTES) cn E o w 2-POLY TUBING , BUSHING IF REQ. TO BE REMOVED ► AA O z E PROVIDE RAISED PAVEMENT MARKER ( ) Z 'ROADWAY C 7: (SEE NOTE#6) 1 THREADED PLUG (TO BE INSTALLED AFTER ON \p ¢ w o� SADDLE.W/CORP . . . Ln 2„SADDLE W/CORP STOP. ” Lu STOP'(TYP) BACTERIOLOGICAL CLEARANCE IS RECEIVED) C N �V m 4" G.V. (MIN) 3-WAY FIRE HYDRANT PUMPER NOZZLE B •C \0 O N T MAX(SEE NOTE#4) TO FACE CL OF PAVEMENT 900 DEGREE BEND (TO BE REMOVED ) 5 0 O\ O N (SEE NOTES#3 &#4) 1" CORPORATION STOP CONNECTED , N CL WATER MAIN SHORT-SIDE WATER SERVICE WATER VALVE BOX DIRECTLY INTO SADDLE (TO REMAIN) m z Q POLY TUBING(1" MIN.) (COVE PAINTED YELLOW) r METER BOX LOCATION 2' WATER METER BOX(TYP) BREAKABLE FLANGE z °1 (NEAR UG ELECTRICAL LOCATED(1"MIN.)ABOVE FINISHED 1"WATER SERVICE SADDLE L BOX, NOTE#1) 2 7 1/2'JEA ELECTRICAL EASEMENT FINISHED GRADE GRADE (TO REMAIN) (NOTE THAT OUTLET, w AT 3:00 OR 9:00 POSITION) o a - - - R/VV f ^`^ ;_ WATER MAIN (SIZE &TYPE VARIES) a 10'x10' JEA ELECTRICAL �� 5 " EASEMENT_W/UG_ELECTRIC________ ` NOTES: w c BOX OR DRAINAGE T RNV: RIGHT OF WAY LINE 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY o O T EASEMENT(NOTE#3) P/L P/L: PROPERTY LINE LOCAT= WIRE IF REQUIRED = SHOULDERS (NON-TRAFFIC AREAS). 5' P/L LEAVE DRAIN o > } (SEEN TE#1) HOLES OPEN o W 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), a DOUBLE 1 WATER SERVICE BARE WIRE DEAD-END w (NOTE#1) AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 0W mw (SEE NOTE#6) - Q 3. PIPE AND FITTINGS SHALL BE PVC (SCH.40)OR GALV. MATERIAL. w 1 > N NOTES: T a N 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A w 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY SAMPLE TAP BY ALTERNATIVE METHODS(SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. (u m 41 VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W 7. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL o LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. a a a�4� <1<1 Z z 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU, CLAY OR ST. JOHNS COUNTY),THE METER BOX SHALL PROVIDE FILTER FABRIC (MARAFI 700X, 140-S HYDRANT SUMP BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE OR EQUAL)TO TOP AND ALL 4 SIDES. 2'-$" TEMPORARY SAMPLE TAP Ln PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) _ INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA,THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE SECTION JANUARY 2015 PLATE W-25 It LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4,AT A MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOXAND TOP) . SET TOP OF BOX AT NOTES: W Q a FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, z COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO TH ABOVE PRIOR TO CONSTRUCTION. THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS,,SHOWN ABOVE. THE END OF THE WIRE SHALL BE W0 O SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. W 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT J O OUTSIDE THE EASEMENT AREA. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND.1ACE OF SlpEWALK AND NOT WITHIN SWALE/DITCH Q AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENI"�PACK OF 4,URB AND FACE OF SIDEWALK SHALL BE IN Q 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETMEN THE SERVICES SADDLE AND THE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS A�PPROVEDIBY JEA AND APPLICABLE PERMITTING i Z Z METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 '/2'POLY MAIN SHALL BOCATED CENTERED AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E. THE PUMPER NOZZLE) THE W BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH. IF LOCATE WIRE MAXIMUM DISTANCE(BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS 2"CURB STOP - FIP Q W a IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX(W/PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS (SEE NOTE#2) 0 O CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND).ALL EXCEPTIONS TO LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED tT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). W U THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH AIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE JEA STANDARD WATER 0 RESTRAINED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS) STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES METER BOX FOR 1" METER W/ 2" POLY WITH BRASS FITTINGO � o 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE(D.I.P.)WATER MAIN EXTENSION W/LOCATE REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL U WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. HEAVY DUTY IRON LID. CLOSE NIPPLE Q SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA,A WATER MAIN LOCATE WIRE PIG TAIL END O EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT (12" LONG) _ 2" BRASS, 90° ELBOW& PLUG � DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. a_ CONSTRUCTED, THE HEADER PIPE SHALL BE 4"AT A MINIMUM. EXAMPLE: CONSTRUCT A 4"MAIN D.I.P CROSSING THE STREET w FINISHED GRADE FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"X1"SADDLES AND 1"CORP STOPS(NO GLUED TEE FITTINGS).THE PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND m 4"OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. REPAINTED(RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED. °\•\\�r��\/\�°°\\°,\\`r�� �\i�� g�� ,V r' � W \ .�\ J O 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. vJ 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY Q O IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA. THE z 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME . CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE LOCATE WIRE 0 �' N USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. (SEE NOTE#4) = Z o W Q 8. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. _ 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS s 0 xR Z Q 0 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN5v� O z — _ A MIN. OF 10' FROM THE POTABLE WATER SERVICE,AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. 2�� POLY 15" CRUSHED ROCK W `` U) APPROVED OTHERWISE BY JEA. y 2" CORPORATION STOP .. OR GRAVEL BELOW BOX 0 o Y WATER SERVICE INSTALLATIONS FIRE HYDRANT INSTALLATION � � v AND SMALLER METER USING MECHANICAL JOINT TEE t v a 2 W JA UARY 2015 PLATE W-13 2" 90° BRASS COMPRESSION ~ Q Z JANUARY 2015 PLATE W-1 FITTING ELBOWS (TYP.) � O U WATER MAIN TAPPED PLUG (IF NECESSARI L'Im - UNIT PRICE PAY 8UANTITY d N O G1 `eo�oe►ue +rrhr4yr d NOTES: a`ti`�` € °°ji c 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. �, �. • `'--� o o LL S cn 0 2. THE 2" CURB STOW SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS. =, cwN A. 3. ANY RECLAIMED TER VALVE SHALL HAVE RECLAIMED EMBLEM. _ Eo .A.T ,; ° I-- :. ' 4. LOCATE WIRE FOR 0' OR GREATER IN LENGTH. dyp .. a siJo>vr N os 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. Q � .......�r�'' ,.r3�Ar••d6dHfledlleeYe`i193U�11�� C 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. o� Project No.: 16-01-0006 FLUSHING VALVE BELOW GRADE Designed: Drawn: J.E.W. D.C.G. Checked: O.C.: C7 JANUARY 2015 PLATE W-28 T.B.W. R.C.W. 0 Date: 4 NOVEMBER 12, 2015 T 1 r Sheet 10C o E V � N 5-7 HEALTHY FRONDS V M V MINIMUM. TIE FRONDS WITH W bq. P L A N T S C H E D U L E BIODEGRADABLE TWINE. HEAD i TO REMAIN TIED UNTIL PALM o o QTY ABV BOTANICAL NAME COMMON NAME SIZE SPACING ORIGIN CANOP VALUE LEGACY VALUE la PUSHES IT OPEN. 4- u�O 5 LAYERS OF BURLAP V Q. Qj 3 AR Acer rubrum 'Florida Flame' Red Maple 4" cal/ 12-14' ht. As shown Native No 24" 31/ SECURE BATTENS WITH 2- 4" 13 LI Lagerstromia indica 'Tuskegee' Crape Myrtles 3" cal/8' ht. min./3 min. multi-trunk As shown Exotic No 39" STEEL BANDS TO SECURE BATTENS STEEL BAND 0 --� DURING PLANTING PROCESS 23 QV Quercus virginiana Live oak 6" cal/ 12-14' ht As shown Native Yes 276" R NOT NAIL BATTENS TO PALM TRUNK. HEIGHT OF BATTENS TOE NAIL SHALL BE LOCATED IN RELATION t� s1 Bald cypress 6" cal/ 12-14' ht As shown Native Yes 468" TO THE HEIGHT OF THE PALM. ,_.a -,0 E c 39 TD Taxodium distichum y TOTAL 807" >> o IA Z 3_ 3-2X4 WOOD BRACES STAKED WITH A VO Viburnum obovatum Walter's Viburnum 24-30" ht/7 gal 3' OC Native GRADER" STAKE PAD BURIED 3" BELOW GRADE. 0 111 136 AVOID CONTACT WITH TRUNK % N O L� C4" OF SAND PLACED ON BACKFILL N •• \0 O •L SOD St. Augustine floratam St. Augustine b 0. io FINISHED GRADE Z � I 'i O LOU E PLANT SO THAT TOP OF ROOT BALL C M Z IS EVEN WITH THE FINISHED GRADE PULVERIZED SOIL BACKFILL ON- = Gf1 F- I: FINISHED GRADE AT ME OF PLANTAPPROX. 1" TIINNG.VE ALL ROOT BALL COVERING Ill N � � 2 X BALL DIA. MATERIALS SHALL BE TLY .� o O V m REMOVED BEFORE PLANTINGNTING eo C PALM PLANTING DETAIL N N.T.S. T p M Z 00 DO NOT CUT LEADER Q PRUNE DAMAGED IMMEDIATELY PRIG WOOD ~ O TO PLANTING AS DIRECTED W .E- 00 800 oot BY THE LANDSCAPE ARCHITECT Of 0° PROTECT TREE WITH BURLAP a 0_ W 2"x4"X8'-0" STAKES 0O (3 PER TREE) O ORANGE MARKER FLUORESCENT 0 0 MULCH, 1" DEEP ON ROOT ZONE > >_ � ON BRACE0.1 Z ll&3" BASIN FOR WATERING. Q 1" WIDE MIN. Z NYLON STRAPS MULCH, 3" DEEP O (3 PER TREE) STAKES 18" SET CROWN OF ROOT BALL 0'-2" BELOW GRADE ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. m N 41O v � 0 BACKFILL WITH PLANTING SOIL. a a a � a a Zo Z O i SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA N } y MULTI- TRUNK AND SMALL TREE (2' cal. and under) PLANTING DETAIL z Q GENERAL INSTALLATION INSTRUCTIONS 2.2. Soil pH 15. Contractor shall provide mulch for all newly installed landscape areas. Provide a N.T.S. Q Z 1. Contractor shall furnish all labor, materials, and insurance to complete the work as 2.3. Nutrient content minimum 6' diameter mulch ring for all installed trees. Provide uniform coverage for all J 0= landscape beds at the specified depth maintain at least 6" clearance from all woody DO NOT CUT LEADER shown in the plan. 2.4. Recommended amendments trunks and stems. 0 PRUNE DAMAGED OR DEAD - 2. Contractor shall locate and visibly mark all buried utilities prior to construction and notify TO PLANTING AS DIRECTED 0 WOOD IMMEDIATELY PRIOR O 3. Contractor shall furnish a copy of the soil report(s) along with the contractors 15.1. Mulc, i shall be pine straw. 0000 000 0 0� BY THE LANDSCAPE ARCHITECT CL the landscape architect of any conflicts. recommended amendments to the landscapearchitect and the owner prior to initiating ,. F.. 0 00 0 3. Contractor shall demolish and remove from the remises all pavement, sod_ and other 15.2 Mulch shall be min. 2" uniform depth. X00 PROTECT TREE WITH auRLAP Q z p p plant installation. Contractor shall not initiate plant installation without a written or verbal V o materials required to implement the plan. response from the landscape architect or owner indicating receipt of the report and 16. Install sod or seed, as specified in the plans, according to the florida department of 8 �Jp li O _�1 "WIDE MIN. NYLON STRAFING O 4. All work shall be completed in a timely manner and in accordance with standard industry agreement with the amendment approach. transportation standard specification section 570 performance turf AT EQUAL SPACING (3 PER TREE) U practices. (http://www.dot.state.fl.us) unless otherwise stated herein. 0 0 of p 4. At a minimum, contractor shall provide 5-8 percent organic pine bark compost uniformly 0 0 MULCH, 1" DEEP ON ROOT ZONE Z O 5. Contractor shall coordinate a work plan with the owner or agent and the landscape throughout the planting soils prior to plant in tallation. Do not apply synthetic fertilizer to 17.`lll;ktor shall provide certified, healthy sod, free of weeds, disease, fungus, insects, or 3" BASIN FOR WATERING. w architect prior to starting work and shall comply with all state and federal requirements any planting area without the approval of the landscape architect or owner. nematodes. MULCH, 3• DELA Q J � 0 for work safety. 17.1. Sod shall be: /--�1/2"x2' FLUORESCENT 0 ORANGE MARKER 6. Contractor shall provide all required permits and associated fees to complete the work. PLANT INSTALLATION 17.1.1. St. Augustine 'floratam' a SET CROWN OF ROOT BALL 0'-2" Ill 7. Contractor shall coordinate an approved staging area with the owner prior to starting the ABOVE SURROUNDING FINISH GRADE. pp g g P 9 1. Install all plants according to sound nursery practices and shall follow ANSI A300 18. Contractor shall provide plant maintenance during the construction period through final UNTIE BURLAP FROM BASE OF TRUNK. m work and shall maintain a clean and orderly site throughout the construction period and Transplanting Standards (LCD6.06.02.C2). acceptance and the owner shall provide maintenance during the warranty period TRIM AS NECESSARY. O 2. Contractor shall verify and determine all fine quantities based on the plans prior to final acceptance, 2"x2"x2• STAKE. TOP TO BE shall properly dispose of all trash and removed materials. following ptance, unless otherwise specified in the contract documents. 2" MIN BELOW FINISH GRADE W J J I- 8. Contractor shall proceed with approved work in an orderly and timely fashion. bidding and pricing. In the occurrence of a discrepancy between the plans and the plant BACKFILL WITH PLANTING SOIL. L Q z 9. Contractor shall prevent offsite erosion, both by wind and rain, during construction using list, the plans shall take precedence. TREE AND EXISTING VEGETATION PROTECTION -•SEr ROOTBALL ON UNDISTURBED SOIL F' Ln adequate means such as silt fencing, hay bales, and drain socks. 3. All plants shall conform to the specifications on the plant list or plant schedule. 1. Contractor shall ensure protection of exiting trees and vegetation prior to all clearing or 2x BALL Ill O = w a 10. Contractor shall provide all new materials in first quality condition. construction activity using a tree barricade as specified in florida department of (2 Cal. and over) = o 4. All plants shall be florida no. 1 grade or better according to the florida grades and " 0 Cj 11. Substitutions shall be rejected unless approved by the landscape architect prior to standards handbook. transportation index number 544 landscape installation (http://www.dot.state.fl.us). A LARGE TREE PLANTING DETAIL Z Q Z silt fence may serve as a barricade where such measures are required and provide full � W (0 of installation. 5. All plants shall be nursery-grown containerized or b&b stock. protection of the critial protection zone as defined in index 544. N.T.S. LU A"kit7l��;ASSPECIFIED 0 m Y 12. Contractor shall repair and/or replace at contractor's cost and in an expedient manner 6. All plants shall be in good health, vigorous, evenly branched, and thickly foliated when in U any utilities, pipes, conduit, cables, fences, pavement, plant material, or any other 2. Ensure protection for trees and plants to be preserved within the project area as leaf. All plants shall be free of disease, inse ts, including eggs and larvae, as well as specified in the plans and along the project boundaries. � W -dexisting property within or abutting the project site damaged by contractor during the have a health develo ed roots stem. The should also be free of h sical dams e or rY� P Y P Y g CH, 3" DEEP � J3. Notify the landscape architect prior to any construction activity where protection cannot SPEC.) wcourse of the project. adverse conditions that would prevent thrivin growth. be provided or must be modified to due to conflicting construction activity. Q 2 Z 13. Contractor shall notify the owner and landscape architect at least one week in advance 7. Plant material, tree locations, and bed outlin ,s shall be staked or fla ed on site b the KFlLL MIx ogg Y for a substantial completion inspection. The landscape architect shall provide a punch list contractor and shall be adjusted as required to fit actual as-built conditions on site and 4. Notify the landscape architect prior to site clearing and construction of any trees orJ otherwise valuable plants not noted on the plans that may warrant protection, especially o to the contractor outlining items to be completed by the contractor. Contractor shall approved b the owner or owners representative prior to installation. SPACING VARIES large trees located on adjacent properties whose roots and canopy occupy space within ACCORDING TO Q >_ complete punch list items in timely manner before calling for a final inspection by the 8. Unless otherwise specified, all existing plant material within the areas of new g i P P Py Py P SPEC LIST Q owner and the landscape architect. the project area. + w construction as shown on the plans shall be removed and properly disposed of off of the o_ 14. Final payment for the work shall not be issued until a final inspection is completed and project site. Plant material outside of these areas shall remain and shall be replaced with _ approved b the landscape architect and/or the owner. IRRIGATION INSTALLATION pp y like kind if killed or damaged via landscape i stallation activities (see general installation 0 15. All work shall be warranted against defects and failure for at least 1 year following the instructions and tree and existing vegetation protection). 1. Contractor shall provide a double-check backflow preventer equal to a DCA-100 (or g approved equal), mounted in a rectangular valve box on the serving side and adjacent to SHRUB / G OUNDCOVER Ilk final acceptance. 9. Planting beds shall be cut or edged to form a uniform, clean line between beds and lawn the meter. SPACING / N11NG DETAIL m^* 0 16. Contractor shall clean site of all construction debris, materials, and trash. Disturbed areas. _ irrigation I 0 _R 103 za e H areas shall be fine-graded and landscaped according to the lens, or sodded with: St. 2. Contractor shall submit an as built plan of the installed r igation system, location of all N.T.S. o ,- g p g P 10. Remove all s ntaetic material and remove burlap and wire basket material from to Y3 of o y P P components and sleeves to the owner (and municipal authority if required)following ? o_ a Augustine floratam . Site must be clean and neat before a final acceptance and payment root ball prior to backfilling. �, will be issued. installation. MULCH, r DEEWATERINRGOT ZONE V) 11. Shade trees shall be planted a minimum of feet from any edge of pavement and 15 o N FOR c3. Contractor shall furnish all warranty, maintenance equipment and operating instructions. ,�o o feet from overhead electric as measured from the at-grade centerline (refer to local o e o 9MULCH, 3" DEEP °' SOILS provider to verify specific requirements). 4. Contractor shall show owner or maintenance superintendent how to operate the 0� SET CROWN OF ROOT BALL 0'-1" Project No.: •0 controller, operate the system manually, shut system off, adjust heads and sprays, and ABOVE SURROUNDING FINISH GRADE. 16-01-0006 0 1. Contractor shall minimize soil compaction to all new planting areas by limiting access to 12. All plant material shall be warranted for a period of one year from the date of final provide any other critical and helpful information needed to properly operate and PLANT MATERIAL SHALL NOT BE Designed: Draw: those areas designated for planting purposes only. Contractor shall not store, clean, or acceptance of the work and not the date on rohich it was installed. - eo maintain the system. AFFTTENR PLANTS HrAVE E"INSTALLED, M.C.H. M.C.H. Q empty equipment or materials within any area specified for preservation or new plant 13. Contractor shall provide all fine surface grading preparation for planting and shall EACH PLANT SHALL BE PRUNED Checked: O.C.: installation. FOR UNIFORMITY. T.B.W. R.C.W. c maintain all finished grade requirements according to the plans, and ensure positive 0 2. Prior to plant installation, contractor shall conduct a soil test in at least three locations on drainage. Report any drainage problems associated with finished grade or finished soil BACKFILL WITH PLANTING SOILDate: c the site that best represent the plant distribution and conditions shown on the planting characteristics to the owner and the landsca pe architect. 2x BALL DIA. SET ROOTBALL ON UNDISTURBED SOIL NOVEMBER 12, 2015 Scale: plan. The soil test shall be conducted by an independent laboratory qualified to test soils. 14. Coordinate construction of planting areas wi h installation of irrigation system as w The test shall be conducted to determine: UB PLANTING DETAIL specified. 2.1. Soil typeSheet 14B N.T.S. 10 V E V M V tu C- .O 3 M w VO cu ,Z Mo .. � M f E .-. Ln N m = p "1 c N 0 LU fv 'L `iL Y/ d a O C M cc ir 1 ir rVI Ir�.l .e p, O E Dow- 0 � z C? Z x Go L c Q CNNV (If W _ 0 N m 0 c � 0 � O ,a Q *' U CATmLANTIC ACH FL L o z d LLJX C: v 0 O Q N z O Q U W O l a_ o W W > (n PREPA RED m FOR 0 W � o 0 TRIBRIDGE RESIDENTIAL aaaaaaz z � 1575 NORTHSIDE DRIVE , - Q BUILDING 100, ITE 2 m0SU 00 wO .R W ATLANTA, GEORGIA 303130 - N367=6523 W�� W PHa E . 404 > 0 U 0 0 O V W W U O a W W F- 000000 O ~ ` LL Z H,W Emd iuj Z o }a{ _ ., L ODL �" _ W in W UJ ggj '` ._.. i W t .t l t . Q z V 1 .„;,",_...... ...,Z y„c-S."y��p k. �# ...%" { ,r' t ,t .t..i....,` 1l•tee 1�.- .... i } .w .....— F y .. PROJECT LOCATIONLd 4 v x x Z 01 DRAWING INDEX Q F' M � z x x o„. SHEET NUMBEIR SHEET TITLE }„ � - IH F” Ar..y til COVER SHEET o r �;:.�' �` � ���' � �_,,���° •� � 2 ENERAL NOTES �'� ,• °• ''•r � �- r }.�_ � � � ���'M .�����:�� PlanningEngineeringLandscape Architecture � � � .� N q 3 , . r t £Tex= 3 SITE PLAN _ N c� :: t` MM'4 ,f tea F. x 4 FRE—DEVELOPMENT DRAINAGE PLAN k€ t. � .` 'tom=x "� ROHEMM"R0 = DEVELOPMENT va C' a M , � � Lam.= EMPI 10060 SKINNER LAKE DR. SUITE 500 u �.� xYx a, I „ t � � 6 PAVING AND DRAINAGE PLAN — T DRAINAGE PLAN � '> � o JACKSONVILLE, FLORIDA 32246 F`'ada • � °0 € ` � � _ ,�. 904 265-3030 FAX. (9041 265-3031 � � WATER AND SEWER PLAN .L \ \ / , t f. 3Gaa 8A 8C PAVING AND DRAINAGE DETAILS Project No.: o VICINITY MAP 9 POND MODIFICATION SECTIONS 16-01-0006 C.A. NUMBER: 3650 L.A. NUMBER: LC26000311 Designed: Drawn: 10A — 10E ': WATER AND SEWER DETAILS J.E.W. D.C.G. a www.cwieng.com 11 CLEARING AND SEDIMENT AND EROSION CONTROL PLAN Checked: O.C.: T.B.W. R.C.W. 0 12 STORMWATER POLLUTION PREVENTION PLAN Date: 13A — 13B TREE MITIGATION PLAN NOVEMBER 12, 2015 0 c Scale: `.° 14A — 14B ILANDSCAPE PLAN 1” Sheet GENERAL NOTES: V 4-0 N o u M u 1-� bO 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF 25. CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY. UTILITIES, DITCHES, AND BERMS INCLUDED IN 4. ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS / EASEMENTS (PUBLIC OR 21. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN i c CITY STANDARDS (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS AND THE THIS PROJECT, AND THE CLEARING AND G UBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE PRIVATE) SHALL BE TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK. EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL V i= "' M REQUIREMENTS OF OTHER AUTHORITIES HAVING JURISDICTION. THE WORK SHALL ALSO BE PERFORMED CONSIDERED AS PART OF THE PROJECT. TELEVISING OF DRAINAGE UNE SHALL BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY TO CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER � � �+- u O AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL 26. CONTRACTOR SHALL SCHEDULE A PRE-CCSTRUCTION MEETING WITH THE CITY OF ATLANTIC BEACH VISUALLY IDENTIFY PROPER CONSTRUCTION OF ALL JOINTS AND PIPE ALIGNMENT. A VIDEO TAPE SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS V v aj . 0 EXPLORATION BY EWS do ASSOCIATES, INC. (DATED OCTOBER 26, 2015). THE MORE STRINGENT PUBLIC WORKS DEPARTMENT BEFORE MOBI RATION FOR CONSTRUCTION. SHALL BE PROVIDED TO THE CITY UPON COMPLETION. TELEVISING OF THE DRAINAGE LINES SHALL AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. C2, �_ SHALL BE USED. BE PERFORMED AFTER PLACEMENT OF THE BASE MATERIAL AND PRIOR TO FINAL WEARING SURFACE •^'" c� V OF ROADWAY. CITY APPROVAL OF TELEVISING SHALL BE REQUIRED PRIOR TO PLACEMENT OF FINAL .r 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF 27. IT IS THE CONTRACTOR'S RESPONSIBILITY AT CONSTRUCTION BE IN ACCORDANCE WITH ALL WEARING SURFACE OF ROADWAY. 22. CONNECTION IS CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE THE N O O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES CURRENT CITY OF ATLANTIC BEACH STAN ARDS AND SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS = TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF COPY OF CITY STANDARD DETAILS AND SPECIFICATIONS FROM CITY OF ATLANTIC BEACH AS WELL AS 5. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER-WRAPPED. PROJECT. / tv MO-0 S THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE A COPY OF JEA STANDARD DETAILS AND PECIFICATIONS PRIOR TO BEGINNING CONSTRUCTION. p� `'M E y FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 23. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER LINEI M 6. CONTRACTOR SHALL REVIEW, CORRECT AS REQUIRED, STAMP WITH COMPANY STAMP AND SUBMIT ALL SHS- BE VIDEO TAPES. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A $ \ Z 3. 100 YEAR FLOOD PLAIN BASED ON FEMA FLOOD MAP NUMBER 12031CO408H EFFECTIVE JUNE 3. 2013- 28, CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF "RECORD DRAWINGS" FOR COJ REVIEW AND SHOP DRAWINGS ON ALL MATERIALS TO COJ AND ENGINEER AND OWNER FOR REVIEW AND APPROVAL FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH THE PERTINENT DATA SUCH AS r L N �• PRIOR TO FABRICATION AND PURCHASE FOR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. DISTANCE BETWEEN MANHOLES. LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER 4. TOPOGRAPHIC INFORMATION SHOWN HEREON TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY m APPROVAL RECORD DRAWINGS SHALL INCLUDE BENCHMARKS. AND ENGINEER PRIOR TO THE ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE = Wq SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITEMS SHALL BE � ~ BOATWRIGHT LAND SURVEYORS, INC.. DATED JANUARY 19, 2016. 7. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED = V O c 29. THE CONTRACTOR SHALL CLEAR AND GRADE PROPOSED ELECTRIC EASEMENTS TO FINISHED GRADE. TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE, ALL REPAIRED SECTIONS MUST BE �Cu O w CL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID CONTRACTOR SHALL PROVIDE AS-BUILTS 0 VERIFY R/W GRADES PRIOR TO INSTALLATION OF PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. RE-INSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 5% OF � � FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK ELECTRICAL CONDUITS OR ELECTRICAL LIN"S. NOMINAL DIAMETER. INFILTRATION AND EXFILTRATION TESTING OF GRAVITY SHALL BE IN AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE 8. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES H-20 LOAD BEARING, UNLESS ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 z PERFORMED, AND THE EQUIPMENT. LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT 30. THE JURISDICTIONAL WETLAND UNE, WE ND IMPACTS, WETLAND MITIGATION AND UPLAND BUFFERS ( GALLONS PER INCH DIAMETER PER MILE PER DAY. PIPE DEFLECTION SHALL NOT EXCEED 80% OF THEAS DEPICTED ON THESE PLANS MATCH THOSE SHOWN ON PLANS SUBMITTED TO AND APPROVED BY -.40-0o OTHERWISE INDICATED). RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS MANUFACTURERS MAXIMUM DEFLECTION RATING. ALSO URGED TO TAKE COLOR PHOTOGRAPHS THROUGHOUT THE PROJECT AREA TO RECORD EXISTING THE ST JOHNS RIVER WATER MANAGEMENTDISTRICT. m1 M E w E CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS 9. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND 24. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH WORK SHALL BE STOPPED AND THE S n1 Z I!tm THAT MAY OCCUR DUE TO CONSTRUCTION OF THE PROJECT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, C Ln ui FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN bfJ 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR 10. ALL INVERTS IN DRANAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN THE CONTAMINATED AREA. THE DUCTILE PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY C N V `O ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH FDOT #57 STONE. SOLVENT NOTED. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN C O t m N MATERIAL REQUIRED TO BE REMOVED AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW IMPERMEABLE MAY-AND COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE c THAT WILL BE REQUIRED. 11, UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE NOTIFIED AND THE CONTAMINATED SOL HELI) FOR PROPER DISPOSAL L- 0 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE OWNER FORA REMOVED AND REPLACED WITH SELECTED BACKFILL. PROPERLY COMPACTED. 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (AND CITY OF ATLANTIC BEACH) ON N PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. ALL STRUCTURES AND MATERIALS FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR DIM ANDEROSION NO 12. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC IN m ACCORDANCE WITH FDOT SPECIFICATIONS. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. Q m 8. ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988). 1. THESE PLANS INDICATE THE MINIMUM ERO ON do SEDIMENT CONTROL MEASURES REQUIRED FOR THIS ACCORDANCE WITH FDOT STANDARDS AND SPECIFICATIONS. a PROJECT. FOR ADDITIONAL INFORMATION 0 1 SEDIMENT AND EROSION CONTROL REFER TO "THE 26. D.E.P. PERMITS SUBMITTED THROUGH THE DEPARTMENT FOR PROCESSING SHALL BE IN CONFORMANCE w 9. BOUNDARY SURVEY AND WETLAND INFORMATION AND LINEWORK BASED ON SURVEY PROVIDED BY FLORIDA DEVELOPMENT MANUAL-A GUIDE 10 SOUND LAND AND WATER MANAGEMENT' FROM THE UTILITY NOTES: WITH BOTH THE DESIGN PLANS AND THE WATER AND SEWER AVAILABILITf RESPONSE. ANY p DEVIATIONS FROM THE PRELIMINARY DESIGN AND FINAL DESIGN SUBMITTAL SHALL REQUIRE REVISED Of STATE OF FLORIDA DEPARTMENT OF ENVIR MENTAL PROTECTION F.D.E.P. CHAPTER 6. THE a o BOATWRIGHT LAND SURVEYORS, INC DATED JANUARY 19. 2016. CONTRACTOR SHALL PROVIDE EROSION PR TECTION AND TURBIDITY CONTROL AS REQUIRED TO 1. ALL UNSUITABLE MATERIALS UNDER PAVEMENT, BUILDING PADS, OR HARDSCAPE ELEMENTS SHALL BE D.E.P. PERMITS REFLECTING THESE CHANGES. INSURE CONFORMANCE TO STATE AND FE ERAL WATER QUALITY STANDARDS AND MAY NEED TO REMOVED IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORTS. ALL AREAS TO BE FILLED SHALL w INSTALL ADDITIONAL CONTROLS TO CONFO M TO AGENCIES REQUIREMENTS. IF A WATER QUALITY BE CLEARED AND GRUBBED IN ACCORDANCE WITH PROJECT SPECIFICATION, CITY STANDARDS. AND 27. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CONFORMANCE WITH THE N c 10. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM VIOLATION OCCURS, THE CONTRACTOR SH LL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL REFERENCED GEOTECHNICAL REPORT (WHICHEVER IS MORE STRINGENT) AND SHALL BE FILLED WITH J.E.A. APPROVED MATERIALS MANUAL FOR WATER AND SEWER. k •2 o MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY REQUIREMENTS. THIS SHALL COSTS WHICH MAY RESULT INCLUDING LEG L FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND STRUCTURAL FILL PLACED IN NO GREATER THAN 12" LIFTS AND COMPACTED TO A MINIMUM 987 OF z > >- INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN FINES. THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS TO BE PERFORMED AT A RATE OF 28. D.E.P. PERMITS REQUIRING REVISIONS SHALL NOT BE PROCESSED UNTIL FINAL PLANS HAVE BEEN J a z PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO UMEROCK ONE TEST PER LIFT PER 6.000 S.F. APPROVED. F_ a PLACEMENT, THE CONTRACTOR SHALL COORDINATE WITH PROJECT ENGINEER AND THE GEOTECHNICAL D z ENGINEER SHALL MAKE RECOMMENDATIONS FOR UNDERDRAIN PLACEMENT. 2. THE CONTRACTOR IS RESPONSIBLE FOR F LLOWING THE BEST EROSION AND SEDIMENT CONTROL 2. ALL POINT OF CONNECTIONS FOR WATER AND SEWER MUST BE PER THE REQUIREMENTS OF THE CITY 29• UNSUITABLE MATERIALS UNDER WATER. SEWER PIPE. STORM PIPE OR STRUCTURES SHALL BE o 0 PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER OF ATLANTIC BEACH. REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. a 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE MANAGEMENT DISTRICT SPECIFICATIONS AN CRITERIA. Q N FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY 3. PRIOR TO THE PLACEMENT OF THE UMEROCK BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO 30. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS `O w OR EASEMENTS. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS THE ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THIS SCHEDULE IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS ARE o (D m WHERE THERE IS POTENTIAL FOR DOWNS EAM WATER QUALITY DEGRADATION. SHALL BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" DRAWINGS APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY J41 12. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY WITH THE FOR THIS PROJECT. LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY Lq C) PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS THE F- 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR CONTRACTOR MALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY a a a a a z z 13. PLACEMENT OF ALL UNDERGROUND UTILITY LINES SHALL BE COORDINATED WITH OWNERS GRASS PER CITY STANDARDS AND MEETINGTHE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. 4. ALL UNDERGROUND UTIUTIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR SHOULD BE RE LVVA�DD PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE REPRESENTATIVE TO ELIMINATE ANY CONFLICTS WITH LANDSCAPE DESIGN. PAVEMENT. EXTREME CAUTION-WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL N 5. IF DEWATERING CAPACITY REQUIRES A C SUMP71VE USE PERMIT (C.U.P.) IT SHALL BE THE 5. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR � 14. PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES CONTRACTORS RESPONSIBIUTY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER UNDERGROUND UTIUTY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE OTHER IMPROVEMENT. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR BUT NOT LIMITED TO, MANAGEMENT DISTRICT. S RESPONSIBILITY TO KEEP A COPY OF HIS OR VEIRWY ALL GRADES. INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), CONTRACTOR SHALL TEST EFFLUENT (WATER HER CURRENT LICENSE AND QUALIFIERS ON FILE WITH THE DESIGN ENGINEER PRIOR TO START OF CONNECT Q TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2) F.A.C. IF TEST RESULTS ON 6. PRIOR TO COMMENCEMENT OF CONSTRUCTIONAND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL (n a PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY AND THROUGHOUT CONSTRUCTION. 31. PRIOR TO THE PLACEMENT OF LIMEROCK BASE COURSE. THE CONTRACTOR SHALL PROVIDE TO THE W _z EFFLUENT ARE BELOW THE SCREENING VALUES OF RULE 62-621.300(2) SULTS CONTRACTOR SHALL FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. " " ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THE SCHEDULE SHALL SUBMIT A SUMMARY OF PROPOSED CONSTRUCTION ACTIVITY AND TEST RESULTS--,,TO DEPARTMENT OF CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED. IN ORDER TO 6. SANITARY SEWER SERVICES SHALL BE 6 OR 8 PVC WITH A MINIMUM SLOPE OF 0.010 OR 0.004 BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS-BUILT DRAWINGS FOR THIS F'- Of ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISC GE BEGIN DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. FEET PER FOOT RESPECTIVELY AND SHALL BE TERMINATED AT THE BUILDING CLEANOUT AT THE PROJECT. O o CONTRACTOR SHALL CONTINUE TO SAMPLE EFFLUENT AS REQUIRED THROUGHOUT ECT AND DEPTH SHOWN ON THE PLANS. - w COMPLY WITH ALL CONDITIONS OF RULE 62.621.300(2) F.A.C. IF GROUND WATER EX, S SCRII ING " 32. THE CONTRACTOR SHAD. RVAEW SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE Z o VALUES OF RULE 62.621.300(2) F.A.C.. CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A NOTICE " OF INTENT' TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION 7. WATER LINES SHALL HAVE MINIMUM 30 INCH COVER UNDER UNPAVED AREAS AND 36" MINIMUM UTILITY PROVIDERS APPROVED MATERIAL LIST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP AND REGULATIONS PRIOR TO DISCHARGE OF EFFLUENT (GROUND WATER) TO SURFACE WATERS OF COVER FROM FINISHED GRADE UNDER PAVED AREAS UNLESS OTHERWISE SHOWN ALL WATER MAINS DRAWINGS HAVE BEEN;REVIEWED AND APPROVED. SUBMIT SHOP DRAWINGS ON ALL MATERIALS. IF "J SYSTEM RULES AND REGULATIONS. REQUIRED, TO THE ENGINEER FOR REVIEW AND APPROVAL. PRIOR TO SUBMITTAL TO THE COUNTY. AND Z THE STATE. SHALL BE FLUSHED IN ACCORDANCE WITH AND UNDER THE DIRECTION OF THE CITY OF ATLANTIC BEACH. PRIOR TO PURCHASE OR_CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. Q o 15. THE CONTRACTOR SHALL CLEARLY MARK IN FIELD PRIOR TO ANY LAND CLEARING OR DISTURBANCE 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT SEDIMENTATION w ALL PRESERVATION AREAS AND UPLAND BUFFERS (DEPICTED ON PLANS). THESE AREAS SHALL OF THE STORM SEWER SYSTEM. CONTRACTDR SHALL MAINTAIN THE FILTER FABRIC UNTIL THE S. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM 33. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY o REMAIN NATURAL AND UNDISTURBED. ASPHALT/CONCRETE PAVEMENT IS PLACED SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS. CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE FLORIDA STATUTES. W 0 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING, EARTHWORK, FILL, GRADING, 9. THE CONTRACTOR SHALL PROTECT ALL ST MWATER BASINS AND/OR SWALES FROM SEDIMENTATION 34. HORIZONTAL AND VERTIC�L SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM Z o COMPACTION AND REMOVAL OF UNSUITABLE MATERIAL REQUIRED FOR ELECTRICAL. PHONE, CABLE. DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS. 9. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-PW AND SHALL SEWERS AND SANITARY HERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS STANDARDS. W o IRRIGATION. CABINETS, PADS. CONTRACTOR SHALL VERIFY FINAL;GRADES WITH OWNER OR ENGINEER. BE MARKED AS SUCH. �n v 35. ALL WATER MAINS CONS7RPCTED AS PART OF THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE V � 10. IN THE EVENT OF DELAYS IN CONSTRUCTI , THE CONTRACTOR SHALL SEED ALL AREAS AND 10. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL 0 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT COAG 24 HOURS PRIOR TO ALL NECESSARY WITH APPLICABLE AWWA STANDARDS AND IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDED PROCEDURES. o SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. MAINTAIN EROSION CONTROL BARRIERS IN LACE TO PREVENT EROSION, SILTATION AND INCREASE FINISHED WORK IS COMPLETE. o` RUNOFF. a 18. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE 36. ALL WA MAINSHALL FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION STANDARDS af w EVENT OF ANY CONFLICT WHATSOEVER. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER PRIOR TO 11. ALL WATER MAINS SHALL BE PVC DR-18 UNLESS OTHERWISE SPECIFIED. AND ¢AGTERIOLOGICALLY TED UNDER THE DIRECTION OF THE UTILITY PROVIDER. SATISFACTORY W • B IOLOGICAL RESULTS ALL BE PROVIDED TO THE ENGINEER. ADDITIONALLY. ALL WATER MAINS m PROCEEDING WITH CONSTRUCTION. 12. ALL SEWER MAINS SHALL BE PVC SDR-35 UNLESS OTHERWISE SPECIFIED. BE PRESSURE SES AT 150 PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA C600-87 1. "AS-BUILT" DRAWINGS: AS-BUILTS TO THECITY AND THE ST. JOHNS RIVER WATER MANAGEMENT STANDARDS. NO CONNECTI TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL 19. SUBMITTAL OF AS-BUILT SURVEY. INCLUDING BENCHMARKS. IS REQUIRED IN COMPLIANCE WITH CITY DISTRICT ARE REQUIRED TO BE SIGNED AN SEALED BY A FLORIDA REGISTERED LAND SURVEYOR 13. CONTRACTOR SHALL OBTAIN A COPY OF THE D.E.P. WATER AND WASTEWATER PERMITS FROM THE PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED. DISINFECTED, AND CLEARED FOR SERVICE. "J F- OF ATLANTIC BEACH CODE, PRIOR TO SCHEDULING FINAL INSPECTION OF THE BUILDING BY THE THEREFORE. IT SHALL BE THE CONTRALTO 'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR ENGINEER PRIOR TO THE START OF CONSTRUCTION. THEENGINEERMUST BE NO ED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST W _J Q z BUILDING DEPARTMENT OR FIRE MARSHALL. REGISTERED IN THE STATE OF FLORIDA F THE PREPARATION. FIELD LOCATIONS, CERTIFICATION AND 14. THE DATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THEBE SUBMITTAL OF "AS-BUILT' DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE T: ATIONS N ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTIUTY OWNERS AND FIELD VERIFY 37. THE CONTRACTOR SHALL, AVrD SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND SPECIFICATIONS AND S.J.R.W.M.D. REGULATI NS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEWER SERVICE TOM TH SYSTEM DEMANDS Al ALL TIMES. THE CONTRACTOR SHALL BE O Z z 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IFA LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY PROCESS THE "AS-BUILT" DRAWINGS FOR PPROVAL BY THE CITY. CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE RESPONSIBLE FOR NOTI AT1PNI OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS = W a MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY IN ADVANCE OF ANY INTERRUPTION OF SERVICE. Z � REINSTALLATION OF THE MONUMENT. 2. CONTRACTOR SHALL PROVIDE CURB RAMP AT ALL SIDEWALK AND CURB CONNECTIONS. THE SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE Q 38. ALL NEW AND/OR RELOCATED>WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN O z 21. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONSTRUCTION AND PLACEMENT OF ANY RB CUT RAMPS OR LANDING PADS SHALL ADHERE TO EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENT'S AND � W CONTRACTOR. THE MINIMUM STANDARDS AS SET FORTH Y THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL D AGE MADE TO EXISTING EIGHT PERCENT LEAD. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN o U J w STANDARD INDEX 304, SHEETS 1 THROUGH 6. AND 28 CODE OF FEDERAL REGULATIONS CFR PART UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF Y CONSTRUCTION, THE 0. MORE THAN EIGHT PERCEI f LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN O m w (CFR) 0.2 PERCENT LEAD. � 22. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE 36, APPENDIX A LATEST REVISION, FLORID ACCESSIBILITY CODE AS WELL AS APPLICABLE CITY CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE MATERIAL OF EXISTING UTILITIES TO C ) Q CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. REQUIREMENTS; LDC SECTION 6.04.02.C. ETECTABLE WARNING SURFACES SHALL MEET COJ WHICH HE SHALL CONNECT. ~ U w W � STANDARDS. 39. ALL PIPE. PIPE FITTINGS, PIPE JOINT PACKING AND JOINT MATERIALS, VALVES, FIRE HYDRANTS, AND 23. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS IF REQUIRED TO THE METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. U �• J 3. ROADWAY UNDERDRAINS SHALL BE AS RE RED ON THE PLANS OR AS MAY BE DETERMINED ENGINEER FOR REVIEW AND APPROVAL. PRIOR TO SUBMITTAL TO THE CITY, AND PRIOR TO 40. INTERfbR OF FLEXIBLE SEWER PIPE SHALL BE REASONABLY UNIFORM AND AS CIRCULAR AS PRACTICAL Z 0 w 24. BURNING OF TREES. BRUSH AND OTHER MATERIAL IS �I ALLOWED IN THE CITY OF ATLANTIC PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. THE CONTRACTOR SHALL REVIEW (- NECESSARY BY THE GEOTECHNICAL ENGIN R DURING CONSTRUCTION. THE CONTRACTOR SHALL STRUCTURAL SHAPE SHALL BE CHECKED REGULARLY DURING BACK-FILLING TO VERIFY ACCEPTABILITY Q z BEACH. NOTIFY THE ENGINEER IF HIGH GROUND W R CONDITIONS ARE PRESENT DURING THE PREPARATION SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE UTIUTY PROVIDERS APPROVED OF CONSTRUCTION METHOD USED. CONTRACTOR SHALL TEST FLEXIBLE SEWER PIPE FOR DEFLECTION Q .__I o OF THE PAVEMENT SUB-BASE. UNDERDRAI SHOWN HEREON IS BASED ON PROJECT GEOTECHNICAL MATERIAL UST. THE CONTRACTOR MALL SIGN OFF THAT SHOP DRAWINGS HAVE BEEN REVIEWED UPON`'COMPLETION OF INSTALLATION AND AFTER ROADWAY BASE MATERIAL !IAS BEEN IN PLACED AND REPORT. (SEE GENERAL NOTE #1) FINAL D TERMINATION OF LIMITS OF UNDERDRAIN WILL BE MADE AND APPROVED. SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED. TO THE ENGINEER FOR COMPACTED TO PROJECT SPECIFICATIONS. AT NO TIME SHALL PIPE DEFLECTION EXCEED 5 PERCENT. m REVIEW AND APPROVAL.. PRIOR TO SUBMITTAL TO THE CITY, AND PRIOR TO PURCHASE OR TESTING SHALL BE DONE USING A MANDREL WITH DIAMETER 95 PERCENT OF THE INSIDE DIAMETER OF o BASED ON TEST HOLE OBSERVATION AT TI E OF ROADWAY CONSTRUCTION. CONTRACTOR SHALL Q COORDINATE WITH PROJECT GEOTECHNCIAL ENGINEER. CONTRACTOR SHALL ENSURE THAT PROJECT CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. PIPE. TESTS SHALL NOT BE PERFORMED WITH MECHANICAL PUWNG DEVICES OR ROUNDERS. m GEOTECHNICAL ENGINEER PROVIDES A CERTIFIED LETTER EXPLAINING ADDITION OR DELETION OF 16. ANY CONTAMINATED SOL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND TESTING SUPERVISION. DEFLECTION MEASURING Q w z PROPOSED UNDERDRAIN PRIOR TO FINAL I SPECTION. COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE NOTIFIED AND THE DEVICE SHALL BE APPROVED BY COUNTY ENGINEER. a. 0 > CONTAMINATED SOL HELD FOR DISPOSAL 41. TE ON INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER LINE a SHALL E VIDEO TAPED. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A �JJW""""'°"'��� V) 17. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, "� w FULL ITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE �` � BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND •••ice•:�� � o SHALL BE RATED AT 250 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. �, ENGINEER PRIOR TO ACCEPTANCE, AND ON COPY OF THE VIDEO TAPE SUBMITTED TO THE SJ CUD. o N T �� mQ. 0 18. ALL WATER MAINS SHALL BE DISINFECTED, AND SATISFACTORY BACTERIOLOGICAL RESULTS SHALL BE ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. � <4 ' o ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. INFILTRATION AND = '" O T_ PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 9� "61 00 - z PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA STANDARDS AND CITY STANDARD REQUIREMENTS. NO EXFlLTRATION TESTING OF GRAVITY SEWERS SHALL BE IN ACCORDANCE WITH UTILITY COMPANY � $� �M a- 6 SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 GALLONS PER INCH DIAMETER PER MILE .. CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER PER DAY AND TESTING SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. a LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST Cm BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. "� V) 3 DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA-6-651. y� < mms•� bb 19. A UTILITY COMPANY PRE-CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT OF ,era' m.• � b���a w WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF ATLANTIC BEACH AND Project No1°"mamas p ENGINEER TO SCHEDULE THIS CONFERENCE. CONTACT KAYLE MOORE O 247-5834 TO SCHEDULE. 16-01-0006 20. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND COMPANY CONTACT / TELEPHONE # Designed: Drawn: a SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE J.E.W. D.C.G. RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 WATER SERVICE COAB KA'(LE247-5834 Checked: O.C.: Q HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. MOORE / 0 T.B.W. R.C.W. o SEWER SERVICE COAB KAYLE MOORE / 247-5834 Date: T.- 9 NOVEMBER 12, 2015 0 ELECTRIC SERVICE JEA JOHN PITRE/ 665-6606 scale: eo TELEPHONE AT&T GARY HOFFMAN / 307-5424 CABLE COMCAST LARRY WINBURN / 380-7574 Sheet 5' CONCRETE SIDEWALK WT YAC NAL N ADJACENT TO PROJECT ¢1a 'q PROPOSED V PVC PICKET BOUNDARY 1 i V N C ZA FENCE ON NORTH SIDE M �? 10' BLDG. SETBACK ON OF PROJECT BOUNDARY _ - 0 a � ' * NORTH SIDE OF PROJECT (2.0' MIN. SEPARA , .�-- ---�...._... p _..FR0mW-, 9 TYP.) U 0 3 0 o MATCHLINE SEE DETAIL IS SHEET �/ Q� u.. O I PROPOSED ALUMINUM FENCE i i i y i i i V v 0 TO MATCH EXISTING NORTH - STA. 13+86.78, Q 0 - SIDE OF DOG PARK ON NORTH - ' 103.35 L •p--.4 - N _ a` - 1 V • J SIDE OF PROJECT BOUNDARY i STA. 13+88.93, = (2.0' MIN. SEPARATION FROM 11 41 102.53 L �, p '�"E STA. 13+92.65, _ SIDEWALK, TYP r 99.00 L v M�y TI R STA. 13+94.52, TO AIN 9 A9 13+94.69, p CM6 `, ~M E 4' PVC PICKET FENCE �1 �A213+93.32, `Y' /7 O Z • I � „ 83.96 ' , ~ Ln >+ 78 UNIT APT. STA. 13+89.50, Q rn 79.92 L a A 'p BLDG. 'in A. 13+87.39, t = tj N a: a, ( 066 S.F.) W o 78.99 [ svgs = d = STA. 13+88.24, •L PICKET FENCE 2.0' PROPOSED 4 PVC w I STA. 13+6 .21, o Ir O N �fl O IL 48. L rn 47.48 L ( CU > X w y 3 iv R3 TYP. MIN. SEPARATION O c Q M L TSTA. 3+33.59, ' N 55.112E WHITE t•o 4s 651 L+90.39, FROM SIDEWALK) `� D �+- z MSTA. 13+94.05, {,r„j ,Y O O } TA. 13+29.50, CRO WALK 33 _C11 1 4 .19 L 69.15 L 578.1730 W ' 7 Z _.... _• �� Ln MATCH FENCE TO 4" WFI1T ` 38 541 L+95.9 = r Z .. _ .. 1 aC I TOP BAR CU A INSIDE DOG PARK AM bO PAVEMENT`MARKING MIAMI RB N � Q STA. 1325.82 L rSTA. 1340 Q0 L R'40�RTYP. C N V w o STA. 13+24.76, STA. 13+91.41, N 9 43 57 E 32.36 •� p m N STA. 13+1 37,� 14.88 L AHLTIEENTR RV.4,�• , RS O p� o O 125.0_ L I STA. 13+22.81, TH REMO . R30' TYP. �"' "•' cn _ r TION - __. ._._. __ .._.._ _..__ _._ .-__ .�... ..-- ..._... ._.�.. W..... ._..- -_._.. - ._._. -- ..._... � R30' 36 26 L AC .�R •SIGNAGE LOCA T I TSTA. 13+09.01, �DA CURB RAMP W/ BOUNDARY CENTERLINE INTERSECTION NDARY m EXISTING DOG , 98.94 L (CR-E, REFER 13+78.93 DRIVEWAY A Q DOG PARI�---------------------------------- 0 FDOT INDEX -- ____ ._ . _._. �" ## 4 STD. STOP SIGN/STREET I M . �,. _... _._ . _._ ___..... ._ __ _. APPROXIMATE EX1St1NG. IAL[OM. _ _. _.__ .___ _.. __._ __._. __.. _._ ...m._ __..._ �•-�, ! 304, TYP.) SIGN COMBO L T _..._. IL ��- -------------- _-- --------------------- 5' SETBACK 51.5 STA. 13+91.87, o 23.31 R CE DOG PONDt STA. 13+15.90, EXISTING GUTTER P 24.74 L ° TO REMAIN V) zo S A. 13+02.44, t STA. 13+97.00, ._ __... APP.R,OXIMATE EXISTING NORMAL WATER LEVEL. __._ STA. 1 L STA. 13809.01, Q z O0 O r 2+97.36, 1LLJ 92 58 36 99 R R30 I 13.71 L _. .. Y STA. 12+74.64, _.. _....._.. ..._ ._. ._ _._. m..w......_........ 92 2 - a �_ _.... _ 20.0' STA. 13+92.20, Q) Z 484.13 L T 13+ 0 z � m 0_' Q STA. 12+74.30, 44.59 R PROPOSED NORMAL WATER LE 118.07 L� / s 12+72.88, Z N Q Z Q Z 31.29 Lt STA. 13+68.16, w w O N SERVICE 10.00 R Of o R50 c VEHICLE GRILL AREA n Qui w STA. 12+69.00, PROPOSED GRADE BREAK PARKING • AMENITY (SEE ARCH. a y N 441.48 L +56.71, AREA , '1 PLANS) (1,150 SF) a a W STA. 12+56.46, STA. 12+60.97, o STA. 12+62.24, 7 30„W ' PARK AREA (REFER N \ m 481.02 L N p p O PROPOSED MODULAR BLOCK RETAINING WALL 98.50 L 49.82 L , TO HARDSCAPE PLAN) ul o STA. 12+45.28, STA. 12+56.57, 3 BIKE RACK 15.76 L� X6.97 R 1 ii: PROPOSED RE TAI aaa � � a O 4 CONCRETE 1 11 5 CONCRETE WALL MATH 2.0 MIN z STA. 12+59.02, 882' I SIDE W 1 O SIDEWALK SEPARATION FROM CS?A�`� �-� STA. 12+59.66, 233.72 L ' � � '!� I 31350 \ z 1 7 , � 567 LF. N 291.44 LLIMITS OF 4 .--. .-....' MOJECT SIDEWALK (4 PVC - `-RETAINING WALL STA. 12+61.97, 8.2' PVC PICKET r, I 1 1 STA. 12+61.81, FENCE } ,�. BOUNDARY PICKET FENCE BEHIND � 277.15 L 247.74 L 1 „ 1 'h' RETAINING WALL) STA. 12+63.37, Q STA. 12+63.35, ... _ .. ` 3 UNIT AP 1 t 268.92 L 255.90 L eo,a MAW ai 1 BLDG. I N EW RM CURVE TABLEW01- , ��;TAW-0. AT�, ( 1 '� � �. ® ' _... . 7.189 S.F I 1 5 UBLDG. T 1 d o (� l I • 1` (12,OOG S.F.) 1 N �. O Z O CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA' 1 ,W J I 1 1 •o - Q C1 41.00 14.56 7.36 N80 30 54 W 14.48 20 20 56 . " �, 20.0 � t � 6" WHITE Z C2 175.00 79.29 40.34 S2 42 43 W 78.61 25 31i VM T 1'N zt - PAVEMENT ' '4 "W 31.81' 64'02'29" uri ,Ij MARKING, TYP. w C3 30.00 33.53 18.76 S47 42 3 t o I 1L1' STA. 11+39.50, ' � 10' BLDG. SETBACK ON v � r I 21.19 R 49 50. EAST SIDE OF PROJECT 0 i ? I STA. 11+39.29 "'� 7'30„ E } i STA. 11+09.27, w M... • 20.95 L 90.90 R (� AM NO SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. N82'43'Sa'E 1 _ 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 31.50 �"� 5'40"E 49.50 1 � � O 3. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL PLACES WHERE SIDEWALK 8' PVC PRIVACY FENCE �z ., NA •ee DA1UN " THE LATEST ADA COD W t '` � TERMINATES INTO PAVEMENT. CURB RAMPS SHALL COMPLY WITH E STA. 11+28.86, PER FDOT INDEX 304. 21.25 R 11 VEMMENT m N82.4358E W 4. ALL STRIPING, PAVEMENT MARKINGS, AND RPM'S SHALL BE IN ACCORDANCE WITH FDOT 5' BLDG. SETBACK ON 31.50' 4' CONC 1 MARKING o INDEX 17346 (EXTRUDED THERMOPLASTIC MATERIAL SHALL BE USED). WEST SIDE OF PROJECT I STA. 11+25.31, 4.0' MIN. FROM CROSSWALKS AND OR CURB RAMPS. 2,.sa L 11 5' CONCRETE SIDEWALK W Q o 5. STOP BARS SHALL BE LOCATED / 6. REFER TO THE TREE MITIGATION PLAN FOR TREES TO BE PROTECTED. 3 UNITAP I 11 ADJACENT TO R/W LINE LL z 7. ALL ELEMENTS THAT ARE PLACES OF PUBLIC ACCOMMODATIONS AND COMMERCIAL I BLDG. MIAMI 1 •- V) FACILITIES ON THE SITE (INCLUDING ACCESSIBLE ROUTES AND PARKING) SHALL MEET PROPOSED PRIVACY (7,189 s.F.) �. GUTT>:R 1 PROPOSED RETAINI r = W z THE REQUIREMENTS OF "FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY FENCE ON WEST SIDE •^ 1 1 WALL WITH 20' M = Q OF PROJECT BOUNDARY I 1 ' 1 SEPARATION FR 7 IMPLEMENTATION ACT", 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND 2012 0 0 1 ' SIDEWALJ( (4' P Z Q p - z FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND THE FAIR HOUSING ACT, I I • TIM Lcn 1 PICKET FENCE B IND W LL WHEN APPLICABLE. Is 5 UNIT APT. 1 RETAINING WALL) p W Y 8. EACH TOWNHOME UNIT SHALL INCLUDE A TWO CAR GARAGE AS REQUIRED TO COMPLY I 1 BLDG. 1� Q m WITH COAB ORDINANCE CHAPTER 24. SECTION- 24-161(1-1)(6) I 1 (12'006 S.F.) 1 F- (, II• Il _ w w �3 I 1 PT. STA. M, '1 U F- a v >- R13' 10+14.56Ld I Z Q 1 _ z i 21.25 101402 + . , 1 Z BOIJNDARY 40„E 49.50' 13 Q LL O anONt _ ' R13' S Fa 1 00 IVEW B D 'J m '43'58" I '. _ '751 31.50' STA 10+17.13, 6.00 R U { O 1a0• _=-� PROPOSED UTILITY � -W.�-.� I �o LL l LL EASEMENT FOR I 1 A 10 t6 16.0 F- �. STA. 11+26.72, STA i 9 €� €} 3 _ WATER MAIN 1 6.00 R1 I 7 2 00 f PVM T O a CONNECTION 1 .•. - R4 0 N , 10, R4' .? :z 12" �IAiITE CfSSWALK ��e��rr�uuuuwunuuu�����/' a A�.. o TEMPORARY "� WHITE R31' 1 '� CONSTRUCTION 1 16.0 89'1 8 38 114.83 €. AVEMENT ' �� '••• r I Q STA. 11+26.72, • '� °• :`y (n EASEMENT I PVM T 20.0 MARKING { `j $ 10.00 L i PVM'T Z ;<v =� - r I t I STA. 0+15.66, 24" WHITE STOP��AR =-� Q' z eoxa,YAIK �t STA. 11 30.49, 0) M ' WT MAO NAL N 15.26 L d. LcJ C 5 CONCRETE SIDEWALK �w� 15.26 LGm {{ ;`'J t. ADJACENT TO PROJECT j ----I 3 5 UNIT A I . ., BOUNDARY ""VA 19°°DA11N 10+ 00 DRIVEW A z PROPOSED 4' PVC PICKET } I N BLDG. 10+ 68 DRIVEW B 3 {� , k FENCE ON NORTH SIDE �2 z LIMITS OF 8' PVC PRIVACY •) N I � `j € z�ya . 3 12,006 S. _N OF PROJECT BOUNDARY - a FENCE a "•''� 10 BLDG. SETBACK ON (2.0' MIN. SEPARATI _ PAS ` " I z _ NORTH SIDE OF PROJECT 20 LF N PROPOSED 4 PVC PRIVACY °f FROM TYP.) FENCE ON WEST SIDE OF PROJECT L _ _ _ _ - _- - - _ J r •� BOUNDARY U11>' I � ° { Project No.: D I PROPOSED ALUMINUM FENCE i i i i i i i " i M3M NA»r: STOP 16-01-0006 TO MATCH EXISTING NORTH "°x MATCHLINE SEE ABOVE i STA. 13+86.78, IMPERVIOUS SURFACE CALCULATION "�N ��" .:: PROJECT Designed: Drawn: .. ss� z 103.35 L EtEVAIM-IN # 9 SIDE OF DOG PARK ON NORTH SIGNAGE � �-.-------"""'�"�� � STA. 13+88.93, N.AKO.1Y»DA,UY SIDE OF PROJECT BOUNDARY ;} J.E.W. D.C.G. _. _. . - 11 41 t 1STA 313+92.65, TOTAL SI AREA = 74,333 S.F. - - - w _ =`"� LOCA11oN W - Checked: 0.C.: Q i (2.0' MIN. SEPARATION FROM SIDEWALK, TYP 99.00 L __ 1 SZ. STA. 13+94.52, ;,��A;.� _ � ,._ _ � � T.B.W. R.C.W. 71 9 .79 L IMPERVIOU AREA 44,000 S.F. _. _. �. . ::._ __. _ _ _.._. :W- ,_ Date: A. 13+94.69, �- ' � �'"•� • ��" � ��' '�� NOVEMBER 12, 2015 �� TO AIN -1 �A V PVC PICKET FENCE _ 1 1 A. 13+93.32, IMPERVIOUSSURFACE PERCENTAGE - 59.2X PROPOSED 4' PVC PRIVACY 20' BLDG. SETBACK OFF „ b 83.96 L _5i. i) FENCE ON SOUTH SIDE OF ATLANTIC BOULEVARD ATt.ANT1C BOULEVARD Scale: 1"=30' - 7g 7' ,n STA. 13+89.50, PROJECT B pARY 20' - _ f UNIT APT 79.92 L ALLOWAB IMPERVIOUS SURFACE PERCENTAGE = 70% � � MIN• SE �11ON FROM (100 ROW) BLDG. SIDEWALK, TYP.) • •.• _ Sheet \0 100 E 4-0 0 Q U R�A f 0 0 No go Room > 0 !!!Osmanli :ul 31 1�1�1 i 1 id� i 8 Lon z un A Q) g gw 'An IWATER MANAI ry NORTHPOI Ln czy) Rod uwj NOW i 6.40 +/ 0.90 L_j W_ (-)6.10 + Z (u 7f, 0 7,�"1,,��,`.,�":,�_, 6w .%d 6 0 ..... .1 00 YR) EL- 7.53 UT-01-P J E EL- 7.38 E low c 1101 L ............ Bill r Koo, EL= 6.19 + 21 wz cl, - 5.47 + Ln - bg go � uxi Ld M o 0 ICN-4. oom Q 0 13) IL L10 SRI.i WO 05 LL 0 <Z Q) z< Z ZO g-g LLI 0 ERNE EXISTING 15" RCP C, to/ � . uj NODE its S-1 9-PST EXISTING M 41 0 ............... CONTROL STRUCTUR NODE 3UT41 FS 2: '0z STORMWATER MANAGEMENT FACILITY - SOUTHPOND-PST V) EXISTING COAB it TOB EL= 6.40 + AS NODE NWL EL= M90 -S'LORMWATER SOUTHPONDFST MANAGEMENT SOUTY- _ _)6 BOT. EL R*uD_4a&PjAii_mo T POND z < DHW (100 YR) EL= 7. a_ DHW (25 YR) EL= 7.42 +/ "M Ni A 11+� + ui Z ow z —————— DHW (5 YR) EL= 6.19 POND DHW (MEAN)= 5.4a +/ dim is ILL 0 z - — - — - — - — - — - — - — - — - — - — - — - > < Z a- +8 0 fit ow w CU BASI a- w AREA 0 Ac.± CN =94 Tc 10 MIN. W M 484 0 Tom 10-- z 2"n TV, V) Ell HE Vol Eli EXIST-02FS� Lu z< kc.± ......... AREA 7.3 C) cj CN -94 z Tc =10 MIN. RO ui E w Ry"�x ink < z K (SCS) 484 �`BOUNIJAW w w .......... ..................... ............ ......... 0 < 'S 511 uj w F- (D > v A \ -1 .......... All z iSIN PST-01 z 1.2 Ac.± < z .......... 94 cn N. LEGEND Tc 10 MI U- WETLANDS SJRWMD JURISDICTIONAL loci NMI 14 2 125 IL 0 'ME SOIL DI\ADE LINE So_ CL 2' DRAINAGE DI\ADE LINE w EXISTING CONTOUR 9 SOIL NUMBER clej A." z Ell "MR's Idl nil 0 U) ME M V) ........... pii- n':010v-all one 11i LEGEND Atli HYDROLOGIC' SOIL SOIL NAME NUMBER GROUP aject No.: 16-01-0006 Oil wow \A 7 ru%r-m 1 a x 711 A 22 EVERGREEN— A/D WESCONINETT D.C.G. N ............. LEON .......... . ............ I - - M 32 5P:1 35 LYNN LEON—BOULOGNE 71 1 NMI 9 All SOILS INFORMATION TAKEN FROM CUSTOM NOVEMBER 12, 20 NMI Alsip SOIL RESOURCE REPORT FOR DUVAL MOWN Scde: COUNTY, FLORIDA PROVIDED BY THE UNITED M: 1" 40' STATES DEPARTMENT OF AGRICULTURE WEBSITE DATED MARCH 16, 2016. .......... ......... ..... ... et........... SET MAO NAL IN - O E OU (V �O 4.92 VL.IYM BARN V �=3 N C N I ITARY M.88 TOP EL-8.88 I SOUTH INV.-0.743 # w_.,..._...._.-.-,- I KESf INV -0.72 1� .-�.r ;:w.......-,...--."'.._......._...w...- ; .� ' STORM MANHOLE �O QJ~ y, .g TOP E1.=5.28_J V PR OSED ALUMINUM FENCE _ _ � �-�-. �,�* �PA� ���'� } � O p MATCHI G EXISTING (FENCE TO MATCHUN DETAIL THIS'`SHEET u- u p 9n I ariil7i I o a SAWCUT AND CONNECT �� .p BE RE OVED MAY BE REUSED n A 01 _ TO EXISTING SIDEWALK (� (U v JIF IN GOOD CONDITION) tv �� - •o. � c� �.�r -- N FLOWUNE OF V OP ,._.. 11 EXISTING GUTTER TOP EL= .a2 p m` + 'Q h EAST INV. -2 7 a x� �• To REMAIN. TYP. _ �L -- PROPOSED C AIN LINK FENCE E n MATCHING EXI NG (FENCE TO I �� x ,� .^M E 2 BE REMOVED AY BE REUSED ° �} S-13 " e" E { o MO 9 IF IN GOOD CONDITION) }� 2 , E �' "' ch LA � I ;a. i s . �," .�� O Al' Z BAOWl. m 4AaE 1 7 •a . } «? 0.06 Act ���� ICU SAWCUT AND REMOVE C p N 4111111111111111111 x7 3 ,` F. BUILDING 1 �' N *; _' ,_....__ ._ _ r. o.10 �� F .._' , CONSTRUCT MIAMI RB AND •� N •• O := 12 PAD x + � _.. a` � t GUTTER LANDSCAPE ISLAND ? � w EL- 0. REMOVE.AND REPLACE AXISTING CHAIN a33 K .50- LINK � LINK"'fENbt AS-REQUIRED TO CONNECTx7'7 z EXISTING TO WAMR-MAIN (REMF;r,- p NATER-"AND i 0:03 Acf _ v z ,.....- x p.a CONTROL --_ �� �i ) ' 53 F. N 5.076 MAX. LINEAR ......... _...SEWE•R P STRUCTURE _ " ? T ' 15` PAD - M E w .,......x Ari___._ ......... _....._. .h, ^ SLOPE AND 2.07E MAX. p .L2 `.., ' E ..' ."` � ; CROS SLOPE OVER `' M ZCL z __ ___.._... .. ...._._- _. _. ._._ _._.__.._ .__......._ �m if 6.5 SIDEWALK TYP. 1 T: _,,,_ .__ _, STORM UNDER EXISTING i m = Ln _............... .....,,....,.._ x M.A __ _._.__ S7CNITARY SEWER MAIN. - _ ii{ B w' BREAK POINT + 5.07E MAX. LINEAR ' bo CONTRACTOR SHALL CENTER ' ii. SLOPE AND 2.071 MAX. C N N V r PROPOSED STORM PIPE x j # � ii S_2 = 8 BO 7.1 CROS SLOPE THROUGH �G 0 m ti EXISTING DOG PAR BETWEEN JOINTS OF EXISTING i i E � 1© CROSSWALK, TYP. C p p o STORMWATER SANITARY SEWER MAIN (USE \ x,. ° i oCP+UD 1� x � } � x� O f- - ti o MANAGEMENT FACILITY CAUTION WHEN WORKING NEAR _ APPROXIMATE LOCATION OF EXISTING UTNPOND _..._ _._. m w F?41SZ1Nfa UTILITIES) U TSS �n x I" ' 11 k� q BREAK POINT �'-� �-- BOTTOM EL = (-� __ ` _ REMO AL S-1 STA. 13+78.93 N n � � � `` EL = 4.30 m z .. C I EXISTING 4'.CH z u 38 LF. �• ¢ d " ------------------------------- -- --GRA1>E-BREAK-R81NTfOF�INSIDE TOP a 90 F. VALLEY GUTTER v LINK FEN } rI _RE�O�E....EXISTII�IG M.E.S AND OF BANK TO INCREASE TQ ELE1/AbFI''` n •� - 4.4 ON CASA'�ldC OF TQ WHERE ! 43,2 f• . .�. Iii 124 qD - "�' Li CL 1 i _ PIPE AS REQUIRED (APPROX. -J 1 � -2T L-F r T!T Cl3NSTROCT RE11� T�Z;RAg1TT S7►RITARY�SEWEFt DOG POND ,;` g a� WEST IN?-1.1e x7, C.I.P MES AT PROPOSED BANK _ a 1 L REMOVE EXISTING M.E.S. AND _ N OF RESHAPED SMF PIPE AS REQUIRED APPROX. uLJ (EXISTING INV. _ (-)1.011 ( oROP INLET APPROXIMATE LOCATION OF EXIS = - _ _ 1 SATE EL=3.03 J 0 0 t SING PROPOSED INV. ( )0.77t),_.._.._ .. .__ _. .. _ C.J. •, IUM T SOUTH <_0.:,5 z < � �.... 48 LF TO CONSTRUCT NEW .". `� � � 5 .. ;. NWL EL 0.9t _ P. MES_. - i I '► - w cn PRESHAPED SMF -A ' 7. �i RENO OF + 0 > AT _. ._. :. _ _. __ ....._ 4 _. ... - - OF -s-- G INV. .,.)1.48 * "f, � �y r � ¢ x QSx xe 7 -- 2•- ., M QSEQ...If .- { 0.4D :� _ " �t� ALUMNI M Q z r ___.. .. . _ _..... p�WC...EL:=6 0.9f...�...- _ _._ _. w. _.__- o „ _ ':.: i FENCE' '! 02 5.OX MAX. LINEAR w o �.►� T ........... ........... .......,.. - 7• 7.1 q A� W x --ti m. F � ,n� .� I 1� SLOPE AND 2.07E MAX. X • .. __ __ __ - _...... m_ _ .: x7.d 1%`. 3 �� 1 i8 CROS SLOPE OVER o 0 OSE _ } °°�'s�. ,. i t T SIDEWALK TYP. - '> V) EXISTING 18 RCP x7.0 oP N o w _.f >. ATE 3 ¢ m 9.4. x�7.�, x • ., IN NW1 1z co ro K xR.:9 »� xc,00 '1, , l cb 9 [k. A• co a) x, 9 o xd�a N .11X SAW HOLE \�• x9.00 x5r!0 � `1`• N `4" .x RM DRAIN O 10 0 a. Lr y' �' �' TDP-853 V1• z a 22t LF. Ln N H a C aq ---- FULL OF WATER ....... ........ ....__ _...,. .,...,. . _.SII 18` P , s W INV.S-3.4.7 %2E--- + # H E INV.W.-4.435xLp� -- --------.--------- ---- _._-,-......` -----------__-___--__-___---------------__--_�-��--- ------ A 3 -�'E- ......_... ._ ,.. ... -- � �;� i . .�^. ...... .... .._. .._ ..�._.. .... ... _ �x 7x5 � Z Z V� � LC) sF' CV cn 77 REMOVE RISER/ SAWCUT "�. __.. a, } - um PROPOSED 2 I STRUCTURE AS REQUIRED TO W ~ MODULAR BLOCK 9 CONSTRUCT C.I.P. TOP AT V RETAINING WALL =F ELEVATION 4.15 EAST EANHOLE7 1 17' •. 1 F 8` HDPE TRUNKUNE v INV.N.=1.31 } (TOP OF WALL EL DRAINAGE STRUCTURE To REMAIN NV.W.=1.43 _._ __. i FOR ROOF DRAIN Q = N.G. - 0.2') (EXISTING INV. EL = (-)0.37± N E��SANTARY MANNOLL �I Poo - ;� � } .60 sNa (MIN. S=1.07 . TYP. z EIEVARON-IL17 N.AKQ 1188 BATLN }$ s 1� EXISTING INV. EL - 5.02± S) i ° 7. Q o EXISTING STORM PIPE OVER •3� m "°'+uo w EXISTING SANITARY SEWER 1 1 i TO HDPCROOF CONNDRAIECTION OJ iF8 50 E .05 A• (REFER TO ARCH. Z LAN FOR LOCATION) Q z DRAINAGE STRUCTURE TABLE A ` J - i r} GRADE AT STRAIGHT o NO STRUCTURE TYPE TOP INVERT EL. ' SLOPE FROM BLDG EDGE w 24" HP - CONTRACTOR SHALL S LD WOINT g t �; (RAS ALL DISTURBED S-1 STD. MES TO BACK OF SIDEWALK < 0 - 3.50 , S 2 TYPE E INLET 6.60 -3.35 24" HP VERIFY GRADES OF } 1 8.85 .e }i S-1 AREA) EXISTING SWALERAISE 0.25 15" HP OUTSIDE PROJECT ? ? 1x OF BASIN TO Z w + o 3.05 12" HP BOUNDARY ON 0.03`A 3} E = 7.10 \ v I ASBUILTS 7. "�` �� " / S-3 TYPE C INLET 6.85 -0.85 18" HP -0.20 12" H P W l Q o xR• � � j lii E3MM .as •1' NAK 1wMl TUN � � -0.20 15" HP 1.10 12" HP E I 12 HP ADS i S-4 15" ADS INLINE DRAIN 7.00 0.00 12" HP w �x ' :�� 8" HDPE TRUNKUNE S-0 TYPE C INLET 6.85 0.10 15" HP # m 0.10 15" HP 57 LF. N 7 } FOR ROOF DRAIN ...I o 12 HP ADS .03 A -` "m- •04 A (MIN. S=1,fl TYP. S-0 TYPE C INLET 6.50 0.25 15' HP W --i _Q o 2.95 12" HP I 1s. Ln S-7 115" ADS YARD DRAIN 6.60 3.20 12" HP - € 2F. • L �' 7 6` HDPE CONNECTION o = Z o 3.20 12" HP NOTES: <. S-8 115" ADS INLINE DRAIN 6.60. 3.35 12" HP 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. F EL TO ROOF DRAIN. Tl T W Q 3.35 12" HP 2. CONTRACTOR SHALL NOT SCALE PLAN BUT SHALL REFER TO SITE PLAN R ALL LINE DIMENSIONS. t 7• 18.55 h _ EFER To ARCH. i 70 1 U Q S-9 115" ADS INLINE DRAIN 6.60 3.50 12" HP 3. ROADWAY UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICAL ENGINEERS a` HDPE TRUNKUNE I(H P IN 1 ' LAN FOR -OCATI FOR ROOF DRAIN 7.25 t` ~Y„ I w - 3.50 12" HP UNDERDRAIN ANALYSIS. FINAL DETERMINATION OF LIMITS OF UNDERDRAIN MAY BE ADJUSTED > W W S-10 15" ADS INLINE DRAIN 6.60 3.60 12" HP BASED ON TEST HOLE OBSERVATIONS DURING ROADWAY CONSTRUCTION. (MIN. S=1.07L�. TYP. ; - 1 x p L1J w } x Y S-11 TYPE C INLET 6.60 0.40 15" HP 4. ALL PIPE LENGTHS SHOWN HEREON ARE APPROXIMATE AND ARE TAKEN FROM THE APPROXIMATE }i} } $bei t I�ax°�,�"� O m a a 2.95 12" HP CENTER OF GRATE/RING AND COVER TO THE BACK OF THE MITERED END SECTIONS. `i 1 $ ; _ `_� W S-12 15" Ld ADS YARD DRAIN 6.70 3.05 12" HP 5. REFER TO THIS SHEET FOR DRAINAGE STRUCTURE TABLE. w o I �Y T. S-13 15" ADS INLINE DRAIN 6.30 3.30 12" HP 6. HANDICAP SPACE AND ACCESSIBLE ISLE SLOPE SHALL NOT EXCEED 2.07 N ANY DIRECTION. s HDPE CONNECTION # ° ' x� ,A L I V �' n J S-14 15" ADS INLINE DRAIN 6.50 3.50 12" HP TO ROOF DRAIN, TYP. I .9� _ 64 ,. f uJ � z (REFER TO ARCH. � x 4 N� ,_ PLAN FOR LOCATION) ` ~ z • 7 60 LF. i 15" HP ADS t ~ O} OI �i 7 w EXISTING CHCH 0 ' a_ DOP+Uc r4p� S-6 +k tY o 'a STORMWATER M ►NAGEMENT F,tic1UTY ,. :Ick a pN }t O 24. o9 Am ui 77 LF. V-SWALE W/ 4:1 �' _ -► 5. MAX. LINEAR �,� •. EXISTING OVERFLOW SID r STRUCTURE �} E SLOPES AT RADE SHOWN } A n �` R SLOPSL AND E THROUGH 4 (TOP EL. 3.701) r '} (WEST EDGE OF SWALE TO BE . A a"a o 1 BUILT UP TO PROVIDE 6' MIN. °` �� ^ IGH T s�b'� CR WALK, TYP. `"►� z H ✓ DEPTH SOD ALL DISTURBED • Ai 1 a ,, �� x° "' _ _ F•F.-E _ __ +� } ooh r TEMPORARY 1 ARE __.j x 8.50 EAK POIN °• CONSTRUCTION �� t0 k� - LF. 6.85 EASEMENT ^' � .08 Act 02 Ac± 5. 0 �„ ocP+UD 12 HP ADSENCH MARK'. � � = i:: .�,�` ,�" • ° �,., 1 x x*r 1 � `, �� '''"f� ,n:esLL;1:T1t11„`e'1' I Project No.: N! r >E 1a�irh2 M 16-01-0006 -6 ( x� " iAt w S-7 7° ACt x `� � ¢� Fl oPnc V x S 9 Q. 2 'Q� ooA LE RISER Designed: Drawn: SANITARY.=M7E ..._.._.._.. "s S-1O�"" } J.E.W. D.C.G. % _ EIEVA71011 7.N �, i x x ;I 9 � I SOORlI7HNV.8=0.73 �^ � 1 N.AV.0.1Y�DARN Cr ' IWEST NV.=0.72 I ,......-^"- ,�� - yy O }Lt ��r, fC+Ydx 1/2.I 8� ,ZS` rl 571-87-187�' i 2.25 2. � caEre w �•&..?. c ?'P�� x h e ed: C.: -------------- ., C c4. 0 o . �. YA � t } - � =AST ,`��. �� � -�AL� 1• �.,..- ,f., , T.B.W. R.C.W. MATCHLIN DETAIL THIS" SHEET '�� ..- � •��'�»�' '� `may h q � � SAWCUT AND CONNECT - ^' �"'' 2a LF } � � { � � NOVEMBER 12 � � � + , 2015 o MATCHI G EXISTING (FENCE TO ��u S , , � , , d u� , ��j , , � .......�__. ,� t � � Date: �u TO EXISTING SIDEWALK -- ,' 41 LF. AA1kdT r BE RE OVED MAY BE REUSED sA �� t GROP INLET 7E . O su a$ a� T "' ATE a -a., I I 55 LF. N 12 HP ADS 12` HP ADS SATE E=e. UNDERGROUND GAS RISER �IF IN GOOD CONDITION) m 1� � d SWTH INV.-313 w SOUTH N s24 Scale: ��' FLOWUNE OF II 12 HP ADS =' w CONTRACTOR SHALL FIELD VERIFY OF ALL1H-30' [STORM-MAN ? �` +�' EXISTING GUTTER PAY,}gLEN'T �l I AwME TO ROOF DRAIIN.HDPE CTION SIZE TYP. EXISTING DUTIUT1ES PR OR TO SiENV. 82 x - a b TO REMAIN, TYP. SII REFER TO ARCH. CONSTRUCTION U A � E 6 I I ;•' our" PLAN FOR LOCATION) WHEN WORKING NEAR EXIS NG UTILITIES Sheet VtliNEO EDGE OF DETECTABLE v M Y WARNING ��•^ 1 „ DOME PATTERNS SHALL ` �-• .� _;v v M 1.6MTPJ. BE IN-LINE WITH THE v " 7 5. ? < 2w 2.4" MAX. DIRECTION OF TRAVEL. _ BRICK �� '� L".. 60 6.5 V Q. a Z I FILTER FABRIC '` ^, Q > V 2' r N TRUNCATED DOME COVER 2-#8 @ 6"O.C. •� o VALLEY CURB v (SEE DETAIL) ' POST DRIVEN INTO r n 1 d) O GROUND 180 MIN. Q6 ,� M N.T.S. vv pO W w �1 O o Z " GRADE y � N 0.9 MIN. 0.2"±0.02" FLOW ^, m O 1.4 MAX. /� A A A Ad, C O V) c DOME a ap o 4 .� cn as a Ln 4"R " SLOPE TO MATCH t � o SLOPE OF ADJACENT N PLAN m o _ _ _ O I� M 10 •a• VI HARE OR NETTING I I 4 q : " PAVEMENT O O � i PRECAST IN ACCORDANCE � � � � O 8 R -7SECTION WITH LATEST EDITIONS O MC�To A 1/24-R-/ TRUNCATED DOME OF ASTM C478 o f W E 6_3 » PAVEMENT SLOPING ENVIROFENCE 100x NTH SED. FILTER c FABRIC, NETTING dt FENCE PER CITY OF JAX. STD. ► Ln °' / 6 AWAY FROM GUTTER MANHOLE COVER AND FRAME M Z m � Q m �. O O O GROUT C Ln N V b •= O d' m 0 18" EDGE OF DETECTABLE NOTE: USE ADA PAVERS OR 8' C, `O O C! WARNING APPROVED EQUIVALENT MO's �, Z 2 8 BRICK , o o MIAMI CURB & GUTTER (HIGH SIDE) 7U) N.T.S. .,.: 2"CLEAR ,u �- GROUT,"RAMNEK'OR m BASE-TO BASE SPACING HALL BE 0.65" MINIMUM BETWEEN DOMES. / °o°RING JOINTS a •p rrr,' .y. PIPE MUST WHERE REQ'D. C NOT BE IN = U CL PLAN /IEW CONST.-JOINT d � MINIMUM WALL THICKNESS SHALL PAVEMENT SLOPING 0 Q BE ONE TWELFTH OF THE DIAM. 1/4" LIP ASPHALT TOWARD GUTTER �j���� 2"CLEAR of THE RISER,WITH A MINIMUM FT. WALL THICKNESS OF 5". ABOVE CURB ALL SIDEWALK CUR RAMPS SHALL HAVE DETECTABLE WARNING w 4"R 10" SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND �� 4"x4" TRENCH MIN. PIPES SHALL BE FLUSH v 0 BEARING CAP r - '. •�'.• O IN THE DIRECTION F TRAVEL 24" FROM THE BACK OF CURB 2000 P.S.F. WITH INSIDE WALL. ;� ELEVATION �•� /r'-�r�/fir z 9n t 8 R1/2 R 7" CURB RAMP DETECTABLE WARNING SILT FENCE DETAIL o N.T.S. N.T.S. NOTE: FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATE D-110 W � w � N 18 A 4" STORM SEWER J-1 MANHOLE �, m „ N.T.S. v o MIAMI CURB & GUTTER (LOW SIDE) F v Ad a a a a z z N.T.S. � � \\�`� �`%\� ��`�\� �,\�� �X, �_ \ 4"---�--�� " COMPACTED SUBGRADE UNDER SIDEWALK W ~ CURB AND CURB & GUTTER NOTES: 5% MAX. DENSITY (A.A.S.H.T.O. T-180) V 1. MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST RN DOWN AS REQUIRED TO KEEP Q < FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE " = 3" MIN. BELOW ADJACENT GRADE z CONSTRUCTION. Z z 2.CONCRETE SHALL BE CLASS 1 CONCRETE WITH A MINIMUM 28 0 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. AT GRADE J 3.WHEN USED ON THE HIGH SIDE OF ROADWAY SECTIONS, Wo CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SL01?&. OF THE ADJACENT PAVEMENT. WHERE THIS CONDITION IS NOTES: 4'_4» SLOT OPENINGS SHALL 3'-4" NOT BE IN WALLS 5 3 4 5 3 4 WITH GRATE SEAT Q Z r ENCOUNTERED, THE FRONT FACE VERTICAL DIMENSION SCALL- 1. CONSTRUCT STRAIGHT JOINTS WITH FACE PERPENDICULAR TO / " / " REMAIN AS SHOWN FOR NORMAL SECTIONS SHOWN HEREON. SURFACE OF CONCRETE. TRAVERSE JOINTS SHALL BE AT RIGHT ANGLES TO CENTERLINE NLESS OTHERWISE INDICATED ON PLANS. o o W w 0 2.PROVIDE EXPANSION J01 TS AT 100' INTERVAL MAXIMUM SPACING �o �o w GRATE Q 0 0 ON CENTER. o o 3.PROVIDE EXPANSION JOINTS FILLER FOR JOINTS ABUTTING CURBS, �o �o { it o CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND OTHER . o o ax Z W FIXED OBJECTS UNLESS OTHERWISE INDICATED ON PLANS. o o F 4.EXTEND JOINTS FILLER FULL WIDTH AND DEPTH OF JOINT, AND 1,�" d- o 0 I 3 -0 1 NOTE: CONC. DESIGN o BELOW FINISHED SURFACE. PLACE SEALANT OVER JOINT FILLER o o r ! I STRENGTH Q PER MANUFACTURERS R COMMENDATIONS. 0 4 ® 12w 4000 P.S.I. W of 5.USE PREMOLDED ASPHALT-IMPREGNATED FIBERBOARD, 1h" THICK �o �o L: �... -- O.C. E.W. co` W CONFORMING TO ASTM D1751. m 6.CONTRACTION JOINT SHALL BE SAW CUT (134" WIDE BY 1 " DEEP). 8" 8» o 7.FINISHED SURFACE FOR CONCRETE SIDEWALK SHALL BE GRAY " _J CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO LINE OF 8» 29-0" 8" W Q Z » TRAFFIC. I I. GROUT OR �+ " " ccLL 1.5 TYPE S-3 ASPHALTIC � 2 1/4 5 3/4 G �- cn 8.PROVIDE CRACK CONTROL JOINTS o SAME AS WIDTH O.C. 5 3/4" 2 1/4" O = z o CONCRETE SURFACE COURSE 9.PROVIDE 16 STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK, 1 I JOINTS NWHERE ALL z CURB AND PAVEMENT A EAS. a EXPOSED CORNERS W < REQUIRED AND EDGES TO QE = U 10. CONCRETE COMPRESSION STRENGTH 3000 P.S.I. OO 28 DAYS » > 44 E �2w CHAMFERED 3/4 Z Q o z 11. SIDEWALK TO BE CONSTRUCTED WITH SLOPES COMPLYING TO (- 4 -4 1. I L� - `� WITH LATEST ADA CODE AND FDOT INDEX 304. SIDEWALK MAX BOLTS . . W � �..-� 2"x2"x1 4" ANGLE o W W LINEAR SLOPE OF 5.0% AND MAX CROSS SLOPE OF 2.0% : » +` 2" IRON GATE SEAT O mLu (SEE PLATE D-209) U a PIPE ROTATED F-- a ' 3'-0" FOR CLARITY - w W CONCRETE WALK rn r N.T.S. Z Q_ Z a0 O 6" LIMEROCK BASE LBR 100, COMPACTED `O X ! J m U- TO A MINIMUM 98% OF THE MODIFIED N a ~ o PROCTOR MAXIMUM DRY DENSITY FINISHED GRADE _" I OOD CL cn 8"'` Q >- (A.A.S.H.T.O. T-180). PRIMED ENTIRE WIDTH 3 N :I � w ~ w 12" STABILIZED SUBGRADE MINIMUM LBR 40, » » I �• _` N a o MAXIMUM PLASTIC INDEX OF 6. COMPACTED TO z 5-3/4 5-3/4 > _ n w qeulWupeeUepd CL GROUT OR RAM-NEK MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR a a - - �j c MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). 1 R-T CONCR TE iv m ao JOINTS WHEN REQUIRED 0 ,, .......,,.9� c VALVE JACKET + CO �O NOTES: PLAN VIEW #4 BARS ® 6 O.C. ; o v p . Z 1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. MINIMUM BEARINGS CAPACITY 2,000 PSF �_ < 6 2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER - a PAVEMENT ' 1/2"/FT. PIPE ROTATED FOR CLARITY ° _ ;' o BASE COURSES THAN THOSE HEREIN. THE 3 THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE SECTION VIEW �' o ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE Lm MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF R Project No.: o VARIOUS SUBGRADES. PVC WYE STORM SEWER TYPE "E" INLET coNSTMRUucTIONTJONT 16-01-0006 3.ALL ASPHALTIC CONCRETE SHALL MEET THE BRANCH PVC STOPPER REQUIREMENTS OF SECTION 331 AND/OR 333, FDOT N.T.S. Designed: Drawn: WITH LUSH J.E.W. D.C.G. STANDARD SPECIFICATIONS, LATEST EDITION. 45' a Checked: O.C.: Za NOTES: o THESE NOTES APPLY TO ALL INLETS NOT IN T.B.W. R.C.W. TYPICAL PAVEMENT SECTION PAVEMENT AREA. Date: INV. ELEV. ON PLANS NOVEMBER 12, 2015 N.T.S. GIVEN AT IS POINT 1. CONCRETE DESIGN STRENGTH 4,000 PSI MINIMUM BEARING CAPACITY 2000 PSF Scale: 2.ALL GRATES TO BE TRAFFIC BEARING GRATE CLEAN UT DETAIL 3.CONTRACTOR SHALL PLACE A 10' WIDE SOD MODIFIED TYPE "C" INLET COLLAR AROUND INLETS NOT IN PAVEMENT). ] w .T.S. ( ) H N.T.S. Sheet I v � ASPHALT TRENCH WIDTH VARIES N W/ SIZE OF PIPE u "� z ,..j .: �,` ` ,.:._. CROWN TRENCH IN 0 UNIMPROVED AREAS Cu ,U,, ,... ..Ff_ _._. ' w (3" MINIMUM) . to FINISHED o z GRADE ..� L LJ wM � .E- 8" PORTLAND CEMENT CONCRETE AT 3500 PSI, — — COMMON FILL con E W/ 6X6 / 10X10 W.W.F. a -III• ,IIIA III _ � (FDOT STD. SPEC. 346 & 350) I—) I I ''%�> \Z = II LN EXIST. GRADE COURSE AGGREGATE SHALL BE GRAVEL OR I 'I (V °) � z \ 0 0 0 0 '`.E STONE HEELING THE REQUIREMENTS OF FDOT -III—I I I o m SLOPE { . SIDE SLOPES PER —III=I SEE I I V) 0\ o w ' 0 0 0 SECTION 901-2 OR 901-3 RESPECTIVELY. Y '= -- 0 �a TRENCH SAFETY ACT — NOTE 3 _ °� a� •. 'n L _ SEE PLAN - O THE GRADUATION SHALL MEET SECTION III— (v _> fF` FILTER MATERIAL 0 AND OSHA REGULATIONS =1 I I= —I ' O c M w IL — : .r:_.:', N 901-1.4 GRADES 4, 467, 56, OR 57 STONE. III— •, . 0 0 MEDIA 0 0 \ (TYPICAL BOTH SIDES) —I I _ I I=I I = ( , '6r� G� w _ CU 0 z . O FILTER FABRIC SHALL BE "MARAFI US 160 NW =III— PIPE I=I z u� _%R O -� '. .. . o% 0 0 � " I I=III O.D. I=1 I I= ► -1 o E Z • t �, OR 1406 OR APPROVED EQUAL AND SHALL _ _ E BE WRAPPED OVER THE TOP OF THE FILTER =III=III =III c Z 0 0 MEDIA, DOWN THE SIDES AND ACROSS THE _ =1 I = _�I c Q ui 12" STABILIZED SUBGRADE FDOT fi`,Y 0 0 0 Ix BOTTOM TO COMPLETELY ENCASE IT. — — =I I — — b4 -� N x STD. SPEC. 160, TYPE B `` o 12" MIN. I = _ _ =1' _ •= p ^V w r Z :.` 0 5/16" ( ) I—III—III _ N = m R 40 / 6 PERFORATED PIPE SHALL MEET AASHTO =I I—III— C 0 N (MIN LB ) 0 0 o HOLES M252 FOR CORRUGATED POLYETHYLENE _ _ -I 11=1 I w z o � o o EXPANSION do CONTRACTIONS NOTES °� , f€. , .e /,� SMOOTH INTERIOR PIPE OR ASTM F758 FOR ' (=III I I=1 I I- a o J a- o N 1. PROVIDE 1/2' PREMOLDED EXPANSION JOINTS AT 30' MAX. SPACINGS , . '` �.f` POLYVINYL CHLORIDE PIPE AND ASTM C508 —III=I I— a w - ` ` �� �� � '� FOR PERFORATION REQUIREMENTS. - — IIS=I I' °D m z •8 2. PROVIDE STAY—IN—PLACE KEY CONTRACTION JOINT OR APPROVED 24" MIN. -I I _ 'I IE I I 1—I EQUIV. AT CENTERLINE OF ROADWAYS AND AT 15' MAX. CAREFULLY COMPACTED _ _ a - UNDISTURBED SOIL ~ ..... . . . . . . . c SELECTED BACKFILL FREE -11 FA I I=111=I I I=III=III I I I=1 I Ef I ' Lai a` 3. SPACING TRANSVERSELY SPACING SHALL BE ADJUSTED TO BLEND ASTHEITCALLY WITH PAVING FINISH AS APPROVED BY OWNER. NOTES: OF ORGANIC MATERIAL �I II I IIIII 11) I II IIIII IIIII 1 I!!II I IIIII ' 117 I a HEAVY DUTY CONCRETE PAVEMENT DETAIL 1. PIPE USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR - UNDISTURBED EARTH BITUMINOUS FIBER PIPE, AASHTO M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR (SEE NOTE 2) N.T.S. ALUMINUM PIPE, ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR ° O POLYVINYL-CHLORIDE PIPE. > } 2.CONTRACTOR SHALL PROVIDE MINIMUM 20' STUBOUTS ON EACH SIDE OF ALL DRAINAGE NOTES: a INLETS. STUBOUT LENGTHS IN EXCESS OF 20' MINIMUM SHALL BE AS SHOWN ON PAVING 1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180). O AND DRAINAGE SHEETS. 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 0 3.MINIMUM PIPE SLOPE OF 0.50% uJ 3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER. 4.CONTRACTOR SHALL PROVIDE CLEAN OUTS AT EVERY 100 O.C. AND AT END OF PIPE. 4.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. D 5.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. a� m ROADWAY UNDERDRAIN DETAIL 6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 0 0 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS N.T.S. OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH a a Q a a z z REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. z W SIGN NO. FTP-21-O6 TYPE 'B' BEDDING & TRENCH DETAIL C' & FTP-22-O6 a_ � 6, 5, 6• �— N.T.S. Q a .� 00-1-09 w l �- Z z i d °. ° 8 ° V f d o d € 12" " " Q o I . ° . ° . . a a , �a ° A - a ° 4 LB/FT U LL U) o r v a ° ° e 1" CHANNEL J ° ° . a 1 (GALVANIZED) v ` a d v, e:° °. Q' °. v e TRENCH WIDTH VARIES Q z I A. , = t. 1-1/4" W/ SIZE OF PIPE Z-0 NowW a 00 Q PARKING D SABLED olo M 1-13/16" CROWN TRENCH IN PERMIT -1/16" UNIMPROVED AREAS U' o ONLY 1-1/16 I-•— (3 MINIMUM) Z o ui NUT & LOCK FINISHED > D GRADE 0 3-1/2- _ Q 250. FINE — — — — — OfEL uiw 1" POST SECTION COMMON ILL 12' a � +. , i 1=1 I I—III—I III—I 11=1 11= m _ _ m TYP. SIGN DETAIL i`�'! WASHER 5/16" -III=III=III= I I=III��I I- J 0 ( ) o = MACHINE I I 1=1 I MI I I— I (—I I I;.I I J CONC. co SIGN SCREW OR -III—I II SEE I=II I- Y W Q o BOLT SIDE SLOPES PER NOTE 3 _ v C z WHITE 1` I TRENCH SAFETY ACT — — —III a G � Ln — PAVEMENT AND OSHA REGULATIONS (—II�— =III=� m C� = Z o MARKING (TYPICAL BOTH SIDES) IElII I=I ( (=I I PIPE —III=III= v = U W a _ •�.•••:. MOUNTING DETAIL -I I I=I I MI I I I M I I- z Z o ' I I—III— I I—I 11= o W Of Y w " POST 12" (MIN.) I = = N V a W 3-6 WIDE WHITE HANDICAPPED SIGN & POST DETAILS —III—III I III—) I I—III_ — w W 5' CHEVRONS EQUALLY N.T.s. _�= MIIMI I1- o V F a (� J SPACED PER AISLE II—I III—III W � Z Z CAREFULLY COMPACTED- "' w NOTES: SELECTED BACKFILL FREE =ILII o .o. I=III— 0° Q Q o W w -III-1 I I I I—I I w ,� W U a _J 0- w UJI W 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND OF ORGANIC MATERIAL = I=III=. a cin m Cn m a a 22.ITBOTTOM PORTION WHITEEFLECTIVE HALLMHOL AAVEAADREFO REFLECTIVE WHITE PIPE BEDDING a ~ o r a, (° �O 60' N N BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. SEE NOTE 8 �_ ) _ _ - I— — _ Q 2" W w W w 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND =1 I _=111-1 I I—I I I=III—III a H a a 2" WITH REFLECTIVE WHITE LEGEND AND BORDER. - =1 1 MI I I—III =I I I—III— p m- m- BEDDING ROCK T- UNDISTURBED EARTH "' '����,,,, a a N 6" WHITE vii I I=I I (=) I i=1 11=III—11 (-III- SEE NOTE 2 ,4 • ..`y� w c � STRIPES co ( ) ����•• •''� ' , Ln � 0 o NOTES: z .k-,k2" �2" 1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASH TO T-180). ��� `' • �� � W a H 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. °v-' { ° 3.15" MAX FOR PIPE DIAMETER LESS THA 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER. ay.°•� CL 4.WATER SHALL NOT BE PERMITTED IN TH TRENCH DURING CONSTRUCTION. �� '' ••. ,.. °°;� N km 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8". 5.ALL PIPE TO BE INSTALLED WITH BELL CING UPSTREAM TO THE DIRECTION OF THE FLOW. Brt7J8PlIId3iilfSSO9S{S,'"'' 0 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1: 12 6.REFER TO MANUAL FOR SHEETING AND ACING IN EXCAVATIONS. a, 3. SEE GRADING PLAN FOR ELEVATIONS. 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS Project No.: 44 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH 16-01-0006 0 WHITE. H.C. SYMBOL SHALL BE 5 HIGH. REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. Designed: Drawn: 5. DIMENSION ARE TO THE CENTERLINE OF MARKINGS. &DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE J.E,y�/, D.C.G. 6. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH PIPE. THE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO Checked: O.C.: Q SHADE 15180 OF FEDERAL STANDARDS 595A. REACH SUITABLE FOUNDATION. c 7. THE FTP-22-06 PANAL SHALL BE MOUNTED BELOW THE T.B.W. R.C.W. c FTP-21-06 SIGN. Date: s TYPE 'A' BEDDING & TRENCH DETAIL Scale: 12, 2015 TYPICAL HANDICAP PARKING SPACES N.T.S. T N.T.S. Sheet �� O NYLOPLAST 15" INLINE DRAIN: 2715AG __X u M `' ao= ,_, s.... b � u o 3M w u g tT11k Wfar vm To0 3we 1 v (1,2) INTEGRATED DUCTILE IRON •� N FRAME&GRATE TO MATCH BASIN O.D. "`" - --� V Ei: V Q 1$ MIN WIDTH GUIDELINE = U M �� �� / ADAPTER SIZE B � b� �,0 o+ i � a 6• 12 25_ o {A 7 12,25 / a 0 >0 Z 13,50 Ln N m 2 x T1�AT ) IS/, TO WIN � � � 1?• 7,00 . i 1S" 7.00 � � :� d + a $"MIN THICKNESS GUIDELINE '� N 0 LJ a ' (B) O > X �p Ld N � TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE k'-') P � tL >L: z APRON I MINIMUM PIPE BURIAL PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED ►i � 0- O DEPTH PER PIPE INVERT ACCORDING TO MANUFACTURER TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC I M E W LOADING,&OTHER APPLICABLE DESIGN FACTORS. .. 0 7 z PLAN 1: PLANSITAKE OFF RECOMMENDATION E NOT TOC sopa Z n Ln \0Q w (3) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: �9� N N to 0 in I 'm 4" 15'FOR CORRUGATED HDPE(ADS N-12/Ii�NICOR DUAL WALL. _ �V LIJ ADSIHANCOR SINGLE WALL),N-12 HP,PVC SEWER(Ex SDR 35), •G 0 m o PVC DWV(EX: SCH 40).PVC 0900,005.CORRUGATED&RIBBED PVC � 0 " PLAN VIEW OF ENCLOSURE � � (CORRUGATED HDPE SHOWN Rs 0 rn o N G .. X401 NOT TO SCAM � ) �<c V) M D Q e, 11) #5 Rmn om IN r1t amm THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRATE OPTIONS LWA1 RATING PAfRT f DRAWING* : W {1I GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, r PEDESTRIAN MEET$H-10 1 r.3P 7001-110-207.207 , _ CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM 02321- - F STANDARD AND W MEETS I1,ac1 1599CGS 7001-110,208w BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE SC? COVER MEETS H 2ts 1599= 7001-110. PEDESTRRI IAN BRONZE NIA 1�8 -7001-110-210. PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. O DCIi11 NIA 15 7A01.110 211 O TE NOTES, DROP INGRATE LIGHT DUTY 1501DI 7001-110-073 (n > >- £ Wd ISI MINIMUM PAD REQUIREMENT 10* <X C' 1 -GRATESISOLID COVER SMALL BE DUCTILE IRON PER ASTM AS:6 GRADE 70„0$05, � z .g WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE FOR D ENCLOSURE, AND/OIC NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA 30518 zz 2-FRAMES SMALL BE DUCTILE IRON PER ASTM ASW GRADE 70-50-05. # �. *. .': as 3 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL C.CjNFbRN1 TO OR POSSESSION OF TM15 PRINT DOES NOT CONFER, DATE 0403 06 PIiN(770}932.2483 : . LARGER FOR C3 , TRANSFER OR LICENSE THE USE OF THE DESIGN OR FAX 0 932 2490 ?' �` x�" ,..• +c ��, <.� ,.� AST1r103211 FOR CORRUGATED HL1PE{ADI N-12,r1�IANCf3R DUAL WALL}, �'V�0 '� {�} p s ` rT < d:" < x• i" N-I2 HP.0 PVC SEWER. TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NINH PROJECT NfLMIAAIE iYww rtyloAlasl�rs.tw�n LSI THE ENCLOSURE SIS IS DETERMINED 4 -DIMENSIONS ARE FOR REFERENCE ONLY.ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE N 5-DIMENSIONS ARE IN INCHES CONTAINED HEREIN,OR MANUFACTURE OF ANY PATE 031516 151N ONLINE DRAIN t3I11CK SPEC INSTALLATION DETAIL Y THE SIE OF THE DUM STEIR ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS Lv . 6-SEE DRAWING NO.7001-110-275 FOR ADS N-12&HANCOR DUAL WALT.BELL t° ,4.* INFORMATION 3 DRAWING NO.7WI.110-3F#FOR N-12 MP BELL INFORMATION. IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN (1) m NO CHAIN ' ++LINK FENCE ANY KIND. PERMISSION FROM NYLOPLAST. €a q'.S AYLORAsT DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DW(;NO. 7003-110.026 REV E p O COMMIX W cow DU PSTER APRON TO BE 3I O PSI € o ~ amC 0 sm FIBER MESH CONCRETE. o O aaa � aa Z z er ci PLEASE CONTACT T PUBLIC WORKS Ln TYPICAL WALL SEC-1710N SANITATION SUPERVISOR FOR ADDITIONAL NYLOPLAST 15" DRAIN BASIN: 2815AG __ X W NOT TO Suar GUIDANCEANFORMATION AT: 247-5834. � I- Q 0- 0- CITY F" ATLANTIC BEACH , FLORIDA (1,2) INTEGRATED DUCTILE IRON z z FRAME&GRATE TO MATCH BASIN O.D. - ` " - W " Q O T 'r `I L 'L 3 E I= t" ENCLOSURE 10 L E J I STANDARD I�I I t 8 ".. 18"MIN WIDTH GUIDELINE f1/ LIJ �r \� z MINIMUM PIPE BURIAL DEPTH PER PIPE 4 ° M - $"MIN THICKNESS GUIDELINE W Iz MANUFACTURER Q O - RECOMMENDATION U� (MIN.MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR afO REQ.SAME AS MIN.SUMP) GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE 7 I DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, Z w TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. \ U (3) VARIABLE INVERT HEIGHTS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. / AVAILABLE(ACCORDING TO Q O0 PLANSITAKE OFF) (5) ADAPTER ANGLES CC VARIABLE 0°-360" LL w ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER w GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, m CLASS II,OR CLASS III MATERIAL AS DEFINED Its ASTM D2321. BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SMALL BE J 00 �"'• PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. W J (3) VARIABLE SUMP DEPTZ H � ACCORDING TO PLANS � t— N (4) VARIOUS.TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: (6'MIN.BASED ON MIN Q.) O W 7 Q= L " T ' ` ADSIHANCOR SINGLE WALL),N-12 HP,PVC SEWER(EX:SDR 35), 41� v PVC DWV(EX: SCH 40),PVC C9001C905,CORRUGATED&RIBBED PVC � � � Q U 0 — z WATERTIGHT JOINT W LL- (CORRUGATED `(CORRUGATED HDPE SHOWN) v, GRATE OPTIONS LOAD RATING PART# DRAJMNG IFI M D Y PEDES r +N kAEETS W10 1599cGP 7001-110-207 O W Ld n/ U STANDARD WEE T`6 H-20 1599CGS 7001-110203 frL.f.� SOLID COVER --WEE TS 1-1-20 1599CGC 7001.110-209 U a PEDESTRIAN BRONZE NEA 15 GPB 70-01-11iI210 � w W t7OME WA 1990 `P00111{L211 DROP IN IaRATE t iT[3t1TY 150101 7001 1104773 U n J I - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, 0 Z WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUIIIIIJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE Q z 2- FRAMES SHALL BE DUCTILE IRON PER ASTMA GRADE 70-50-05 NYLOPLAST HAS PROPR Y RIGHTS-THE RECEIPT SUFORO,GAi818 O 3-DRAIN BASIN E BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS INT DOES NOT CONFER, DATE 03.30.08 PHN I770)932-2443 RISERS ARE NEEDED 1-11 BASINS OVER&I"DUE TO SHIPPING RESTRICTIONS. TRAINSFER OR LICEN5E E OF THE DESIGN OR N j FAX 770)932.2490 SEE DRAWING NO 7L£#1 11O�vS TECHNICAL INFORA4ATK)N S WN HEREIN "" � �'"' { 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SMALL CONFORM TO www.n I�us.com v �, r REVISED BY NA1H PROJECT NOINAME YIP ASTM 03212 FOR CORRUGATED HDPE TADS N 121HANCOR DUAL V1Atti REPRODUCTION OF THIS PR OR ANY INFORMATION N-12 HP,&FVC SEWER. CONTAINED HEREIN,OR MAN ACTURE.OF ANY TITLE H ARTICLE NEREFROM,FOR TH ISCLOSURE TOOT HERS DA1E 03.1410 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL � w 3 5 ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0"TO 36T.TO DETERMINE MINIMUM IS FORBIDDEN,EXCEPT BY S IFIC WRITTEN d •� ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.110-012. PERMISSION FROM NYLOPLAsk DWG SIZE A SCALE 1:2S SHEET 1 OF 1 OWG N4. 7001410.190 REV E O N CL LLJ ``oiiiUiUtWt►uunup//preq � o Ln ' 910! b/ a�*137 � Z z �! L tinN Q > Mrs. .` *°• •• ���~ �r • e Q ""•fid g+''��, �" � ��i4. 1: y m Project No.: 0 16-01-0006 Designed: Drawn: J.E.W. D.C.G. QChecked: O.C.: c T.B.W. R.C.W. 0 Date: 0 T NOVEMBER 12, 2015 0 Scale: eo Sheet vim/ I • o W. o ..a W V 0 z c M E APPROXIMATE LOCATION � 3 OF EXISTING 6" WATER N EXISTING ALUMINUM +="+� 0 N Z FENCE � PROPOSED,.RETAINING...... ._ Q 10.0 'EXISTING WALL TOP EL VARIES. tNJ = d' -J m t0.0 EXISTING ( O MAINTENANCE ; MAINTENANCE a SEE PLAN .� v~i BERM ) L- V) 0% p w BERM O u .. _ un cw N TDP OF.BANK EXISTING TOP OF BANCC o _ EXISTING a > w .. 1 0 EL= 6.401 a EL= 6.40f 40.3 M SOUTHPOND _ C EXITING -� O ( S .. 5 cho PROPOSED LOCATION OF p E w RELOCATED " ` c+r1 � z EXIS G WATER 6Z of a EL 0.901 #RAIN-: (30 } o ISN. COVER oLn co .. \O ¢ w APPROXIMATE LOCATION C N N OF EXISTING 8 O m r� d' r - EXISTING BOTTOM - , 5 _'__.... .. _ .._.__ _.. m.._. SANITARY 5; _.. .... __.. ...__ _. _._ .._... . .m.. ...... _ _m ... _._ _... S ARY SEWER MAIN O GRADE BREAK OF INSIDE o __ TOP OF BANK TO - r c -10INCREASE TO EL= 4.4 10 >, o SECTION 1 WHERE ADJACENT TO m a .a HORIZ 1"=20' 6 SANITARY SEWER MAIN TO m VERT. 1"=10' PROVIDE 30" MIN. COVER v OVER MAIN Li a o a' a_ w J C 3 0 O Z N z Z D_' Q z w O o N Z o Q W 4:1 SLOPE TO 2 m MEET EXISTING GRADE EXISTING 6' v O 10.0'..EXISTING _._. CHAINLINK �n N o O 10.0 EXISTING FENCE a a z z MAINTENANCE MAINTENANCE BERM BERM. 10 EXISTING TOP-OF BANK 6 EXISTING TOP OF BANK .10 N EL= 40t F- EL= 6.40f PROPOSED Z _._. .... m._ SOUTHPOND RETAINING WALL Q 5 ........ (EXISTING) 5 _ a (TOP EL VARIESL-L EL= 6.901 SEE PLAN) z EXISTING N.W.L. EL= 0`90 . Cn . .__. . . _ O EL= 3.90 APPROXIMATE _ U J LOCATION OF Z o EXISTING 8" LL -5 1=XISIING BO SANITARY.SEWER -5 ELS (-)6.1Ot MAIN Q z -1 a .... X10 CL O U W SEC110N 2 0 HORIZ. 1"=20' 6 v J Of VERT. 1"=10' o z o W O ^^ o L.L O W Of W m U) J WW Q LL Z G F"' cn O = Z a = V 0 Q z < �' CU 0 �^ Z W m �. u), W p W W 4' (REFER TO AQUATIC DRIVE R/W U W W SITE PLAN 2.07GtOD OPLL FOR DETAIL) U _ a 1 a DISTURBED 10 w BUILDING PAD a L z D w AREAS, TYP.) z F.F. EL 8.60 — z 4:1 MAX SLOPE m o 8 (SOD DISTURBEDAREA IN /iN) 0EXISTING MIAMI PR�OSED MCURB ANGRADE LJ GRADE L� GRADE/EXISTING _. _. ._ 4 TA m WALL TO PROPERTY LINE 2.0' FROM FACE OF OF RETARETAINING ,° J .• .. .,� �i 2 o MODULAR BLOCK RETAINING WALL . •• . cn o (REFER TO PLAN) (DESIGN BY A C9 (° OTHERS) a W z N ettlcq a SECTION 3 ��,�> , ®,• .� N HORIZ 1"=4' 3 VERT. 1 C •,'agbablg p.�13N: mProject No.: G 16-01-0006 v Designed: Drawn: o J.E.W. D.C.G. a Checked: T.B W. oR.C.W. 0 0 Date: NOVEMBER 12 2015 T Scale: co 1"=20' m Sheet v SEWE LATERAL MARKER REQUIRED EXIST. YARD PIPING CONNECTION 16- 43 TO BE DETERMINED IN FIELD V E FOR NEW DEVELOPMENT AREA (SEEN TE#1) IF NO CURB SCRIBE LETTER M U SIDEWALK "S" IN FRONT OF SIDEWALK 1.�.■ 'O M (PAINT GREEN) V O 3 P/L — .� •� LL. U _12 O 'S �— JOIN TO EXIST. CONN. IN FRONT OF H =O J SIDEWALK, DRIVEWAY OR P/L H x SCRIBE THE LETTER "S" MIN. OF 2" cCM6 .1 •� j CURB — HIGH & 1/4" DEEP IN CURB (PAINT GREEN) ME Nc _ S _ �� g � Z � O Ln D ? HOUSE LATERAL(SEE NOTES#2 &#4) O N Lu o 6" BEND SHORT RADIUS ` O w Cu Qj i�ff ac w C 'aMa � o STANDARD TEE-WYE FITTING(TYP) p V •_ � v Z 0 GRAVITY CE OF SEWER AND STREET C>� o SEWER UNLESS SHOWN OTHERWISE w �. O =1z ON PLANS w C M Z as U) N1111111- _ Ln M Cji N V:2 m r ao - - - - — F W •G Od m m � O0 O r CV00 , F T N C14 oZ) W I TOP OF PAVEMENT AVG. GRADE SURFACE U m z Q Zz _ 0 Q y ui o J FOR SECTION VIEW SEE S-20 :',W P„ ;,:. '.•'.4 .# I F- U d w w o VARIES £ °`; °.";.n, �\\�f\\e�\r'f � Lu Q w O I VARIABLE TO BE DETERMINED w ELECTRONIC"SEWER" BY ENGINEER IN FIELD FOR EXIST. PIPE o F MARKER (SEE NOTE#1) EXCEEDING 3'-0" DEPTH :� O a) z P/L — — — — FLEXIBLE ADAPTER 6 PVC BEND a NOTES: COUPLING (FERNCO OR EQUAL) zo 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS I 4 e ., 6" PVC SEWER SERVICE w r , , REQUIRED FOR ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS R,. LATERAL MIN SLOPE 1/8" :3 "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE ,r PER FOOT (NOTE#2) m LOCATION OF THE 6"PLUG. 41 SAND CUSHION 3"MIN. o 00 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE (NOTE#3) ` ' ' ' � 60 FEET(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). <1 a a a Z 0 EXISTING CONFLICT PIPE 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16"AND LARGER. 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) NOTES: WITH A"DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. LL Q 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. Wa- HOUSE LATERAL - PLAN VIEW z 2. FLATTER SLOPES MUST BE PRE-APPROVED BY JEA O&M MANAGER (ONLY) PRIOR TO CONSTRUCTION. ui O JANUARY 2015 PLATE S-19 3. THE SOILS BETWEEN THE NEW MAI AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. J 0 SEWER SERVICE LATERAL MARKER 77 REQUIRED FOR NEW z DEVELOPMENT \ Q z AREAS (SEE NOTE#1) HOUSE LATERAL OVER CONFLICT PIPE �— o 12"MAX CURB & GUTTER Q W W WIDTH OF RIGHT-OF-WAY VARIES JANUARY 2015 PLATE S-23 Q O U ENGRAVE IN CURB TFW LETTER AVG. GROUND SURFACE W 00 ELECTRIC"SEWER" MARKER "S"AT SEWER HOUSE SERVICE 0 O (SEE NOTE#1) LOCATION (PAINT GREEN) W W TOP OF PAVEMENT o �. . W W CL5 71 \111, 1.11(O x \ ! Z_ > w \ 0-J o z ` EXIST. 4"YARD PIPING m N o w CONNECTION (TO BE LOCATED o `-Q w WIDTH OF TRENCH F- o cnPRIOR TO INSTALLING TEE \' (NOTE#3) I- LJ M v \ \ \ BRANCH). PROVIDE FLEXIBLE W _ Z ADAPTER COUPLING(FERNCO cc \ \ \ \ TOP OF PAVEMENT G �— cn OR EQUAL). I AVG. GRADE SURFACE \ " BEND `a' ''":�: _ �._ _ / 1 W Q 6 PIPE LAY IN COMPACTED LAY IN UNDISTURBED SOIL W \\ \\ �\ I R.. ...,. �I ;� . ., �\\ \ Z Q o — z_ MIN. SLOPE z f SOIL a VARIES . _ \f,/\\ff\•�/,,r �. W LL v, CL 1/8" PER FOOT \ ,. U. w \,,• . \� � o W Y U) \\ \` STANDARD TEE-WYE FITTING FOR EXISTING PIPE Q m � U ~ > `` " 30° MIN., 60° Q PROVIDE 6" PLUG o < \' \ ( MAX.)) EXCEEDING T-0" DEPTH �— U tl OR CONNECTION TO N , I Ir �Wn >_ PIPING f ~ 0- YARD v —� EXISTING CONFLICT PIPE Zui f` FOR PLAN VIEW SEE S-19 — z Q Q o NOTES: \\�r\\ \\\r\\�\\\` v Q r SAND CUSHION 3 MIN. as 3 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC"SEWER"MARKER IS REQUIRED FOR (NOTE#3) w ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT IN USE",A 6" PVC SEWER SERVICE 0 d LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN) OR AN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO LATERAL PIPE (MIN)SLOPEa`aip�iu�eseinireu+.air. d MARK THE LOCATION OF THE 6" PLUG. ( 1/8" PER FOOTNOTE#2) ,��'' '� �jlt4 w p 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET p (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). N - �`► ' cam,, 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS: 6" PVC BEND =;5 moo Z VARIABLE TO BE DETERMINED y 15 �. ,=v 0 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A BY ENGINEER IN FIELD _ p a "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. yr. n T N 3 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE NOTES : + .*�° O CONSTRUCTED WITH A"DEPTH OF CUT"GREATER THAN 12 FEET. a'"+ 001 e 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. Project No.: m 'N 6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO A 16-01-0006 G GRAVITY SEWER HIGH-LINE, A MANHOLE OR OTHER JEA APPROVED METHOD. 2. FLATTER SLOPE MUST BE PRE-APPROVED BY JEA O& M MANAGER (ONLY) PRIOR TO CONSTRUCTION Designed: Drawn: 6 J.E.W. D.C.G. *' 7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, cc WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM Checked: O.C.: Q A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. T.B.W. R.C.W. Date: 0 HOUSE LATERAL - SECTION VIEW HOUSE LATERAL UNDER CONFLICT PIPE Scale: BER 12, 2015 JANUARY 2015 PLATE S-20 JANUARY 2015 PLATE S-24 Sheet 10B E � � Mo a'r.,_. 7-3/s" MJ TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQUIRED V •O 'r O HYDRANT SUMP (PROVIDE GRAVEL 0U O PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) .� •0 3/4" RODS (24" LONG MIN) V CL .5 V 30"MIN. O L 0 0�0 0 'a r v p0 6" PIPE O ,6 ^O E .E WATER N 3/4' RODS ALONG FIRST 15 LF m FROM HYDRANT (NOTE #2) N --� N r-8° 1v__) SEE NOTES#1 &#2 6" M.J. GATE VALVE (RESTRAINTS REQ.) I� - I '� ) o a POSITIONED NEAREST TEE FITTING O C L M MECHANICAL RESTRAINT REQUIRED (TYP) W HEAVY DUTY RATING0 Z WATER MAIN a� � � M E 0 PLAN � M z x cc _ Ln 7-3/8" C N N fY V W PROVIDE RAISED PAVEMENT MARKER •= O -• w o M (SEE NOTE#6) m r- t,0 O N CID 3-WAY FIRE HYDRANT PUMPER NOZZLE N L �' "' (2) 1" DIA. PICKHOLES �, o Q . :'' TO FACE Q OF PAVEMENT m Z N (SEE NOTES#3 &#4) a d 9/16" WATER VALVE BOX ~ bo U L I"-- (COVER PAINTED YE LOW) t CL 3/8" BREAKABLE FLANGE z O LOCATED (1"MIN.)ABOVE FINISHED a 5 FINISHED GRADE °° GRADE w NOTES: A:A o 0 1. PAINT TOP OF THE COVER WITH ENAMEL PAINT(BLUE COLOR)FOR WATER. a) Z rr Q 2. FOR"REUSE" PAINT TOP PANTONE PURPLE. LOCATE WIRE IF REQUIRED w LEAVE DRAIN 0 0 (SEE NOTE#1) a z 3. LID WEIGHT: APPROX. 12 LBS. BARE WIRE DEAD-END HOLES OPEN o w uJ o (NOTE#1) Du) WATER SYSTEM VALVE BOX COVER ;; r; aLLJ N > 41 Q JANUARY 2015 PLATE W-16 Q Q Q Q Q z Z Ln PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP OR EQUAL)TO TOP AND ALL 4 SIDES. 2,s„ Q W SECTION Z NOTES: W0 co J V/ 1. LOCATE IRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, J O THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE EN!b OF THE WIRE SHALL BE Q SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 7 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH o AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN W w COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING Q O AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E. THE PUMPER NOZZLE) . THE MAXIMUM DISTANCE(BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS W APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS O LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). U ALL PIPIN 3, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAIN ED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES o REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. w 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT W SHALL N T BE UTILIZED TO THROTTLE OUTLET FLOW. m 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND V J J O REPAINTED (RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS W _J Q z SHALL BE PAINTED RED. _ N 5. FIRE HYD ANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY 0 Z o IMPORTAP IT FOR BRANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE W Q INSTALLA ION OF(45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE Q U USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. Z Z LL O U) 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS W p W w PERPEND CULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN O W W n/ Y THE CENI ER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. ♦ Q LL U FIRE HYDRANT INSTALLATION v USING MECHANICAL JOINT TEE �' Q z JANUARY 2015 PLATE W-13 Qo Cf 3 Q ~ Of W vi CL ... O d N \,\\\\\,yp111lUlil!YOUIUIp��', a s W i F- 0 O Z,m"L: � .y � Z vz m \S C .Lm y Project No.: G 16-01-0006 v Designed: Drawn: cc J.E.W. D.C.G. a Checked: o T.B.W.T BR.C.W. m o Date: o NOVEMBER 12, 2015 0 Scale: 0 Sheet 10D • LENGTH (L)TO BE RESTRAINED (SEE PLATEN s. 38C & 38D FOR ADDITIONAL DETAILS) V M 0 HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS TEES 4-0 to NOMINAL 45° BENDS OR SEE NOTE 5 PIPE90° 45° 22.5° 11.25° (SEE NOTE 4) DEAD RUN BRANCH � U O •rO SIZEBENDS BENDS BENDS BENDS =UPPER ENDS SIZE SIZE SIZE O (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) (IN.) L(FT.) (IN.) (IN.) L(FT.) V PVC PIPE RESTRAINT NOTES: 4 20 8 4 2 20 3 50 6x4 35 4 4 F.O. •�r (z > V 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20 8x6 35 4 6 F.O. =O RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS 8x4 65 4 < LESS . � V M 0 INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 10x8 35 8 8 30 Q6 6 < LESS F.O. O E I SOIL=GM OR 10 40 18 8 4 45 6 110 10x6 65 10 10 48 O Ln Z 3 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS, 1 • SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 12x10 35 8 14 'G~� O OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 12x8 65 6 < LESS F.O. -� �f1 N Q m 14 56 23 10 5 60 9 140 12 12 65 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16x12 65 cn O V- 10 35 '� `Q w0 � 16 60 26 11 6 67 10 160 16x10 95 � 8 < LESS F.O. n 5 a 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 12 180 20x18 35 16 16 100 COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE 20x16 65 12 40 O = M w UPPER(TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 20 75 32 13 7 80 13 195 10< LESS F.O. N p LEVEL. ASSUME 45 DEGREE BENDS. 24 76 33 15 7 81 14 200 20xl2 120 20 20 130 M E LOU 16 80 24x20 65 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 24x18 95 12 < LESS F.O. �• O 7 z E SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE _ Ln Z qT36 100 40 20 10 110 20 270 24 24 130 .- ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 24x16 120 °0 42 115 48 23 11 125 24 300 30x24 80 20 40 N N V m 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 16 40 r 48 125 52 25 12 140 30 340 30x20 150 12< LESS F.O. •�' \0 ;8 m 0 CM 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 36x30 80 30 30 8 0 O °0 SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH 24 80 , O a 36x24 150 20 50 L INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD N Q ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE 42x36 80 16< LESS F.O. �' AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE 42x30 150 36 36 180 m � z 30 120 d AT THE BELL RESULTING IN A SERVICE OUTAGE. 48x42 1 80 124 50 w •� 48x36 150 20< LESS F.O. p n• 42 42 220 a 36 160 30 80 w 24 40 C 20<LESS F.O. Fn O PVC PIPE RESTRAINT JOINT SCHEDULE 48 42 ,$o JANUARY 2015 PLATE W-31A 30 40 0 24< LESS F.O. 0 F.O. = FITTING ONLY cn D Lu a) m 0 0 a � a as Z z O TEE BOLT TEE BOLT C MPI PLAIN END P.V.C. RING M.J. D.I. FITTINGS ~ PLAIN END P.V.C. BELL A. P.V.C. a- LLI ¢ a -- 0 -- z ANGLE OF DIRECTION CHANGE W O O -- HORIZONTAL BEND – – PIPE o np J BELL Q RESTRAINED BELL JOINT RING RESTRAIN 13 MECHANICAL JOINT w L THREADED STEEL ROD W/NUTS & Z z CO lIF # +M+k MECHANICAL JOINT TEE THREADED (TYP) LENGTH AS REQUIRED o o MECHANICAL JOINT TEE W w TYPICAL PROFILE Q TYPICAL PROFILE a .=NE. ROUTE LOCATE WIRE IN BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END o VALVE BOX(SEE S-49) O � W/MECHANICAL RESTRAINERS SECTION W/MECHANICAL RESTRAINERS w 0 DEAD END ~ w a MECHANICAL JOINT VALVE Q U L� 900 THREADED o NY-1\�,�� �� \�� \�fi� �\;fi\� \`�. �\> ..<`��,��""� : EYE BOLTS W/NUTS w STUB OUT LENGTH SHALL BE 20 L.F.(MIN.)WITH w JOINT RESTRAINTS w PIPE BELL RESTRAINT 0° �Fm 00 THREADED STEEL ROD (f� J o MECHANICAL JOINT SLEEVES UPPER BEND ���,� W/NUT&LOCK w J Q o REDUCER tip, �o a WASHERS (TYP) U- SOCKET CLAMP WITH SOCKET CLAMP z ANGLE OF 450 ti �9l o (LENGTH AS REQUIRED) WASHERS (TYP.) _ �• N_ NO. OF TIE RODS REQUIRED DIRECTION CHANGE O = Z o �....... TIE RODS ai PLUG ANCHOR STRAP = u J Q a° 3"- 8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT(3/4" ROD) Q 110 0 42\ 10" - 12" DIAMETER MAIN -4 TIE RODS REQUIRED PER JOINT(3/4" ROD) LOCATE WIRE ( MECHANICAL JOINT PLUG Z Z LOWER BEND 0 Z 14" - 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT(3/4" ROD) RUN TO BOX) 3: w ~ 18" -20" DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT(3/4" ROD) � (SEE NOTE#2) A _�A m p W w 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT(3/4" ROD) 0 w w v * * * 30 -36 DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT(1" ROD) ¢ 42" -48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) ANGLE OF 45° Li PLAN ~ V c W PLUGDIRECTION CHANGE U o_ 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT(1 1/4 ROD) � }' Z Q w w VERTICAL OFFSET PROFILE Q —�/ Z DEAD - END THRUST COLLAR ANCHOR w J L.L- OU ® TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL)SIZE m o AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36&W-37. w zBRANCH Q } w �- F- '3a. z U) NOTES: SECTION "A-A" w H �It L O .+ w L L a���uti�eeietmrenup Iw w 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRATS MAY BE USED. c M TEE 2. LOCATING WIRE REQUIRED, UTILIZING A IPCATE WIRE BOX INSVALLED AT PLUG LOCATION. • •.• %,� O ' • V N dm 3. NUMBER OF TIE RODS REQUIRED IS ASF LOWS: y°a O 3"-8" DIAMETER MAIN -2 TI RODS REQUIRED 4 JOINT(3/4"ROD) �l l z 10"- 12" DIAMETER MAIN -4 TI RODS REQUIRED P JOINT(3/4"ROD) _ oti 6 Vis( k j Q w 14" 16" DIAMETER MAIN -6 TIS RODS REQUIRED PER JOINT(3/4"ROD) co <C • '"° w * * * * * * * * 18"-20" DIAMETER MAIN -8 TIS RODS REQUIRED PER JOINT(3/4"ROD) 24" DIAMETER MAIN -12 TI RODS REQUIRED P4R JOINT(3/4"ROD) N 3 FIRE HYDRANT LATERAL RUN VALVE 30"-36" DIAMETER MAIN =14 TI RODS REQUIRED Pmt JOINT(1"ROD) r¢,,r�;{ p••°a •• '` 4 NOTES: 42" 48" DIAMETER MAIN 16 TI RODS REQUIRED PER JOINT(1 1/4"ROD) 54" DIAMETER MAIN -18 TIEµ'RODS REQUIRED PER JOINT(1 1/4"ROD) Project No.: •y GENERAL NOTE: 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL 16-01-0006 BE A TOT L DISTANCE OF 30 FEET(MIN.). 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER FAVEMENT, IF POSSIBLE.THE STUB OUT SHALL 1. PAY ITEM"'" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSIW-,BY 10 FEET(MIN.)WHERE POSSIBLE. Designed: Drawn: 2. PAY ITEM "- DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. 2. PAY ITEM " """ DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. J.E.W. D.C.G. a, Checked: O.C.: c �� 3. PAY ITEM -- DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. T.B.W. R.C.W. 3. INDICATES DIRECTION OF THRUST FORCE. PLUGGED DEAD ' END USING Date: MECHANICAL RESTRAINT DETAILS — I MECHANICAL RESTRAINT DETAILS — II MECHANICAL RESTRAINTS Scale: PLATE .- PLATE W-31 C JANUARY 2015 PLATE W-31 D JANUARY 2015 PLATE W-37 JANUARY 2015 Sheet 10E Alltll,4,ft ' a- J 1 19ee"" V g E I %- ��W:I o ��ITAR=M8 NH W,,..... �#.w.w^^•"'"•'� ' ,. = V N U SOUTH INV.-0,73 0.73 .,-,....--^• I fIT INV.-0.72 I .ww.........-• alai w_.,.w.........._ ...w....• 1 ~, tIt boJ ..._ _ €- umff '•�OF CLEARING 1 PE MAN O I a _. 1 i t � L , u 0 SIT MAD MAL IN I �0 INSTALL SILT FENCE t Ju = 0 I X11 _ .,.._, tv .S N �.._M__r_, 1 Q o _ STORM MAN LE "� ":�'--1'L1'"'1L1�I_':z!Lj,L.LL,::����r.L:1I1LI":'I1 LL.I I.I_L_'�L�f.��M11�%11II.1I,�II.11l,CL,L.LL�"ILLzI­ ZI1I II L. 111 I E40 ZI- LI kI J. -11 EAST INV. - 7 11 II w 'V h 11 ���@ 3 #LAC 1 um x t _ SMO S I u 3C # �OATiNG t� O LA Z H I 11 -----I RBIDITY > O 0 40E I { UCLEARING BARRIER u1 N Q m 4`A VFlI I #`•'�`a\•r'�0 3x @� l IV. k W O _J j! AU• .a E 11 4 C f I # I 11 L ...�.�....`_ 51M1y; IE INSTALL SILT FENCE O .r •L-r, M L 5 RM ANHOLE 1 3'" T Q w 3,"r`I $.AERN. .. INSTALL SILT FENCE 0.3 �( n V >~ Z w...-.._...-_......................_._..--. .. oM Z Q . ... _ ........._-_ , - _ _...- _ __ „-..- _....____. . ................ . it �O Q w ... •-^�. N F3A FLOATING TURBIDITY BARRIER - -- FLOATING TURBIDITY BARRIER 1� sty } C N N V 1s m _+....,` ` 3'. It ap4F3£"T � ;@S �_«EM�t "'#• z •rO m sly + INSTALL HAYBALES = O co INSTALL SILT FENCE U SING ili'' 1 ? �. - AROUND DRAINAGE ocP+uc , ,C- C O o 11 ! TRUCTURES (TYP.) . . .._._ _ .__._. - .. .. ._.... _.m_ .._.. _ _. _ It N C -..__ - ._..._ - ---- _---... ..___ -_,... ..�... - _.- __ .._._ 'a ~ ------------------ ----_ # I, INSTALL SEDIMENT FILTER _r.. is m --- ar .. y - --------- _ _... .._.... __._ _ ----- "1 t 3e M: �`1 + + , OVER EXISTING CURB INLET ~ a` ---------- --- ----- -- ' t is M o - -------- - --- -- - f= �1" rr .-1.19 7 3 a Q std I as _s_ - _ - r2 It 13• _ 15 - - - Wit €. ,«.�' DROP INLET $ tt GRATE EL=3.93 O ", : -:w11 g _ SOUTH INV._-0.95 O ...-. 3 _. kt 1 fl > >- ,_ { p 3' N T i t Z t s I ii' G �. 11 3 . - u g 1r 3R1. «:: ': 30...i1NR` �. i..,.3 Z • c.:.: ^`ham-4;;..:e _..... __. ,3_. ..:�. a.Z 1 r 4 Ee&URR1.v�Ak :-�+ A.., - O tt ^x 733 33..::YR1Pis,ex.�' 3� 3t1AiZ.;A It £ r } w \3\ �� tl w a \ € tt _ P a •3"$e`.aQt`33 OAif a. •• "'�t :3 . C. r I _. O 'dye "b Pi �' a:� a i 0 TORM DRAM 04E 4: ,Y'SAT 1 . 1' SAPNTART MANHOLE :.. »�'' _...,s \a a _. » , ..... _...., . .... ,. W :..-065 is }y : :TDP -III= :.,, _..... ..w i.+. } }:'.. :: ` ;S«E;b:,C1Stf „. „ .., QR.;ITATER �? ••„a\ syi ° i, f :: __' _ . _ ...-- _ r: -- Y _ -- - --- ca �r ci O :INY w. k70 =--_--.-.•"". ..-.." _:._:._:zx s2:xs::_,.... rW:._:x.t».»......»; nte' ..-.., _ .»..,: -.. ,_., ,,,. a.. .a mi #R '�,- _�_..C--mow.". w__-'+__....`..�..r_._.,-..-,-- T.�-.-+^JF CF ww �t# ....r�..^. :.. _ ter. �u-.,...- � _.____.� �� ... a �� � a a Z a ..jo � Z t � } N t INSTALL HAYBALES ': I i i I- n� 1 ..._...__.. .K i� AROUND EXISTING i t }11 - I , DRAINAGE STRUCTURE r� } ate'WA� i F INSTALL SILT FENCE SANITARY MANHOLE , t `� O { ,,. EAST RIM EL=6.1J c.$g' �, 0l" INV.CN=A1131 111 31 2 -F - 0 6 O INV.W.=1.43 1..... "__. --._. ...... ...... ... 7°N EA4T Rat OF SANTARY YANNOLE } O t+R Z FIEVATON 0.17 N.AV.D.1--1- x V LEGEND _ A 0 ZZH o I 37,• oCP+UC ILII.'IrI:�LL III IlL ?, } QQZ LIMITS OF CLEARING 3 0 - 0Z0 1 zU I Z Q _ Z W z CLEARING AREA } 3 V t INSTAIIL HAYBALES 0-l '� } AROUND DRAINAGE Q - O O # STRUCTURES (TYF'.) ♦-^ v -0 o- o-o-- TREE PROTECTION " W ( J SF SILT FENCE W/� O $ 1 E Efl -a FLOATING TURBIDITY - M W D BARRIER E+§ ", , a1Re O iia eav _4M O .... -.. «.....-. .,,...+'" 3 ii 4 : 3"N NAV lase DA7U11 ..�.--.r• W E .. _.. ., . # HAYBALE # 39 m _." 1 3 9 NAP#, 3+ O 1 N F- T � A J o "N" - }3 5W z INSTALL HAYBALES LIMITS OF CLEARING G - L AROUND DRAINAGE 1 STRUCTURES (TYP.) 0r z 10 W ~ - 3• # z ci z 11'1-,1L 1I 1IL1L'w-_-L L 1III1.L,.L/II:I:I I:.L:1-,I11 �7C,i_74I.1"-_-iW*­-�I"1�'l-'L,-L I-,,L�-1I--1�_1_1 4��mI III'*I�\. _-I_I I _I I�_I LI_I�1I11I1I�..-11-..1 M1,1-.I="W-L I/IL 1:,,_1,,,Ii,_,L1 LI_\L-IL O10ILII1 I I.IL I-�L I L_A-L,-L 1I,�I L,LI I1L_I1#eI�I 11LmlI I I I"I�III l*I I:I m 1_LI IL II I-I I,0 I-III".--�­.I.­1I.L_'_I.I'IB1III_1II*,"EImH­a.Z`I1IIINI,E;,�:I­�I L L011L1�:L-11II1I�L I�,ILM_1I'�LI\L yMIA1I 1i1 I-/1-L L�IIIL/I*II k I I I'i�I-"_:_./LA lL 1I-IL�I.0 LIIK + INSTALL SI+ FENCE W TREE BARRIER SHALL BE " ia"M .N M- ; t m o W Y PLACED TO THE OUTER LIMITS LIMITS OF CLEARING v OF TREE DRIPLINE. 8' MINIMUM 3 �` O Q INSTALL SILT FENCE 3 T 11 it {t - X L u 6 INSTALL 3' TREE ' 'I A' \ U (D >_ FENCE ALONG AREAS a TO BE PROTECTED T '« t z (SEE NOTES) I i} Q �/ z SEDIMENT AND EROSION CONTROL NOTES: ,E 11 m 1. SEE SHEET NUMBER 2 FOR GENERAL. NOTES AND LEGEND. I. - o cm 2. CONTRACTOR SHALL PROVIDE HAY BALES ATA DEWATERING SUMPS. 1 ; Q >- U3. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET. € # � Q F- W 4, 4. SILT FENCE, HAY BALES AND OTHER ELEMENTS HOWN HEREON ARE GRAPHICAL - I 1 a T REPRESENTATIONS AND ARE NOT MEANT TO BE 'XACT. GENERALLY, THESE OBJECTS ARE 1 ~µ 1 11 � O _d PRESERVED UNDERSTORY INSTALLED OUTSIDE LIMITS OF UPLAND BUFFERS, WITHIN PROJECT BOUNDARY AND OUTSIDE I ```e``„a+iIcs►autnN ntuepq��p TREE PROTECTION DETAIL LIMITS OF CONSERVATION AREAS AND JURISDICTI NAL WETLANDS. IT IS UP TO THE CONTRACTOR + • �� �� °<, L' o TO LOCATE ALL UPLAND BUFFERS AND WETLAND PRIOR TO CONSTRUCTION ACTIVITIES. �"T , .•• °°''•. °�•, c N.T.S. CONTRACTOR SHALL PLACE THESE ELEMENTS AS CLOSE AS PRACTICAL WITHOUT DISTURBING lR ' N � •° SQ c TREE PROTECTION NOTES: UPLAND BUFFERS, ADJACENT PROPERTIES AND/0 WETLAND / CONSERVATION AREAS. # '31T` , : ,0 N O O m . rT° NYfDRY It! w 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS. z 1 `�` + c SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN. CONTACT OWNERS NRl 6 o }- ..p5' W Le o, REPRESENTATIVE. H`� H 2. PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT S N' - ''' zz _a rn OWNER'S REPRESENTATIVE. i '"t:o ' ' °,� • ',�^`~ I1�I1 p 3. INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT, CLEARING NOTES: }' FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. -11-!01 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES, HAND 2. CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH TREE PROTECTION FENCING PRIOR TO _ - } ' tt Project No.: EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. CLEARING IN ACCORDANCE WITH APPROVED LANDSCAPE PLANS. REFER TO LANDSCAPE PLANS `1 16-01-0006 0 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS, PROHIBITED TO �N M""� ANY FOOT OR VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS. / TREE MITIGATION PLANS FOR TREES TO REMAI UNCLEARED AND LOCATION OF TREE El MACNATEw CAA OISIG V _zea N _ / owe RISER Designed: Drawn: -W N.AVD.1999 DATM PAE3t 6. PROVIDE APRE-POSTED BARRICADE, POLYPROPYLENE HI WE ORANGE FENCE, RONFORCED W/ PROlEC110N FENCING AND DETAILS. - h J.E.W. D.C.G. a f5 REBAR O 10 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROVIDE 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSUR THAT NO CLEARING OCCURS OUTSIDE THE I, e! Checked: O.C.: a SILT FENCE ALONG UPHILL SIDE OF TREE PROTECTION FENCES. - - --- --.•- _� GAS RISER / .W t° 7. A WATERPROOF, RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE, SUCH THAT LIMITS OF WORK SHOWN HEREIN AND SHALL BE ESPONSIBLE FOR DAMAGE TO PRESERVED J _•_ . ..__ .__..__. �- •- --- -- ----- - - - T.B.W. R.C.W. c THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS TREES OUTSIDE THE LIMITS OF CLEARING. ._ _WT_ _•• --- - - ----� - Date: SHALL CONTAIN THE FOLLOWING WORDS, AND WILL BE MADE AVAILABLE BY THE CITY AT THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO CLEAR AND GRADE ALL AREAS AS REQUIRED TO ___. _:-._- ...- DROP INLET MGP RL T NOVEMBER 12, 2015 o EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION COMPLETE SITE WORK AND SHALL MAINTAIN AND INSTALL ALL TREE FENCING AS REQUIRED. ",11-" .311 ATLANTIC BOULEVARD .A'""'.1.. Scale: 11 TIME TIME OF PERMIT ISSUANCE: NO GRADE CHANGE. STORAGE OF MATERIALS. VEHICLES OR BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF 3. CONTRACTOR SHALL PROVIDE HAY BALES AT AL DEWATERING SUMPS. 1 = 30 T_ ATLANTIC BEACH. FOR INFORMATION. CALL (904) 247-5800. 4. CONTRACTOR SHALL INSTALL HAY BALES OR SED MENT FILTER AROUND EACH INLET. WlI (10C1' ROW) _ - Sih eet OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS v o u M U 4­0 �v SITE DESCRIPTION GENERAL HAZARDOUS PRODUCTS "C3 CONSTRUCTED ON U DISTURBED SOIL AND THE AREA BELOW THE LEVEL * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT TEARS. 7O UP IS STABILIZED. E WATER SHOULD NOT ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT M THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH O 3 O PROJECT NAME AND LOCATION: RECONCENTRATE RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. SEE IF THE FABRIC IS ECUREI_Y ATTACHED THE FENCE POSTS, AND �� w V O TO SEE THAT THE FENCCE POSTS ARE FIRMLY IN THE GROUND. O AQUATIC MWNHOMES THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL V N \p ATLANTIC BEACH, FL REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE • PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT * THE SEDIMENT BASINS WALL BE INSPECTED FOR THE DEPTH OF SEDIMENT. �" '> N AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERI NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 J OWNER NAME AND ADDRESS: ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. ^p CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE I TO ANY ADJACENT WATER BODY OR STORM WATER * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY WHICHEVER COMES FIRST. "" ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL � 1575iN�OR RESIDENTIAL pRI� OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILI SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES "a ~M E c BUILDING 100. SUITE 200 REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED. O u1 CI ATLANTA, GEORGIA 30318 THE SYSTEM INTO OPERATION. 6. EXPOSED AREA UMI ATION: THE SURFACE AREA OF OPEN, RAW ERODEABLE • IF SURPLUS PRODUCT MUST DISPOSED OF. MANUFACTURER'S OR LOCAL O \ Z 3 SOIL EXPOSED BY AIRING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED Ln N DESCRIPTION: FOR BARE SPOTS. WASHOUTS. AND HEALTHY GROWTH. 41 d' .J In EXCAVATION AND Fl NG OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. CONSTRUCTION OF A MULTIFAMILY RESIDENTIAL DEVELOPMENT WITH SEQUENCE OF MAJOR ACTIVITIES: THIS REQUIREMENT AY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS • C O N 6 BUILDINGS (23 UNITS) AND A SMALL AMENITY / PARK AREA. N A MAINTENANCE INSPECTION REPORT YNLL BE MADE AFTER EACH CONSTRUCTION WILL CONSIST OF REMOVAL OF UNSUITABLE EROSION CONTROL N WHICH DEMONSTRATES THAT OPENING OF PRODUCT SPECIFIC PRACTICES INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE �r •L= �O w THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE INSPECTOR IS ATTACHED. �" N \0 MATERIAL. FILLING. GRADING, UNDERGROUND UTILITIES. ROADWAYS ADDITIONAL AREAS LL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT 4J > U" O a. OF SEDIMENTS. PETROLEUM PRODUCTS THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AND RELATED INFRASTRUCTURE THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: WASTE DISPOSAL AVAILABLE UPON REQUEST M THE OWNER. ENGINEER OR ANY FEDERAL. D c+.:M SOIL DISTURBING ACTIVITIES WILL INCLUDE CLEARING AND 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION C Z O GRUBBING; EARTHWORK, PAVEMENT AND GRADING; STORM CONSTRUCTION ENTRANCE CURBS do GUTTER, 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE M REDUCE THE CHANCE OF PLANS, OR STORM WATER MANAGEMENT PLANS. L`'J x O-aSEWER, AND PREPARATION FOR FINAL PLANTING AND SEEDING. DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM M E 0 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT WASTE MATERIALS LEAKAGE PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED w E BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE OMPLE11ON OF ALL CONSTRUCTION OPERATIONS WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM �- M Z CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES CU of THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF Z 1° THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPLIED ACCORDING M THE MANUFACTURER'S C Ln T RUNOFF COEFFICIENT: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS ti0 ¢ w 00 1. PRE-CONSTRUCTION - 80 SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING RECOMMENDATIONS. OF NON-COMPLIANCE. I= V, N 2. DURING CONSTRUCTION - 94 BASIN 12. COMPLETE FINAL PAVING 8• TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTQR WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT __ �V w AND THAT ARE NO ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS �>= O d' m N 3. POST-CONSTRUCTION - 94 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED • THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO = O BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR p O N 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WILL ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE , N SEE SOIL BORING REPORT FOR SOILS DATA COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. REPORT. - a GRUBBING ACTIVITY IS COMPLETE AND THE >, o Q SITE MMS' 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED. REMOVE ANY LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY * m Z * SEE ATTACHED GRADING PLAN FOR PRE do POST DEVELOPMENT GRADES. CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A RESPONSIBILITIES SELECTED FOR INSPECTION AND MAINTENANCE Q •a AREAS OF SOILS. DISTURBANCE. LOCATION OF SURFACE WATERS. WETLANDS. 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. a; THE DAY-TODAY SITE OPERATIONS. WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN M AVOID SPILLS. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND 0 PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/bIKES AND RESEED/SOD FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE w AND STORM WATER DISCHARGE POINTS. SEEING THAT THESE PROCEDURES ARE FOLLOWED. MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND B. STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS TURBIDITY CONTROL PLAN FOR LOCATION OF O SEE ATTACHED EROSION a. * d: TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS STOCKPILES AS AS LOOSE MEASURE MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED 0_ SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. * PRACTICABLE AREA ADEQUATE PREVENT MOVEMENT OF SEED AND MULCH. ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED M THE a: PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING NON-STORM WATER DISCHARGES w 10. TEMPORARY GRASSIG: THE SEEDED OR SEEDED AND MULCHED AREA(S) 0 ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE M MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES .0 SHALL BE ROLLED D WATERED OR HYDROMULCIHED OR OTHER MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WILL OCCUR FROM THE SITE >_151 TE DURING THE CONSTRUCTION PERIOD: >. AREA:TOTAL AREA OF SITE - 1.71f Aa MEASURES SUITABLE METHODS IF REQUIRED OPTIMUM GROWING MANUFACTURER. SITE PERSONNEI. WILL BE INSTRUCTED IN THESE TIMING OF CONTROLS/ IRTO ASSURE OP (D Z 1. � 2. TOTAL AREA TO BE DISTURBED - 3.71f Aa CONDITIONS FOR THECONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE ESTABUSHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO * WATER FROM WATER UNE FLUSHING Q AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES TEMPORARY GRASS MANAGES DAY-TD-DAY SITE OPERA11ONS.WILL BE RESPONSIBLE FOR O FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. SEEING THAT THESE PRACTICES ARE FOLLOWED. * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR o AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SPILL CONTROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED). w NAME OF RECEIVING WATERS: BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRA NG : IF. AFTER 14 DAYS FROM SEEDING, THE N HOPKINS CREEK * UNCONTAMINATED GROUNDWATER FROM DEWATERING EXCAVATION). Z) OTHER PORTIONS OF THE SITE STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT ( w INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRO SS COVER. THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE a) m ALL NON-STORM WATER DISCHARGES WILL 13E DIRECTED TO THE SEDIMENT CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED A3PUED SUFFICIENT M ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. a a a a Z z 12. MAINTENANCE ALL TURES OF THE PROJECT DESIGNED AND WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED. THE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CONTRACTOR'S CERTIFICATION CONTROLS CONSITRUCIED TO T EROSION AND SEDIMENT SHALL BE N ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE - MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE TRACKING I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL AND THE EARTH DIKE/SWALES WILL BE REGRADED/IREMOVEED AND STABILIZED PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP - FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND IN ACCORDANCE WITH THE EROSION do TURBIDITY CONTROL PLAN. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER Of TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON 13. PERMANENT EROSI CONTROL• THE EROSION CONTROL FACILITIES OF M THE SITE ENTRANCE WILL BE SWEPT DAILY M REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE a PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY ENSURING THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD. DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. �/ Z TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING CONTRtX_S OFFSITE FACILITIES. THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A INCLUDE BUT NOT BE LIMITED M BROOMS. DUST PANS. MOPS. RAGS. _J STATE AND LOCAL LAWS. REFER TO 'CONTRACTORS RESPONSIBILITY FORA TARPAULIN. W Z LLL O IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND 14. PERMANENT 9EEDIN • ALL AREAS WHICH HAVE BEEN DISTURBED BY GLOVES. GOGGLES. LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL). VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND. SAWDUST. AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY Q O Z O PLAN .IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE PROVIDE BOTH LON TERM VEGETATION AND RAPID GROWTH SEASONAL `INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE. STORM WATER MANAGEMENT CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY O VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SIDED AND MULCHED H STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. OR SODDED. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. F F z STORM SEWER PIPES THE CONTRACTOW BILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWNv THE MATERIALS OIR'SUBSTANCES LISTED BELOW ARE EXPECTED TO BE w FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON. BUT ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENI1LATm AND PERSONNEL WILL J Z O WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS MEASURES, AS REQUIRED.TO ENSURE THE SITE MEETS ALL FEDERAL. STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING M PREVENT INJURY FROM U. O O W U COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 1.71 ACRES WILL LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVER ON DIKE TEMPORARY DIVERSION DIKES MAY BE ®Concrete ® Fertilizers ® Wood CONTACT WITH A HAZARDOUS SUBSTANCE. > Q0 ACRES LEFT UNDISTURBED. THE SITE DISCHARGES MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED M DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. Z g ��� O HAVE BEEN REGRADED. ® Asphalt ® Petroleum Based Products ® Masonry Blocks o r^ TO A WET DETENTION SYSTEM AND SUBSURFACE SIORMWAIER MANAGEMENT REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE � v J N p ® Tar ® Cleaning Solvents ® Roofing Materials FACILITY. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE IL U SITE BY THE REGULATORY AGENCIES 2. TEMPORARY SEDIM NT TIM: A SEDIMENT TRAP SIHALL BE INSTALLED IN g ® Metal Studs SIZE OF THE ALL• Q. o INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. ® Deter ents ® Paints AN DRAINAGEWAY T A STORM DRAIN INLET OR AT OTHER POINTS OF of EROSION AND SEDIMENT CONTROLS DISCHARGE FROM DISTURBED AREA E] ❑ ❑ THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO a- STABILIZATION PRACTICES THE FOLLOWING IMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW M CLEAN UP cr INDEPENDENTLY CXR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT wm 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DIKE: CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES a� TIMING OF CONTROLS/MEASURES A. BLOCK & GIRO SEDIMENT FILTER - THIS PROTECTION IS W FOLLOWING LIMITATIONS: THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TODAY SITE APPLICABLE WH HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL W J O REFER TO ' CONTRACTORS RESPONSIBWTY FOR THE TIMING OF A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CAPACITY IS CESSARY lO PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISC OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. CC Z B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM HE/SHE WILL DESIGNATE AT LEAST ONE 07HER SITE PERSONNEL WHO N z1 G _ �- CONIROL/MAEASURES THE S7RUC7 C WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. URE. REFER TO D-902 FOR CONSTRUCTION OFA OF MATERIALS AND SUBSTANCES MSTOI2M WATER RUNOFF. - CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. CURB INLET ANENT FILTER, AND D-904 FOR CONSTRUCTION OFA WILL RECEIVE SPILL PREVENTION AND CLEANUP 1TRAINING. THESE W 0 CERTIFICATION OF COMPLIANCE WITH DROP INLET ANENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE T W QZ FEDERAL, STATE AND LOCAL REGULATIONS D. EVERY EFFORT SHOULD BE MADE M LIMIT THE USE OF STRAW BALE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL Z < ..L� BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF o 1E Z 0 v THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. Z W p '^ Z IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE. IN THE OFFICE TRAILER ONSITE $ v, WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING TAKEN TO PROPERLY ANCHOR BALES TO INSURE W �`" INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES do UNPROTECTED * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO m � MM � W w AGAINST WASHOUT. W AREAS. REFER 0 D-903 FOR CONSTRUCTION OF CURB INLET de DROP � PERMITS HAVE BEEN OBTAINED. DO TME JOB. O REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY .SEDIMENT TRAP MAINTENANCE/INSI'EC710N PROCEDURES � Q � D.E.R. DREDGE/FILL PERMIT # BALE BARRIER. ALSO REFER M D-901. D-911 AND D-12 FOR PROPER U D_ C.O.E. DREDGE/FILL PERMIT # LOCATION. MATERIAL do USAGE. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT. ORDERLY e wW SJ.R.W.M.D. M.SSW. PL7RMIT/ THE INLET DRAT S A RELATIVELY FLAT AREA (S < 5%) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND. IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES U F-- 0- r 2, FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPEC71ON AND MAINTENANCE PRACTICES THAT WILL BE Z Q W DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS Z POLLUTION PREVENTION PLAN CERTIFICATION FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE Q O A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABII. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME J mU 1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. D w0 ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE M THE OUTLETS OF ALL PIPES AND * SUBSTANCES WILL * LL NOT BE MIXED WITH ONE ANOTHER UNLESS ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, PAVED CHANNEI» _CTIONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR Q ACIm CORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION RECOMMENDED BY THE MANUFACTURER. < o: PERSONNEL PROPERLY GAIHEIRED AND EVALUATED THE INFORMATION OF THE FILTER FABRIC BARRIER. dt SEDIMENT PROS M THE RECEIVING WATER BODY. SILT FENCES & SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WICK AND 55 w HAY BALES ARE BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. 0f p Q SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO * WHENEVER POSSIBLE. ALL OF A PRODUCT WILL BE USED UP BEFORE MANAGE THE SYSTEM. OR THOSE PERSONS DIRECTLY RESPONSIBLE FOIR 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY USED DISCHARGING STRU TORE AS SHOWN ON THE OUTLET PROTEC710N DETAIL d N DISPOSING OF THE CONTAINER. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 0000��uevetounuef����� GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS. M THE o*' $c w BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE �000 E c BEST OF MY KNOWLEDGE AND BELIEF TRUE. ACCIRATE. AND COMPLETE I 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE • REPORT �`�`i �Z � ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE ORDER; IF A REPAIR IS NECESSARY. IT WILL BE INITIATED WITHIN 24 HOURS Qf `� � rrw � c LOCATIONS THAT VE AN AREA WITH 10 OR MORE DISTURBED ACRES MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE FOR 4• LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL FOLLOWED. o INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT ~ KNOWING VIOLATIONS. FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE STRUCIED FOR USE AS SEDIMENT BASINS. THESE * REACHED ONE-THIRD THE HEIGHT OF THE FENCE _` o 0- Z * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE VIHEN IT HAS `" O GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIMENT BASINS UST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS _ _ a H STORAGE PER ACR DRAINED UNTIL FINAL STABILIZAliON OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL " APPLIES ONLY IN THOSE 97UA71ONS WHERE THE SPREADER CAN BE 1 it Pa_ N SIGNED: 1;P'a- . N r ti DATED: Project No.: H 16-01-0006 m O v Designed: Drawn: J.E.W. D.C.G. a CT.B.W. o T.BR.C.W. o Date: 0 NOVEMBER 12, 2015 o Scale: m m Sh eet 12 SET MAD CONCRETE a.me �O VA AA IM 4.91 0A1 V �- E I (-4 U _. _..__. II LEGEND ~~ � to g) TREE TO BE PRESERVED LL V O } PROTECTED TREE TO O aNY } t __ BE 84 O • •- N NON-PROTECTED TREE O 86u� Ci* 4 TO BE REMOVED 16. LIMITS OF CLEARING M E I a `� �X TREE BARRICADE ^r� . 0 LA Z 42 ��r �r LIM eq $6NEW77 SF-- SILT FENCE Q Cal s>Atu27 70 ` 0 .s..._._ € V)?3rx :" avr ca •L V) 0�O W Ln D O C —�� CY M W = itz `2`C:Pam } � 7 LLJ .c4�G u O E w 4 p >v M Z Z CID In Lu ui N Q Lu � ,. 46 t •C O d'V m Cm 0 EXISTING DOG PARK SF SF ------------------- ------ �.--- Ld d — --------------- -----� 1 �} 5 $fi 0 OM, ( ` _: $6 LIMITS OF CLEARING _ s " NON-PROTECTED TREE TO BE REMOVED (TYP.), 37 59 O 92 N O t �aw Q) 5 Q „ k5 3. 95• _ ! �. �za <\ ' LIMITS OF CLEARING SIF L&ak�,:f1s\K �� g r- S 0 910. p SILT FENCE (TYP.) ( ) D ' K W 23 32 ,. ##. PROTECTED TREE TO (D _ 241 REMOVED TYP. o 16.1 UW ow „r,.�. ." _„ ttt2 221 o O _. c° aa 145 a a a a Z z € � (n TREE BARRICADE (TYP.) i GI J Q B""Nd a:SMTA"wANHOM IB O ..+� z EXVAn0. IM ON. ,7 N.A.U.ICA7ul 14 V — 108 t 7 213 210 ` O LLIo Qz `J p W €t 208 O h 2t37 U 1 2 O TREE M ITIGIATION :t uJ FOR COM MER IAL PROPERTIES MAS W j sEr NAL w p DUIm 204 H ru"v ION4M MITIGATION LOCATION INCHES MITIGATION MITIGATION MITIGATION FYI AM WI�u 1' a REMOVED RATIO INCHES INCHES PROVIDED 71aLIJ 1 ` ISIS ERW $ 182 7 90 DOG PARK / CITY OF ATLANTIC BEACH PARCEL 385 1:1 385 492 U) J J 195 230 W Q O AQUATIC PARCEL 1599 1:2 799.5 688 j� F— v_, II ,4 O Z TOTAL 1184.5 7$7 ; W z U RELOCATED INCHES (ONSITE) 504 „ z Q o — z D I, U 77s ' f W Cn - TREE BARRIER SHALL BE REPLACEMENT INCHES (SEE PLANT LIST) 927 Lu ''' PLACED TO THE OUTER LIMITS la W U OF TREE DRIPLINE. 6' MINIMUM 229 rY 173 �� 9T1 s ,I O Q BALANCE DUE 1431.0 �- 1 t} € W W INSTALL 3 TREE ; If , (nn FENCE ALONG AREAS I 1227stl 162 .Y",FNaI �S6 I U ~ �- V � TO BE PROTECTED W Q Q Z 1f5 (SEE NOTES) PAYMENT CALCULATION s J o :} O TOTAL PAYMENT DUE 0 X $123 $0.00 3 '=t CY Q x II ui 3w PRESERVED UNDERSTORY TREE PROTECTION DETAIL THE SITE CONTAINS LARGE AMOUNTS OF BURIED TRASH CONSISTING OF PLASTIC, PAPER, GLASS AND WOOD c N.T.S. WHICH IS REPRESENTATIVE OF A SITE PREVIOUSLY USED FOR DUMPING HOUSEHOLD WASTE. THESE o c TREE PROTECTION NOTES: CONDITIONS ARE UNSUITABLE FOR DEVELOP ENT AND FOR HEALTHY GROWTH OF DESIRABLE TREES. PER g131 13 m a,, SECTION 23-8. DEFINITIONS ADVERSE SITE CONDITIONS SHALL MEAN EXISTING SITE CONDITIONS THAT oma ' r 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS. r =C3 u, c SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNER'S UNFAVORABLY AFFECT THE IMPLEMENTION 0 THE PROVISIONS OF THIS CHAPTER AND THAT HINDER PLANT 1 � C3 SHOULD ' Q• REPRESENTATIVE. VIABILITY AND GROWTH. (2) EXISTING AREAS F BURIED SOLID WASTE AT A DEPTH THAT WOULD AFFECT a 3 2. PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT VIABILITY OF PRESERVED OR PLANTED MATER AL. OWNERS REPRESENTATIVE. 7 742 w, N p 3. INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT. FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. - 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES, HAND PER RESOLUTION N0. 16-02 THE SITE HAS BEEN DESIGNATED AS A BROWNFIELD. Project No.: y EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. p 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS. PROHIBITED TO �� w 16-01-0006 ANY FOOT OR VEHICULAR TRAFFlC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS. REFER TO REPORT OF GEOTECHNICAL EXPLORATION BY ELLIS & ASSOCIATES INC. DATED OCTOBER 26 2015. ]111737 139 / ° Designed: Drawn: POLYPROPYLENE HI WE ORANGE FENCE. REINFORCED W/ (E&A PROJECT N0. 3719-0019) THE SOIL BORINGS REVEAL THAT THE SITE CONTAINS LARGE AMOUNTS OF ""A °"""" , _ J.E.W. A.N.B. S. PROVIDE APRE-POSTED BARRICADE, t! 5 REBAR O 10 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROVIDE TRASH THAT ARE AT DEPTHS RANGING FROM ' TO 8.5' DEPTH. THE PROJECT PROPOSES TO REMOVE THE — — - Checked: 0.C.: a SILT FENCE ALONG UPHILL SIDE OF TREE PROTECTION FENCES. ------' ---- ch _. _ .__......_ W .. 0 7. A WATERPROOF. RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE. SUCH THAT TRASH ONSITE. THE UNFAVORABLE CONDITI NS AND THE SOIL DISTURBING ACTIVITIES REQUIRED TO REMOVE rias. ``£ __ --- - --- -`~"-'�_ : _ �-- _�_:._: ~" T.B.W. R.C.W. 0 THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE THE SIGNS --- �� � �� W ` "~ o THE TRASH FROM THE SITE WILL PREVENT TH APPLICANT FROM PRESERVING THE TREES ONSITE. THUS, NO _ � hg Date: SHALL CONTAIN THE FOLLOWING WORDS. AND WILL BE MADE AVAILABLE BY THE CITY AT THE NOVEMBER 12 2015 o TIME OF PERMIT ISSUANCE: NO GRADE CHANGE. STORAGE OF MATERIALS, VEHICLES OR MITIGATION IS PROPOSED FOR THE TREES LOCATED ON THIS BROWNFIELD SITE. so EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE THIS TREE PROTECTION ATLANTIC BOULEVARD Scale: BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF 1" = 30' ATLANTIC BEACH. FOR INFORMATION, CALL (904) 247-5800. (1{10' ROW) � :. ..._mma,^ Sheet 13A • �O AQUATIC PROPERTY - MITIGATION TABLE AQUATIC PROPERTY- MITIGATION TABLE DOG PARK/CITY OF ATLANTIC BEACH PROPERTY N M u TREE SIZE TYPE INCHES TREE SIZE TYPE INCHES MITIGATION TABLE i.... 0 -� STATUS STATUS a.. — M NO. (DBH INCHES) (COMMON NAME) REMOVED NO. (DBH INCHES) (COMMON NAME) REMOVED TREE SIZE TYPE STATUS TOTAL INCHES ,� _0 30 42 14 TWIN MIMOSA NON PROTECTIVE 0 140 9 PALM NON PROTECTIVE 0 NO. (DBH INCHES) (COMMON NAME) REMOVED ■� � " V O v 43 17 HICKORY PROTECTIVE 17 141 20 ** PALM PROTECTIVE 0 3 11 TRIPLE ELM PROTECTED 11 V N ** 4 11 TRIPLE ELM PROTECTED 11 •C 44 16 TRIPLE MIMOSA NON PROTECTIVE 0 142 18 PALM PROTECTIVE 0 45 9 MIMOSA NON PROTECTIVE 0 143 13 HICKORY PROTECTIVE 13 5 10 TWIN ELM PROTECTED 10 iR: -0 O 46 11 TWIN MIMOSA NON PROTECTIVE 0 144 10 HICKORY PROTECTIVE 10 6 13 TRIPLE ELM PROTECTED 13 v Cn� 47 16 MAPLE PROTECTIVE 16 145 24 TWIN MAPLE PROTECTIVE 24 7 9 TWIN ELM PROTECTED 9 C)6M E 48 10 MAPLE PROTECTIVE 10 146 17 ** PALM PROTECTIVE 0 8 16 TRIPLE ELM PROTECTED 16 '.' S z 49 14 MAPLE PROTECTIVE 14 147 11 HACKBERRY PROTECTIVE 11 9 18 WATER OAK PROTECTED 18 '~ u1 N Q 50 11 TWIN MAPLE PROTECTIVE 11 148 13 HACKBERRY PROTECTIVE 13 10 14 WATER OAK PROTECTED 14 m 11 9 LAUREL OAK PROTECTED 9 _ N 0 ~ 51 11 HACKBERRY PROTECTIVE 11 149 10 HACKBERRY PROTECTIVE 10 UJ UJ 'a 52 11 HACKBERRY PROTECTIVE 11 150 12 HACKBERRY PROTECTIVE 12 12 16 WATER OAK PROTECTED 16 .CU Qj` Ln � m 53 14 HICKORY PROTECTIVE 14 151 11 HACKBERRY PROTECTIVE 11 13 11 TRIPLE ELM PROTECTED 11 C M w a 54 17 HACKBERRY PROTECTIVE 17 152 17 ** PALM PROTECTIVE 0 14 14 TRIPLE ELM PROTECTED 14 `, o 55 21 MAPLE PROTECTIVE 21 153 18 MAPLE PROTECTIVE 18 15 11 TRIPLE ELM PROTECTED 11 M 0 o 56 17 MAPLE PROTECTIVE 17 154 21 MAPLE PROTECTIVE 21 16 10 TWIN ELM PROTECTED 10 .► p w �.. z 57 26 MAPLE PROTECTIVE 26 155 20 MAPLE PROTECTIVE 20 17 9 TWIN ELM PROTECTED 9 C M Z P0. 58 21 TWIN MAPLE PROTECTIVE 21 156 25 MAPLE PROTECTIVE 25 18 9 TRIPLE ELM PROTECTED 9 \0 Q uJ N 59 13 MAPLE PROTECTIVE 13 157 21 MAPLE PROTECTIVE 21 19 7 PINE PROTECTED 7 O V m ' 60 15 HICKORY PROTECTIVE 15 158 10 HICKORY PROTECTIVE 10 20 8 PINE PROTECTED 8 0 c 61 10 HICKORY PROTECTIVE 10 159 15 ** PALM PROTECTIVE 0 21 9 PINE PROTECTED 9 p o N 62 10 MAPLE PROTECTIVE 10 160 14** PALM PROTECTIVE 0 22 8 PINE PROTECTED 8 CDN 0 � 63 12 LAUREL OAK PROTECTIVE 12 161 14** PALM PROTECTIVE 0 23 8 PINE PROTECTED 8 �' o M z 64 10 LAUREL OAK PROTECTIVE 10 162 14 HACKBERRY PROTECTIVE 14 24 9 PINE PROTECTED 9 Q 65 13 MAPLE PROTECTIVE 13 163 7 HACKBERRY NON PROTECTIVE 0 25 7 CHERRY PROTECTED 7 w 66 16 HACKBERRY PROTECTIVE 16 164 7 MAPLE NON PROTECTIVE 0 26 9 PINE PROTECTED 9 CL 67 24 TWIN HICKORY PROTECTIVE 24 165 12 HACKBERRY PROTECTIVE 12 27 9 PINE PROTECTED 9 CL CL 68 8 HACKBERRY NON PROTECTIVE 0 166 10 HACKBERRY PROTECTIVE 10 28 9 PINE PROTECTED 9 w 69 15 TWIN HACKBERRY PROTECTIVE 15 167 9 HACKBERRY NON PROTECTIVE 0 29 9 PINE PROTECTED 9 0 70 12 HACKBERRY PROTECTIVE 12 168 7 HACKBERRY NON PROTECTIVE 0 30 8 PINE PROTECTED 8 71 9 HACKBERRY NON PROTECTIVE 0 169 7 HACKBERRY NON PROTECTIVE 0 31 8 TWIN ELM PROTECTED 8 � z 72 9 LAUREL OAK NON PROTECTIVE 0 170 8 HACKBERRY NON PROTECTIVE 0 32 9 PINE PROTECTED 9 z 73 10 HACKBERRY PROTECTIVE 10 171 6 HACKBERRY NON PROTECTIVE 0 33 9 PINE PROTECTED 9 0 74 8 MAPLE NON PROTECTIVE 0 172 6 HACKBERRY NON PROTECTIVE 0 34 9 PINE PROTECTED 9 75 8 MIMOSA NON PROTECTIVE 0 173 21 ** PALM PROTECTIVE 0 35 11 PI MN PROTECTED 11 76 7 HACKBERRY NON PROTECTIVE 0 174 15 ** PALM PROTECTIVE 0 36 8 LAUREL OAK PROTECTED 8 w (D m 77 16 TRIPLE MAPLE PROTECTIVE 16 175 14 MAPLE PROTECTIVE 14 37 7 CYPRESS PROTECTED 7 0 0 78 7 HACKBERRY NON PROTECTIVE 0 176 22 1 TWIN MAPLE PROTECTIVE 22 38 10 CYPRESS PROTECTED 10 = 79 9 HACKBERRY NON PROTECTIVE 0 177 15 ** PALM PROTECTIVE 0 39 10 CYPRESS PROTECTED 10 a a < <,< z z 80 9 HACKBERRY NON PROTECTIVE 0 178 11 MAPLE PROTECTIVE 11 40 13 CYPRESS PROTECTED 13 N 81 11 HACKBERRY PROTECTIVE 11 179 16 MAPLE PROTECTIVE 16 TOTAL 385 z �- 82 9 LAUREL OAK NON PROTECTIVE 0 180 12 MAPLE PROTECTIVE 12 Q 83 18 LAUREL OAK PROTECTIVE 18 181 15 MAPLE PROTECTIVE 15 J < Q 84 6 MAPLE NON PROTECTIVE 0 182 13 MAPLE PROTECTIVE 13 z z 85 14 TWIN HACKBERRY PROTECTIVE 14 183 8 HACKBERRY NON PROTECTIVE 0 86 21 TWIN HACKBERRY PROTECTIVE 21 184 6 HACKBERRY NON PROTECTIVE 0 0 87 15 HACKBERRY PROTECTIVE 15 185 7 HACKBERRY NON PROTECTIVE 0 O 88 14 ** PALM PROTECTIVE 0 186 8 HACKBERRY NON PROTECTIVE 0 - 89 14 ** PALM PROTECTIVE 0 187 6 HACKBERRY NON PROTECTIVE 0 z 90 14 ** PALM PROTECTIVE 0 188 9 HACKBERRY NON PROTECTIVE 0 91 11 MIMOSA NON PROTECTIVE 0 189 14 HACKBERRY PROTECTIVE 14 w 92 18 HACKBERRY PROTECTIVE 18 190 15 HACKBERRY PROTECTIVE 15 0 93 20 MIMOSA NON PROTECTIVE 0 191 18 HACKBERRY PROTECTIVE 18 C 0 94 7 HACKPERRY NON PROTECTIVE 0 192 12 HACKBERRY PROTECTIVE 12 G 0 95 15 ** PALMA PROTECTIVE 0 193 16 ** PALM PROTECTIVE 0 w o w 96 7 MAPLE NON PROTECTIVE 0 194 17 MAPLE PROTECTIVE 17 w o 97 8 HACKBERRY NON PROTECTIVE 0 195 20 MAPLE PROTECTIVE 20 0 IL 98 9 HACKBERRY NON PROTECTIVE 0 196 19 MAPLE PROTECTIVE 19 I— w 99 17 MAPLE PROTECTIVE 17 197 13 MAPLE PROTECTIVE 13 o: w 100 23 ** PALM PROTECTIVE 0 198 14 MAPLE PROTECTIVE 14 m 101 10 CAMPHOR NON PROTECTIVE 0 199 19 MAPLE PROTECTIVE 19 ° 0 102 21 MAPLE PROTECTIVE 21 200 13 MAPLE PROTECTIVE 13 W J o~ 103 12 ** PALM PROTECTIVE 0 201 16 MAPLE PROTECTIVE 16 L z 104 12 ** PALM PROTECTIVE 0 202 27 TWIN MAPLE PROTECTIVE 27 ., N 105 20 MAPLE PROTECTIVE 20 203 7 HACKBERRY NON PROTECTIVE 0 O = z 0 106 17 ** PALM PROTECTIVE 0 204 6 HACKBERRY NON PROTECTIVE 0 = r W < 107 17 MAPLE PROTECTIVE 17 205 7 HACKBERRY NON PROTECTIVE 0 Z Q o 0 v 108 12 TWIN MAPLE PROTECTIVE 12 206 17 HACKBERRY PROTECTIVE 17 w u- U) 109 25 MAPLE PROTECTIVE 25 207 21 HACKBERRY PROTECTIVE 21 O W Ld 0 uJ w 110 11 HICKORY PROTECTIVE 11 208 13 MAPLE PROTECTIVE 13 L.L v 111 9 MAPLE NON PROTECTIVE 0 209 12 HACKBERRY PROTECTIVE 12 w w � 112 13 HICKORY PROTECTIVE 13 210 9 HACKBERRY NON PROTECTIVE 0 U a V 113 12 MAPLE PROTECTIVE 12 211 12 HACKBERRY PROTECTIVE 12z 0 J 114 10 HACKBERRY PROTECTIVE 10 212 10 HACKBERRY PROTECTIVE 10 z 115 14 HICKORY PROTECTIVE 14 213 17 ** PALM PROTECTIVE 0 J 0 116 23 TWIN MAPLE PROTECTIVE 23 214 9 HACKBERRY NON PROTECTIVE 0 �— O w 117 8 WATER OAK NON PROTECTIVE 0 215 8 HACKBERRY NON PROTECTIVE 0 I.L >- 118 12 MAPLE PROTECTIVE 12 216 7 HACKBERRY NON PROTECTIVE 0 Q ~ 119 13 ** PALM PROTECTIVE 0 217 9 HACKBERRY NON PROTECTIVE 0 c 120 16 HICKORY PROTECTIVE 16 218 18 TWIN MAPLE PROTECTIVE 18 ' 121 17** PALM PROTECTIVE 0 219 10 HACKBERRY PROTECTIVE 10 LJ-- 122 14 PINE PROTECTIVE 14 220 10 LAURELOAK PROTECTIVE 10 � z c 123 12 PINE PROTECTIVE 12 221 12 HICKORY PROTECTIVE 12 oma c 124 16 ** PALM PROTECTIVE 0 222 7 CATALPA NON PROTECTIVE 0 mC1 JO CL C Z-Z,1 ; ' 9 125 15 ** PALM PROTECTIVE 0 223 11 MIMOSA NON PROTECTIVE 0 C) Q 126 20 PINE PROTECTIVE 20 224 16 MAPLE PROTECTIVE 16 -Ug• �- - N 6 127 8 PINE NON PROTECTIVE 0 225 13 MAPLE PROTECTIVE 13 a `t !. 128 17 TALLOW NON PROTECTIVE 0 226 18 MAPLE PROTECTIVE 18 .� , ..,� 3 129 16 ** PALM PROTECTIVE 0 227 10 MAPLE PROTECTIVE 10 0 130 11 MAPLE PROTECTIVE 11 228 13 HACKBERRY PROTECTIVE 13 c Project No.: m 131 10 PINE PROTECTIVE 10 229 9 MAPLE NON PROTECTIVE 0 16-01-0006 U) 132 10 MAPLE PROTECTIVE 10 230 15 HACKBERRY PROTECTIVE 15 Designed: Drawn: D 133 14 ** PALM PROTECTIVE 0 231 12 HACKBERRY PROTECTIVE 12 J.E.W. A.N.B. a 134 18 ** PALM PROTECTIVE 0 TOTAL 1599 Checked: O.C.: Q 135 18** PALM PROTECTIVE 0 T.B.W. R.C.W. 0 Date: 0 136 22 ** PALM PROTECTIVE 0 ** EXISTING PALMSTO BE RELOCATED; SEE LANDSCAPE PLAN FOR NEW NOVEMBER 12,2015 c 137 17 ** PALM PROTECTIVE 0 LOCATION Scale: ob 138 18** PALM PROTECTIVE 0 139 13 TRIPLE HACKBE Y PROTECTIVE 13 Sheet i E FTI -Y MANH 1 V (1/� O NOTES: TOP EL-e.aa -- w _ v WESTTH INV 0.73 •.-..'._w........ �� +J �+ v'.!^' w _ _. �' _ TREE LEGEND i — -a v.- L- V. J m_'__-- 15 LEGACY TREES (120 INCHES) ® 4" CALIPER SHALL BE PLANTED WITHIN THE j _ _;a __-- -..._......__.. .__ PAS Top EL � ° 3O PARKING PERIMETER OF THE ADJACENT CHURCH PARKING LOT. COORDINATE I �t A z _ i 0 LI CRAPE MYRTLE N 1 EeeAT-leN WITH T-HF OWNER. .. „ .__..__...._ _ will I u_ 1 1 i o STORK MAN lE I EAASTEIIt .sx 7 1t 1 U _ i 1 QV 14 QV LIVE OAK C1 u i � 0 I cn E Q � 11, 3 TD BALD CYPRESS V Z � *2 TD RA Ln m V � �t�` r; €1N€..�fm .�a.� _..� „ � 4 IRAN TED V) WOK PALMS( ) O 95. AR RED MAPLE ��-- N e O w *1 QV _ „ 2 UNIT APT. 174, de 1�1) FROM �" W 4 .. Ln v IL ~S RM AN 2 �+,+. BLDG. MITIGATION TABLE O 'i= XQ rn *3 TD *3 TD *3 TD tt- t ON SHEET 138) �� D w is z *1 QV r ,3 e - , it O VO WALTERS VIBURNUM = W cu o *2 TD v � i It 13 VO a 1 QV (2) LA M o $ ' PALM (#121 & p B _�._.__.._ ...... .x � .. 1 u 1 U 137) OM ► N M 7 z CL n r i MITIGA ON TABLE C Z N itON2 . ON SH 1 ► bq 3 N Q LU (2) TRANSPLANTED •G O 1 V m c *1 QV It PALMS 0103 do O O O CM 104) FROW o *3 EXISTING DOG PARK it MITIGATION TABLE J G. O __... ._..... __.. ......_ __.. _._ ._..._ ._._.. _.__ .._ . .. _...... ...-_ ON SHEET 13 ) — t n m TD D '�:i: 11..= u � d . .. �,•-- .--- .._ ---------------`----`----- �.��- a U - _--- --- � � 111 l I ( ) 7) CL \� {��( ————————————————————————---------------------� u 1 QV • WesTINv.-,.,a 3 TRANSPLANTED 0 _ t DCG '3ilND 11� � _� __� PALMS 0129, 125, a a t, do 159) FROM DROP INLET MITIGATION TABLE a GRATE 3.83 ON SHEET 13B) z a 1 QV It INV.a-O.aS O O 2 TD II 1 QV _. _. .. —.... .. .. II A N > z .s _ .. .M... � i Q• N Z e ~ 3 TD 3 TD 2 TD 2 TD a ,' 1 o z It, dLeRE.OAK . n w O n • a o u �rr 0 w i In 1> PROJECT IB�ATE"- °, 1 AR BOUNDARY it w .NW-1722 _.. ...• 3 5' CONCRETE 0 0 _ . HOLE f STORM DRAIN DLE fi' �u SIDEWALK N o TOP-8.S3 _ :O'ktwT - FLILL OF WATER , 1 QV O WV.W. ________ _______ ______________- ------------------- __---___ __ _ - --------------- _ ............. ....._. .., ... �,. ._.... ...... ....—.._. ...�.,.. ..__. CFAR.'t #............ ...._.._..�: �q :7 � 1 �r "� co Ln a � aa QV 1 QV 1 QV 1 QV 1 QV 1 QV €_..._.. ......._ it i - -" (7) TRANSPLANTED m S} � PALMS 0'134, 213, � SANITARY MANHOLE }= t 106, 193, 88, 89, do 90) FROM Z a EAST RIM EL=8.17 �.. INV.N.-1.31 iINV.W.a,.43 MITIGATION TABLE Q t ON SHEET 13B 3 UBLDG. 5 UNIT APT. ) O BLDG. ` oCP+UG LIJ L 0 �.. � 1 u � NOTES: _z r 1 * CONTRACTOR TO DISTRIBUTE THESE TREES IN ACCORDANCE WITH THE EXISTING TREES ON SITE. 1 AR U a- _- TREES SHALL NOT BE CLOSER THAN 20' FROM OTHER TREES. COORDINATE LOCATIONS WITH THE CITY ` ? " o U 4 i 1 QV ` v 9F A:R=ANTIG BEAGH FOR APPROVAL. z o i 2 LII � Q 0 1 J 0 1 QV i O ATLANTIC BEACH amt L c - W 1 Qv t 0- AND TREE AND LANDSCAPE REQUIREMENTSLIJ 5 VO 2 U (6) TRANSPLANTED J o a PALMS 0160, 161, TREE MITIGATION PERIMETER VUA: SOUTHWEST 1 AR 133, 124, 146, de UJ ---� Q o MITIGATION TABLE FROM — z See Tree Mitigation Sheets 13A & 13B VUA Frontage: 24 LF z v, ON SHEET 138) — Required landscape area (10 SF per LF): 240 SF 3 UNIT PT = O = L z TOTAL TREES Provided landscape area: 240 SF 5 UNIT APT. _ (� a Site Area: 74,333 (1.70 Ac) Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade BLDG. Z 0 ci Required Minimum Trees (1 per 8,000 SF): 9 Provided trees: 1 trees, 1 shade (n z Provided Trees: 27 new Shrubs required (25% of landscape area): 60 SF L M LU l O W Y Minimum Shade Tree Percentage (> 50%): 52% Shrubs provided: 63 SF 1 r , IZ L 1 V `' U w INTERIOR VEHICULAR USE AREA(VUA) 24-177 (c) PERIMETER VUA: NORTHt i U Ur VUA Area: 11,323 SF VUA Frontage: 28 LF ` a J ' , ig z Q Required landscape area (10%): 1,132 SF Required landscape area (10 SF per LF): 280 SF 4 1 Q — z Provided landscape area: 1,132 SF provided Provided landscape area. 280 SF t Q o p °p 1 per LF ° shade): 1 trees 1 shade 1 Qv _ { D m `' Trees required (1 per 4,000 SF, 50/o shade): 3 trees, 2 shade Required trees ( p 50 , 50/o 2 _ w Trees provided: 6 trees, 3 shade Provided trees: 2 trees, 2 shade Q Shrubs required (25% of landscape area): 283 SF Shrubs required (25% of landscape area): 70 SF 3 Shrubs provided: 288 SF Shrubs provided: 72 SF , QV a h� O 1 IP-16 C\h w } SS " PERIMETER VUA 24-177 (d): ATLANTIC BLVD. It VUA Frontage: 22 LF Required landscape area (10 SF per LF): 220 SF Provided landscape area: 220 SF M8` 5 VO Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade a. O� o ° Provided trees: 1 trees, 1 shade O U, UNIT AP lti a BLDG. 1 Shrubs required (25% of landscape area): 55 SFkJ Im I ( (#100, 136, 173, ,' •�; c Shrubs provided: 63 SF i p LMSAN�LAN�D i 141, 135, 138, do 142) ,, .. c� �1 y PERIMETER VUA: AQUATIC DR. ;i.. MITIGATION TABLE Project No.: o VUA Frontage: 58 LF t ON SHEET 13B) 16-01-0006 Required landscape area (10 SF per LF): 580 SF j n9ER OPTIC ��t ocAeLE RISER Designed: Drawn: Provided landscape area: 580 SF t M.C.H. M.C.H. Q — — _. .... -.r— _ w Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade RISER o . GRWN � -F � ,_ * ��,.� Checked: 0.C.: Provided trees: 2 trees, 2 shade •oi�� o A T c rTr V A 51 v0 .. _ -IOWA _. _ _ - �. o ° ._.._...tet :_..a a D T, _.. .._ � 1 ,r Date: W GAS �` R.C.W. Shrubs required (25/o of landscape area). 145 SF - `- � �� ._. r �.RaP INLET � AIT o Shrubs provided: 153 SF NOVEMBER 12, 2015 �DRATE IN -83.1 I IcR.1 EL-8•] Scale: �SyUTH INV.-3.,3 II ATLANTIC BOULEVARD Ls,D,N NV.=3.24 1"=30' AMENT iiiAN,' (100' ROW) 14A Sheet i