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<br />I i Y, -, I 11 — ,, , I I I IL — I I
<br />' 11 4 + , 9 I . I -1 I
<br />I 0 , ) \ - m �P �� . 9-, + -1, , 9
<br />-STORM CROSSis 1 " 2; it t .t� - +,:, ++ __o I',') F
<br />1 12 11 A� I RRY 6 . , ,1� + I 1\�- 93 _,,�� + "' + .. ... . � .. I 1+ . -
<br />I ,I I "! ��,, , I , " . , . � 11 ,� I . ,� <
<br />EXIST (� ,��, 11+ - " � .1
<br />OVER I .-) , 1, + ,, I GA ,
<br />+ - � "I no - ��-
<br />ino �_ ino — ino — jr� ) — Ino — I r�� 1 "�46 _11,000IJ6 - 14, �no — jr) I n —, - I � - ,,'\
<br />V OL�6` — — ,
<br />' " - I
<br />, ,
<br />\ 0/7
<br />, ,
<br />;� ,� + e� b I ,+ I I , '-1 1. �
<br />?3 so . I , k - U jz�, r
<br />1 P-3 . \1 , ,_� � 81'. ....... oo'..,. + 14i +,�,` ,z_' _,,-_�_��1_1=4'1+_ 1�-1111 I C�,,
<br />1 A9 S-3 .� I - f�qp 811 _,I, '. ,,�-,, ya,
<br />,
<br />+.-..- (19) , 1� L---J,,', I I !�� ,� � n i_�. Ifi 4 � , ..,
<br />ffin"WC . I I - .11)_,�a � .�
<br />MMMM - - 7--- -- I - - . - 7::�HMM01F.-FAMMIP . � EOKIN �-�
<br />:�. 39 1 U_ " __ -awmuw-.--,.�-,WzmmiF---.IowAmt--+-,ii • WMEMI - ..... l ,
<br />— \ �>" RELOCATE EXISI 6 P Ik", = a, z. c �,7"'
<br />'5 , ,
<br />11 _-
<br />'.
<br />"
<br />.1�111 _ � + 111;� �' /_1 -�� "i", , 11) V �; � t ,� " c '. ;�?- ��, ;') -." ��, ",., .11 A, �()
<br />,
<br />S41V 1�1 1: ) 11 11 � AS NECESSARYJO AVOID SPOT 8 ... -� , -, , "
<br />�)"\ "I �_111 IF " ��'; `1 I f 11- r -,��, 8 " -- , `
<br />- _ ,�� % I I X_`?, " + '�� I + 5�1
<br />" _ I 'Eil 11
<br />��, , I ,
<br />* , � + 8 (.% .... � I .1 � 1. I V__ 01 - �)'11
<br />.. "'. + I I ej �, +
<br />., S41V ;�-�, % + 11 - I " � I w,� � � ,,, s, � r, ', �,, %,, ") , " I
<br />11 ,-.. . �) _.Jr N I , , ---.----- - - , -1-111 -- - � -- ------
<br />'p "I - 1, TORM CROSS / ). , & 01 + � ��, /,�, "�, e "I
<br />V., ,, <��Z��) t;� 'y f,),) �: ?1 3 " �
<br />I b Q, /J N � , " , I
<br />11, I " .
<br />"
<br />, ,,, I 1\ _\1 S,4N , 11" �, � PRf,EXIST SAN �LL: / .,�, ,
<br />+, . 61) � I ), " ---- + + I - I \1 "I,
<br /> "' C�11 � 4 PVC1- 20 LF � I I -.1
<br />��' V- , I - , , -, + Ibb Itp, , * , :
<br />� -�,�r f, S�ft r ,,, -�� - + "I "I/, : - " e, ,�� ,'� � �] ,,, �_ �� �� , I
<br />I , - "-.-- 'k ,P ----- ) ') RD COLLECTOR PIPE �;,),; '. I �
<br />, +��,�,
<br />. + "),41V qP + , I 111' ",
<br />"1'9�� it, _ � ,,�,�' U + / \, �+, + ^1
<br />,�.,_, 01�1. N ;, � r (�Et STORM INOTES) I - L ,K-'+ I (ID
<br />, ,,� 11 - \ -_ N 11 �et" '� I REMOVE AND REPLACE
<br />( I _ � . I& *
<br />, , S4,v +' Ii _.*_", ,�� L 1
<br />l - I Arox.,U0 ,P I �
<br />" �x B
<br />,- "" - , " 1_� - I') ` i f�-,' ,E IST BUBBLER Wl
<br />Q. .� � 01 - C, 0, - N " " ' /
<br />2 '
<br />_ 110 **0 _\ �
<br />, — N'
<br />z ; � , 10"N' 8811 i"I N '_ ,�)
<br />. 11�1 _S� SAN — SAN SAN — SAN NN�-� -_O_�L SA 'ZD TYPE "G* INLET
<br />�P. - �u ,�-,- ,:,� 11 lt,,�b rarfc-rr,��_,r RAISE EXI T MANHOLE P-7 I 00 . IU&
<br />,
<br />rt, I` 11 , <ED � �- FDOT INDEX 233
<br />�� ,� .'L �
<br />TOP V EL 88. 11-1, / I " �,
<br />- / ,�,,�, " .J -1,11 - I 1, )/ P,, a I . , .,�' TOP EL = 87.20
<br />. 1___1 10 + ' ,�' INV EL = 86.06 (4-) S
<br />I-) ", • I lk, I w 9 �\ ,�;.-----, 1�
<br />"
<br />I , "') / / : 10 , - ') NW
<br />),�, I (j / 88 40 .. - 11 . ...... .. .......... ...... . - .... ... " ___ - -- ----- I . .- __ �v > , 3 _. INV EL = 85.46 (DUAL 14* X 23
<br />I 1-11 / - — — — —
<br />�' � �, 1�� 11 / 10 11 -
<br />OL, �ell I\ . � �i , `-
<br />+ J -++ ,� ,4�7
<br />?,
<br />-
<br />I
<br />, 11 . _� �. E] , El El ,E]
<br />� _.�;`14i, I- ,
<br />_-
<br />. ,;o- 1 :�� -
<br />; /
<br />MW� "
<br />,
<br />1� I " I _�,o- R),- LL C.O. ': > - ,�)
<br />'� 0 1. , 4 C. 0. 6" PVC - 200 LF 4 1 1 z ,61 .�
<br />s c n _,,�,,�, n - - e� . r - - INV , -1 I '11
<br />-
<br />SONRY BUILDING FINI'SH ........ _ __.I, Ll'�7'��'t :�/ I 1��i I'> - - , 1w EL = 85.87' RD COLLECTOR PIPE + L,
<br />t q� �,�'- �.O,; . 9 9 �:, , � "', � - ,tt, +��= 7.87 �' * .
<br />,� i-,ver, 8,., , : " V :� ° _�, . IZ828 S.F. (SEE STORM NOTES) I I " \
<br />EVATION = 89.28 - t . 1 ,3� ,,, = �,r: , .,-,�,, ,?�,� :1 + ._� � ONE-STORY 7 1 "
<br />,V �i �0
<br />riw. Invert 8 " c! ,,.-� v =,�,32.,,! �P , ", 0 ,,
<br />. � ,
<br />SQUARE FEET I � 1� 1+ + ?5.). �,�, . + C�11 MEDICAL OFFICE 2 � I >
<br />I • , I , "') 11
<br />BUILDING, ADDITION I -, "', z , _". It
<br />. - 41j +�l'' I 1\ � 1 , 11�, I � + ,1:1
<br />, "
<br />/I -P FF, EL 1��2'11` �, "I
<br />:1 �� ,>, + ., . ,,,�' ,�11 bi
<br />, . + , � 11
<br />11 /I C 6�, C,' " 1 _)C�, .�,r�� + _ + + �$, - C.O. I I 1:
<br />+ / ,, - - I +
<br />Q 0,�� /i ////// 1W -,-- 87.3 " (D
<br />/ + INV EL ,w "65.0 If, �
<br />1-1 cz) - 16
<br />11 3 1\ 1 + � ,0, I �, <
<br />11 �,
<br />��- - , I . 7 I.N I
<br />I 1) C. 0. �X� I :� P
<br />�� - - I ,�� z
<br />� �� I ' INV EL = 86.87' ,�t I, ,
<br />IN .1, I: I � .,,.. + SWFWMD PROVECT AREA
<br />:�: , I +4 1 16921 I- �_ , /0 I " _�b (I 1.91 ACRES)
<br />- lu �, .\4 -
<br />7_�_� - - - __ __�% - r--l- OC - - Cr;� � -% - - S.- - - _%_ - ___% - I - , I I 11
<br />DC ❑
<br />-1
<br />4:)v 61 11 8
<br />, 61
<br />UP -1
<br />q. ^ I I') Q
<br />.. I . . . , , +-
<br />. -1 " ,
<br />8-8 1 1 b� 1^, + I )
<br />," I .1 -
<br />C6111 _130 ,,,, I_Ivl 11� 11�1 11� .
<br />C, ,�P� , . . QED ""' .,�?, Q
<br />I �� I 1?�` ", , 0
<br />lc� + "' + J) �, I +' Tt- ,:� , N PVC - 72 LF t. ,
<br />. lz�l ... +
<br />. I + 11 ') , > I r>
<br />+ 1��,' � + 11, RD COLLECTOR PIPE II Z t� ,,,
<br />. %J I . , z
<br />� L , _�'. � + �") ,
<br />,Ib , 1 + // + (SEE STORM NOTES) ,> , � \
<br />. , ,,- ,
<br />- I *
<br />I �*, I , , � + ,
<br />. 1�1'1? - ,�,`�-, + � ,6:) . 1> % � I ) 1
<br />I ) � "� " � - , , .171) + - , lyzi, 11 I I ? \t6" TRUE WYE W/ C.O. 15 di I <
<br />- ,b?� �V � -
<br />��_, , "-O� ,,:�,.�j� �
<br />.14 41 ,6� INV EL = 84.53 i
<br />I L_ lm�l . I I
<br />i
<br />, '\ .. : ()
<br />- 4R? `> -1), .- - .2wr-____ !* ,,, it \\-6" PVC - 14 LF i 11 > 11 [ �,11_1 " z
<br />.. �_F___�= . 4 Z "
<br />,/--,, q� &, RD COLLECTOR PIPE :E 8' p,,c ,wi.... 11 . N�' \', .,\
<br />.10 __10�___._A011V 911110- I& . '�?\A,9(SEE STORM NOTES) , I- C +
<br />- I V) \ ,0,
<br />�,
<br />,61> - ---- V, , I � �� , -
<br />.w-�:::___�-1.,_ " ,,, LIJ Z , , " , .
<br />opc� , + ,kl,) \ .gk SLOPE MAX - V�-�'; , e,- . ✓ I I 1,r� \ � I Ln , . 11 0
<br />��E� � ';-* ACCESSIBLE' Iro e+ —11 C�' Z E C� i > . 11
<br />+ r I z "),
<br />10 Ci . �,� + , 0 , ,CO
<br />I . I I'll
<br />�E� PARKING AREAS . ?9 , '. I P - 1: M " , I ,1 I
<br />.
<br />X-?"-,9 L CD 00 C111 , �� 0�
<br />11 :1 65 4 z _� I\\ It,,' 0 , +�
<br />C.O. / 40, C.O. 0�� C � , '�
<br />+,�5�\ INV EL = 85.0- cz . " ) 11, 6-, C", .1) (D
<br />'*'114_� 1 L IW EL = 84.88 LLJ FD 11 . " , ,"*. ,�,
<br />I&W, LL_ � . " " . I N _�
<br />_j , �11� I -
<br />,;` _;E�
<br />I
<br />"
<br />-
<br />" 5
<br />, ,
<br />" .1
<br />2
<br />16 ' ' "L 2
<br />"U _ -
<br />&4,*
<br />_
<br />I,- [ z -
<br />I
<br />11-1 -
<br />j 7,,&?,� - t, x" �_� -1 F, - 0- �
<br />"e, '�,.;p 11 i �_
<br />, , ,
<br />. , !, 213"
<br />,
<br />.,� qll_� Tfl
<br />--MM=lMr- F91WA Fl++ ,�,��,,&
<br />,
<br />� :i� �t
<br />xa" 16 .0 '
<br />9
<br />6
<br />, 4:
<br />.., t
<br />9'
<br />� , 6.
<br />, .,
<br />" � " - I fln I
<br />9(_ _,
<br />qg
<br />, 4� I < IT-_ _�� , - 11 >1 " q, 0
<br />W ",\ � - .�9 J, ::D >- < ;,)�"', I I I I >
<br />1�6" - . �, 4'v z
<br />) V161 9 + 8�; 1. I ot�', ., 0 bt� aj /11 I 0
<br />I a I !,q I
<br />01 11�1 -jll ila,v %,nhole/ ,�, "I" t S.
<br />- 5 LF , -6' PVC - 46 LF U L.LJ I ...... -.5 ..... .. -1--� .... .. .... . ....... .. _
<br />l
<br />,, RD COLLECTOR PIPE I ,I � 71 top = 8 F� - 11 2 1 . ` 4' � I Lj
<br />,< 6A PVC 89. 1 ,^ I i
<br />1.� +_�_� , ,T6 COLLECTOR PIPE 4i V) I , I ',
<br />'6' + . . � t,,-) < O!, (A -, .1� ,�,
<br />?4��' .�11 b 'ES) - 11 I > , (,)
<br />.-_� --/' , SEE STORM NOT - - , - - -) I I
<br />-.1 I*r (SEE STORM N TES) 0-4 , 2 31 invert �'" cl,�y = 6C.511 .11 .." �
<br />-I- 1_� - , -88.5- - � " 1��) �11 Vj . , . �4 ;;: �,
<br />. - '_'... r " . + D,
<br />I (�11 I + ,r " .1 ri, ,
<br />0 0 1;�, a �
<br />� I ;el` 6- X6- WYE W1 C.O. h r , � �_ . �,�,�, -
<br />>�\ , �,Ql I I I , , I ,,�,' (ED / � . . I _j " ,�,, � ri �,,.,. r t 6 " ,o, - = - S I. I 2. ,
<br />, - 1�) � . � ' IQ- 0� LL X
<br />� �� le, ,3.5-- I�,,�,, !?19 - "ID, -
<br />, I " .! � "
<br />1�1 ,� . �� + __j =.AW �� , -PROVIDE TEMP. INLET ��, , ,�, , , , LO
<br />I
<br />,
<br />I . I " L�: \ I + "17- 1b, �111 . _�,, �.,`, . . , 6� ��9 Ln (:)
<br />,�
<br />.,. .: -: 7: _�&-� I ( 2 a ) I \\�, INV EL = 84.48 + " 19 � "I
<br />, QAI- b E� , --I---:------:_ \I,, I
<br />, 1, ,;5. 1 -� ,; — " +,�, 1�1 .11 �_ ,� 0 .
<br />,
<br />�-1, �.,*, . , ,�,�, + � "I, + �� A �p PROTECTION PER FDOT + � �)__ �, ?X SLOPE MAX + R �,N ,,,,� � > .
<br />, I "� �
<br />T! * er � " ,� ,,, d s ', l - t i:: r, �, I I I � . 1?' I I , V) , \
<br />I - " , . , I NDEX 1,02 TYP. I 07 I ,,, z C,
<br />., I + ' I � ESSIBLE - �,�- Q, , $� .\", �
<br />"" 11 - I ,
<br />I 11 I , tt�,_� �� + PARKING AREAS I . S ,6�'-' ,,�,,�> --
<br />��_, - P,41 ."', - I , ') + - ,
<br />1. I , t "I , -, " I
<br />� �
<br />. ..... : ... . . .... . ........ . ... 1-1.1... - "I",", : i . N )" .11, -t- ,,�� - \�� + �\ 0 ACC --*� 11� ,
<br />- (§tf D&AIL .) , -
<br />1\ 1, f .
<br />+11 I I I -
<br />I ) 11_?�,
<br />I I
<br />" � r, , , .
<br />). �S�� " % 4 + 7 & �� I I IN'
<br />- I . " I .> , - 18�0 + + I , , P
<br />,�`l
<br />I - � , \ I I (')
<br />0� -I.. + I
<br />i Q�. + 1 w
<br />I ,,11 ,, . > ,
<br />- - I , I z -
<br />+ b, - " � , I V �2.�j, cr.y r, 1 0 1) I) 0 _� , + -�" 0
<br />, ) o, + ,, Lb + ��" 1) i, , + i��N q�l I I
<br />-
<br />-
<br />. I 41 . -1 . 1, D .�11, . ...- , - ) ...... . .. ) .... I ..... ... ... I
<br />. �,% � , . �1, I 't'l to I a
<br />, . .
<br />_ - - 11� , 1) 01, N^1 ,_ •. ( ;L "�N % 1_� ) I C, p, = ,� *
<br />square cut in concrete � ,�' n t , , ��19�51 ...... : _1_. I f _... - � .... ... _.__.__.___ tl� i 61 -,)"v - Lb st�� i - v er 11� 5� " ,,, I jy --:: 8 E. � 91 4 . I
<br />benchmark 5— ,,',�, \ . C �V ') ,�\` . ') + 4 �\ l�) - __..
<br />, � , � _,� ��, It , i,�
<br />,
<br />"
<br />\ " + ) ( ,
<br />temporary b �:,'� ��S. !, - 1\' . �,_ � , , , ",
<br />I Itp _9_11�, I '�' . to �\
<br />,;, " + 4� � 1.2l + ^, rl� 0>11 ,�,�+Ae + �, - Q4��
<br />(�
<br />,,,, rl & i. �, , �>x, I �,,��+ 11 �i "
<br />sgn ,ly 5 ,t� K 1) �i
<br />, , ,
<br />,
<br />. � - , R;, - /� 4"',
<br />I M C', ?) �:, • '�' C::� ��_ , , -_ ^,��""�_111'11 I
<br />91 ! , , �� I , ; nlet :
<br />__
<br />I V�> 4)/ �� 61TY DETENTION POND -1 k�lp ... ..... _�� ,� \\ ,��. + .� Ila!" �q . ..... i + 1� STORM STRUCTURE TABLE MD CROSS SECTIONS � to z
<br />11 , 1\
<br />$CN/y 4\ + L o - .1/t �DP -7 + " + �� I'll . I ,� �- 1, I?"' CAN BE FOUND ON SHEET C-&O U
<br />base for light pole , I , l.) 4 Q, i'S ''5 -,� - 8 / I I'l- ,\ 4 _� � a 0
<br />t -.b , �j.` + R�' I
<br />� �� + I �, . I .
<br />0, �,� TOB - 88.5 �'\ " \\ I? ,�? I %v, 'r�,;e,, 4" ror - S *,*,'. I ' ,�- ���, 0�
<br />C/) , I le 4 �> Q�' ' , -);-n = 8,'5.,,'.1- t", _.-� ') r � I' �b �s ➢ W a
<br />- / cTct� I � - 1, r,:j!-, s tt,� r,-i� c q�"<)�1,11
<br />elevation = 89-51 - I z.;:. , 84 C 1 1,,<� t �-, -A / , � j " - � .1, . , ,*I ., I I I :) <
<br />.1 . I I , V, > V)
<br />I ... I (O
<br />� :r � _: �3,� t3 1-1 ,� ",�� , ,.&, . - I � I / 11�_ �
<br />-
<br />I �� - .,_�) - - " 0� ,., DHW,'- " 8�0.0 (25YR124HR) ( ) I i 10 / I - �� � 11�e ,�mo�, �� , '*W" ), �) z
<br />I I e-IN el*"44 � � I ":, , � ROPOSED GRADE
<br />-
<br />), �i "I �, I., V) - - _=:z n S / RID - f- I I I / ,�� e B_" ,�, � `9- �
<br />.
<br />LF 1' 1, \ . 1�1 d?o � fcllo � 1! - .. � � 6;
<br />244 RETAINING WALL .. -�� Z'�bj • - (9 0 � -- �6 1 xll
<br />, , / \ , ,� 1� I :�: - _\_� , :1 ,
<br />1)4�_�;___ 4 TO§ 8 . llk',` 0��, I �, F ly -, Y*,�-11, INDICATES P
<br />, I ,- 88s� (I 00YR124H4) 1_! 1, ,,�Pnp s ��o�jt � ' 16� �bottolll - IS �.' 9 4 �W,
<br />� - , t � () �� DHW EL -' 3 11 I ; I') ,
<br />- - erld � I,, I � ." , �-�, C-1
<br />n .��.�� , " zz / _�� ,�, 2 1 ,,p,,,,�> c rno "s 'To r t i- -,�-" ,?, 4 � 0 I (.) t. �) ��) / n o 'v;s'b I e ip: p es _---_/� N 0.-*-*P5 <� ,,� -) ") * r c�-
<br />- CONC RET �, j i , ll, 2 , b 6 , 1101i 7�c'; 1
<br />r, 1' I - �� I +' q,tw 10-f E (P i ' , ') ,,� � I TI
<br />,
<br />,
<br />"I
<br />TOP EL = 88.5 �),�, - � ��' ," �, ,�, � , � I T, �61)�, I *� - C' C14N.1.1'r I ea, � I � I —
<br />'N I I , ,,,, - I E3 B Bl
<br />"
<br />�� t, ,,� " � �_,') ,�\ , �, 0� �\P"
<br />`rn CAI ,;�, 11�>, 11 , �_ :1 ,,, 4 z<,+ '?.,
<br />. LO (D
<br />U n n
<br />LO (0
<br />M M
<br />z 66
<br />10 to
<br />— N N
<br />z i� F)
<br />H.�
<br />I'm
<br />z
<br />C) —
<br />>_
<br />Fmmm4 UJI
<br />>
<br />,
<br />�1 1,
<br />� jl),�,
<br />` 11 14
<br />. r,
<br />0 14
<br />00
<br />*
<br />"ww4 ,.6 W m
<br />i117
<br />009-1 0
<br />(D 9
<br />z �
<br />0
<br />> — V)
<br />Ld
<br />cC :3
<br />z
<br />Lij w
<br />Q
<br />Lij � 0
<br />00
<br />i< z 0
<br />— � 0
<br />M
<br />z
<br />_j
<br />L_ (D 1.1-
<br />t .
<br />Z 0 �
<br />z I
<br />=A
<br />Uj F_
<br />(A
<br />4
<br />04 e4
<br />04 V
<br />it)
<br />�aM
<br />W�N
<br />V gA
<br />N (A 0
<br />1 H *1
<br />Q;A W4
<br />�a�
<br />0* ,� QL
<br />0 *4
<br />;A X �*
<br />0
<br />XMa
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<br />BENCHMARK DATUM
<br />PC CONTROL MARK: Y662 EL 89.7 NAVD 1988
<br />FLOOD ZONE PANEL NO.
<br />X 120235 0005 C
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<br />STORM NOTES
<br />1. ALL INLET GRATES TO BE RETICULINE STEEL CHAINED TO INLETS PER FOOT INDEX 1201.
<br />2. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE
<br />SYSTEM.
<br />3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
<br />4. DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN PIPE RUNS ONLY (FOR CLARITY PURPOSES) BUT
<br />ADDITIONAL ROOFDRAIN PIPE AND FITTINGS WILL HAVE TO BE INSTALLED TO COLLECT ALL DOWNSPOUTS, CANOPY
<br />COLUMN DRAINAGE, AND FLOOR DRAINS AS SHOWN ON THE ARCHITECTURAL PLANS AND PLUMBING PLANS.
<br />ABBREVLA77ONS:
<br />RD-ROOFDRAiNS, EL-ELEVATION, INV-INVERTS, FF-FINISHED FLOOR, TOS-TOE OF SLOPE, T08 -TOP OF BANK,
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<br />Joe #:
<br />01718.0002
<br />SEC TWP RNG:
<br />02-26S-2 I E
<br />DATE:
<br />05-07-10
<br />Cl.rk A
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<br />i -',� GA
<br />`I + GA
<br />I
<br />i
<br />Lf1r,r:dcj p-,)-,,,E,r box
<br />aluminum sheds
<br />STORM NOTES
<br />1. ALL INLET GRATES TO BE RETICULINE STEEL CHAINED TO INLETS PER FOOT INDEX 1201.
<br />2. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE
<br />SYSTEM.
<br />3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
<br />4. DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN PIPE RUNS ONLY (FOR CLARITY PURPOSES) BUT
<br />ADDITIONAL ROOFDRAIN PIPE AND FITTINGS WILL HAVE TO BE INSTALLED TO COLLECT ALL DOWNSPOUTS, CANOPY
<br />COLUMN DRAINAGE, AND FLOOR DRAINS AS SHOWN ON THE ARCHITECTURAL PLANS AND PLUMBING PLANS.
<br />ABBREVLA77ONS:
<br />RD-ROOFDRAiNS, EL-ELEVATION, INV-INVERTS, FF-FINISHED FLOOR, TOS-TOE OF SLOPE, T08 -TOP OF BANK,
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<br />JLB I KMB
<br />Joe #:
<br />01718.0002
<br />SEC TWP RNG:
<br />02-26S-2 I E
<br />DATE:
<br />05-07-10
<br />Cl.rk A
<br />0
<br />I % . F-W (SEE DETAIL) I DETAIL)
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<br />i -',� GA
<br />`I + GA
<br />I
<br />i
<br />Lf1r,r:dcj p-,)-,,,E,r box
<br />aluminum sheds
<br />STORM NOTES
<br />1. ALL INLET GRATES TO BE RETICULINE STEEL CHAINED TO INLETS PER FOOT INDEX 1201.
<br />2. ALL ROOF RUNOFF IS TO BE COLLECTED AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE
<br />SYSTEM.
<br />3. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
<br />4. DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN PIPE RUNS ONLY (FOR CLARITY PURPOSES) BUT
<br />ADDITIONAL ROOFDRAIN PIPE AND FITTINGS WILL HAVE TO BE INSTALLED TO COLLECT ALL DOWNSPOUTS, CANOPY
<br />COLUMN DRAINAGE, AND FLOOR DRAINS AS SHOWN ON THE ARCHITECTURAL PLANS AND PLUMBING PLANS.
<br />ABBREVLA77ONS:
<br />RD-ROOFDRAiNS, EL-ELEVATION, INV-INVERTS, FF-FINISHED FLOOR, TOS-TOE OF SLOPE, T08 -TOP OF BANK,
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<br />DRAWN BY: CHECKED BY:
<br />JLB I KMB
<br />Joe #:
<br />01718.0002
<br />SEC TWP RNG:
<br />02-26S-2 I E
<br />DATE:
<br />05-07-10
<br />Cl.rk A
<br />0
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