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Home My WebLink About20071522 Ver 1_Site Plan_20071010 - r .. - I J . . . .. . . . . . �.. •ram `'~ \"' __-_ _.-_ \ �.. _--___ // ./ / / / / / , ,o--, . .. . . . I . I . . I. I \ I . I . I I . I .1, _ '�'' r..-__ ^-�. ` +.__...._._....__ \_'-------.r✓"� f--�. _ / +./ / // / / / ' ,/ y \\� \\\\\\,\ Al - - _ . . . . . . . I - o e) a,- IS#2 2 _ _ _ � � I&XV I . __________ _ .� \``, , \ Qom, C�o�,. y✓r _r.�1 1 \_`\`---r....•-y �....� -..-� r.,... r...,� '''_` `_ �`/ /'/. // // / / / / it \`\`1\` `\ \ V C 7 1 , s��s N-4*-% *% -- --,/, 4 / 11,11 \,\I\% .Q_ �� """o . -- ------- ---- �,. ___- \ - _- _'�_ / /- / / Y I c -`I III I I \\��1 \ \• \ \ \ \ v . III __ ,.�. _... ._..-• -``_�� 1-1 _.,�1_ --____._..__ / I I I I I)l I tO\\ \ \ \\ \ \ � `� - __-_ _--__ - _ . / II 1 \ \ \ \ ` NOTE: . ,- -,--r-- r .`\ �-- ,� __--�- _ j 1111.1'II\,t\\ \ \ \ \ \ \ \ \ �/ 0 0 " 1 -----_ - --_ _--\ �`_ __• 1 ,l JIJ 1 t+ t11 N. \ \ \ \ \ \ `\% \, INVERTS OF THE 48 R.C.P. SHALL BE PLACED----.- _ - - _ --- ._.._ _._. INVERTS OF THE (2)-48 R.C.P. SHALL BE I-- //+I�11 1I ►tt�c \. \ \ \ \ \ \. \ „ --- PLACED AT A MINIMUM OF 12 BELOW THE i ,, / ,I 11111 \ \ \ `� \ `\ ` `, \ ` AT A MINIMUM OF 12 BELOW THE STREAM BED ..z5--- ----___ \_ -_ ------ STREAM BED ELEVATION FOR AQUATIC LIFE /�// 1 �I 1i I^ti \ 4 4 BYPASS 60C 4� ELEVATION FOR A VATIC LIFE PASSAGE. ___�'-=- _-.�JV-` ,`_��______--PASSAGE. ��__�.__._.-.. �/////r�11�J111\ \ \\ \ \\ \ `\ \ � �TO 235.00- ✓-' �"� (��, Vt K: (`- - \ - \ \ \ \\`\\ -,1. N \ -" .. ._.. .�... �" ,, l. , // 1 111 1, ` \ \ Q% 4 ` 4. `\ I ,q. IN... 23-1�q5 -- -" .. \ ` \ \ \, _ - - ,�// Ji ll \ \ \ ` `. \ , INV: 011T 610. -231- 5---------, �� , , , BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING 2:1 �\ V Q' . \ \ \ \ \`'�\_ , _ .. f 1'h' °/ \ O'er \, . \ = - ----' r 1 , FILL SLOPES WITH GUARDRAIL A 40 EN F P P � �. Q O � . . .. _ ` \` -_ \\ \ \ . _ �_ _� -- ./ •rifill \ \\ \ - - �__--' _ , / / , L GTH 0 I E �O Lip\ -,.� \ \ 1AIEIR�-E. 232.50 �O �\ \ \ \ \ �,.�_ ,4. BIORET�I�Ti©�1 ,I �/• �O�U `�-231 s5 / WOULD BE REQUIRED FOR THE STREAM CROSSING. � p Q `- \ \ BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING 2.1 \ �. \ N �-__ -\, COj, r 1 �O \, n `\111 ` \ ` -_ \ -, FILL SLOPES WITH GUARDRAIL A 40' LENGTH OF PIPE `\ `• `\ a E€Lt, 2� ~...' �.. ,' ,, , , Q \\ \ \ \,w \� \ \-r\ \ \ \\ \\ `� \\ DRAII�TAGE/_ INTEN.ANCE ---• � Z. // t // /' , / ` \ /\ \� \ \ \, \ WOULD BE REQUIRED FOR THE STREAM CROSSING.I 1 \ \ \ \ -_ _ / , / , \ \ \, CO \ % .` \ \\ \ -.. v \\\S. III \ \ \ \, \ \ \ � �1N"Q ACCE EASEMENT _, S / , lolr / , / / I \` ` \ ` O O r- N. �?,1z / / i \ \ \ . . ^,_'S%I . . ��__\ \ \-, r r `\`\ \�\ `,� '.�_-- / // r t I�dUNCTIaN 6 X`\ �• \ �\ ` 18 Cr 0�8.5�..._.__ ammmm !- / / /le / ► \`\\ \`� ''. 4O'-48" R.C.P. ® 2.5090' `ti..1 t V `..�..,�. „�r� ` , '` � \\ `\:1�1\ `_1`� .w.' •�."� �••••+"�.I'� .' �' 1 �01 \2` .0 `. �` `/` •.:�;:.. ` -T _..1..- !�- \~- `�_► // �/ ' /.' / / / i _ I I \`\`\`` `~ w HEADWALL AND TAI LWALL / _ - �' '� _\ �� `=_; _' _ , / `\ "_""---,I --'.__ 22�� .� r �, - '-- 1 I I i `\�2.1 I 4. 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' �Y \ \ \ \ \ \ \ \ \ \ 1\ \ \ % \ \ \ \ \ \ / / / I 1 1 \ \ \ \ \ \ \ \ \ \ \ \ �... \ I 1 t \ - J \ \ \ \ \ \ \ \_ __._ \ IN \\ % \ \ � % \ -- ` \_, � \ \ \ \ \ \ \ 1' \ \ \ \ \ ` \ \. \ I I I I \ \ ` --r � / / IIIIIIIII, ♦ \ % \ \ --I �. \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ RAI NAG M NT f,A C E I I I / /. \ i \ \ \ \ \ \ \\ \ . \ "', '~ \ \ \ \ ` \ D E /�� E \ \ \ \ \ \ y % / / , ./ / 1 I I I \ \ \ \ \ \ \\ ` \\ \ \ �-_ \ \ \ \ �. \ \' \ `. \ 1 \ , \ � " J I I I 1 \ 1 i -- \ i / l \ 1 I 1 \ \ \ \ \ \ \ \ \ \ \ ` �\ �. \% ` �\ �` �� \ \ \ \ \ \ \ \ \ \ I I / / . / / \ � 1 TH '., --R \ \D I G I TEIiAWE \ � S \ \ _ \\ i/' ' / \ \ \ �\ ` \ _ \ "I � N AR OF .IPAR 6UFi`ER WHICH CONTAIN TH i E \ \ '\ \ �°►NA �/ \ \ AND ACCESS EASE EDIT I I I I // /' // \ • \ 1 I\ `\ \\ `. `. `. `. \\ \ `-, � \,4 \\ \ ` \ \� \ \ \ . \ \ \ 1 CROSSING_HAS BEEN_ DENO D WITH 'A BOLD N . � � N C S EMEN \ \ \ ` / , I I I I I I I ` ` ..__ __- X / � �ool \ . `�__.._! \\ � _ \ \� . _ � LIE \ \ \ \ ` \ P I �C E . to? \ \ \ I I I I I I I I i ` L -- / /' / w �j/' \ \ • 11 \\ � *. '`-\ \ \ .\ \ \ ` \ ` \ \ \ �. \ \ \ ` \ \ \ \ \ THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE 1 1 I ` I I t i �j1 ,' / /// / . op./ \ \ I � ___ ._.._ _\ _ _\ \\ ` ` '-` -� \\ N\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CROSSING HAS BEEN DENOTED WITH A BOLD LINE. / 1 II I I I I I I I I -_ .00-- / // / /..*, /� \ \ . \ \ � \ �` �� N. \ \ \ IN **% \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .� I I ( \ \t / / / / / \ r \ �� `N. \ `\ \ \ \ \ ` \ ` \ \ \ \ \ ` \ `\ \ \ \ \ I 1, / I 1 I I I I � // / // // // / /�' � -- \ �� `� `\ \ \\ NOTE: ALL EMBANKMENT FILL GREATER THAN `\ \ \ \ ` \ `\ \ \ ` \ \ \ `� \ � ! I I I I I I\ \ \ \/ /' / , / , /' \ . � � - \ \ \ \ \ \ \ \ \ \ \ � , . 1 \ \ \ G , , \ -SEVEN FEET (7), AS MEASURED FROM ROADWAY \ \ \ \ \ \ `\ \ \ \ \ \ \ NOTE: ALL EMBANKMENT FILL GREATER THAN \ C,.� \ \ Gj O� . • . • . N. \1 N. \\ \ \ \ \ ♦ \ \ \ \ 6 � I I / ! \ \ r,-_ / / . \ \ CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE. \ \ \ \ \ SEVEN FEET 7 AS MEASURED FROM ROADWAY D� \ \ % / / , .` \ .._PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL \ \ \ \ \ \ \ \ \ CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE 0 1 \ / / / / -�, �--� `� '� `�.. �,1. INSTALLED TO NCDOT SPECIFICATIONSOR \ ` \ \ � � \ ` ` �" � ' ` ` \ ` ` \ `\ -• - ,-' ' / ' �' � O BE \ \ \ \ \ \ PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL "I O \ \ \ � / / , I \, T'____ � �-1 GRADED TO A 4:1 SLOPE OR FLATTER. N, \ \ \ \ `\ \ \� O \ \ \ \ \ \_ ,- // / // // c\ ^ • INSTALLED TO NCDOT SPECIFICATIONS OR BE O v ` c PLAN SCALE. V = 501 _ _ \ \ . \ \ \ \ \ \ `� eN `\ Q __ � � \ \ \ \ \ \ GRADED TO A 4.1 SLOPE OR FLATTER. �' I -' /' I I 'Q v \ \ \ \ \ �A \ \ .�' \ \ r I I. / / 0 to O M O to O M to 7 to M M O N O I� t0 O � � M to 0 O O O O 0 � 00 0) � � � � O 00 N O �p N $ to � O ^ N � f� N N �j f� $ 00 8 Vm n t[) g � r) 8 d. O 0 N to O V_ � N 10 N N to O N 01 � .- to r- Q to O .- Q to O r- Q o � �' o o to •�' 0 0o en r- o � O to � � O o � o O oo to O � to r r- .- O � O N O v M O 0) v 4 O C v to N rrj to N f-- r- O V. N " O �j O N .� I� 00 -�' f� + 4 + O + 16 + N + Ci + 00 + QO + O + N + t6 + •- + 1'7 + 4 + �A + 6 + C4 + � + •- + f� + 90 + 280.00 O + to + O + + � + � + M + n + N + N + N + N + N + N + N + M + M + � + M O M O M ••- M r- N N N N � N r• M r-- M N M N It N •f M M to M to . O A to M to M to M � M rI M W N M - �`�__ _.��____t! 0- _ �.. �.__.S N .____.v�_ _ N _ _N- ____-_ _. �r- _� _cy_-=- � cv _�- _�=�- __ r � 280.00 . 150.00' V.P. 1, 0.00 V.C.' 1 00.00' V.C. 80so - . 0' V.C. 50 00' V.C. • No K = 6.8 = 4.91 K = 6.09 270 00 loI0 .. _ K 6.32 K 4.80 270.00 0 00 a 0 . to N,• . 00 � N 000 N . IN n II II o Q > Q > O � g . . . qb r� d W 0 O 260.00 - -0 ._ $ .�__ 0 %A - 260.00 . . . . a s 8 M LVm . CL C , m N N to Uj O o O � + to 0 � V99 * • . I 0 f` N '� II II + c0 M M O + C + N � N to n � '.. • _ + " 0 M + O O T- • • N m N .- N N N C O N N V) M t+0 M t+0 M Q � N CO to N N .- ty ♦- N to N II II W II 11 ' r- N . II n _ _ n II N to II II N N Q > N N N N N N • Q > Q ->-� a s Q ->J Q > V_ N Q > < •? W N N W � W � WejW � W - Q > > Q > .>J 250.00 _ _ II II a a rn W to �' W Vi W 250.00 • a s a s � a c- a- a J CL a o. . . . . aa. � W � � as � � � � I 1 �9.0 & a ce NATURAL GROUND �VIIIIIIIIIII` . . • 240.00 %"%I / _._ _ 240.00 • N > . CENTER INE - W • OF RO WAY o N % . 40 I I 5 . . . ft"ftIIIIIIIIIIIIII 230.00 - NQ� V- - • t 00 - + 230.00 N N '. \ I I ,�6 C� N . N � id n II '62$ II II • Q > ' � O� i . . d ' . . . I . . . (n W �Q . J....__000 . 2 = . \ �; tn I . 220.00 . I. IIIIIII . \ 23 5 ISO C4 . . . 9) t. I . . I I . . __[--We . + ") . . r N . as . N N I < > I . (2)-48'0 R.C.P. . I .j. � W . 48" R.C.P. a a . 210.00 = _ . ___��_�_________ _.�.__...��_______ �..�_._ __- _._ 210.00 NOTE: NOTE: ALL EMBANKMENT FILL GREATER THAN NOTE: ALL EMBANKMENT FILL GREATER THAN . . - . SEVEN FEET (7'), AS MEASURED FROM ROADWAY NOTE. " SEVEN FEET (7"), AS MEASURED FROM ROADWAY INVERTS OF THE (2)-48* R.C.P. SHALL BE CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE INVERTS OF THE 48 R.C.P. SHALL BE PLACED CENTERLINE TO INVERT FOR STORM DRAINAGE PLACED AT A MINIMUM OF 12" BELOW THE ALL. D E - PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL AT A MINIMUM OF 12" BELOW THE STREAM BED PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL . . STREAM BED ELEVATION FOR AQUATIC LIFE INSTALLED TO NCDOT SPECIFICATIONS OR BE ELEVATION FOR AQUATIC LIFE PASSAGE. INSTALLED TO NCDOT SPECIFICATIONS OR BE •. . PASSAGE. GRADED TO A 4:1 SLOPE OR FLATTER. 200.00 GRADED TO A 4:1 . SLOPE OR FLATTER. . _ _ _ ____ _ _ _ _ _ .-__� ___ __ _ 200.00 O 0 Tm .- -• O N O r- 0 r- to 00 et' 00 n O 0 to N co COO co 0 0 V QO � 0 to O N � t0 n to .- O N * f` 1* to 00 t\ M r- N l� � VN O •- t0 4 01 !- (D 00 N � 00 to V- O f` r- ^ N N r,) NOj M M N N - M � t0 to to to �t• d• In V) N N �•• N n tM " " M - N N N r- . 190,QQ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 190.00 3+00 3+50 4+00 4+50 - 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 ' 17+50 18+00 . . . . �� tI - 501BL STREET I I I . . . DW CROSSING Q PROFILE SCALE: . FOR . . HORIZONTAL 1" = 50' \ . VERTICAL I . . . FLOWERS TRACT I " = 10' . . . WILDERS TOWNSHIP - JOHNSTON COUNTY, N.C. . I 11, I ., I _____ - I - __ - . ,lob: 07044 , Date: 9/28/07 Revision: ' . . . , File: RCP03001 Drawn: DBL Sheet: 1 of - 3 1 . . . . I /_1 I - - .. . . -%-. I-- 1_. I \ \ %% IN .._1_# . . . 41' , . . . . ___,, . - . .I,,-I.._____- . . .. . . . G.-oll - . I . . I . . .T . I I I I ... I I . . . . . . I . . .. . . . . . . . . 1 *--.. __ ,.. 11%1.% . \ \,-\ \ ..- .. ___-_ .. --- ... - ,..,., .. --_ . . . . . . ,.l (:5p. . . I I . .I I . I I c.J , 40--36 R.C.P. 0 5.009� O 0 -__ 0 - . . . I 11 . I -.,. �. -I r - -__ _-_ 0 W HEADWALL AND TAI LWALL .. C,P-3 . _ _ GOODm . ;J0, / __ _ \ \ \`.-, I , - --.-_ _____ _ _ c� A = 18 A R -o . 7,a ,..--, . \ \ \ \. ,( k- �__ ----- ��-----��. � �. INV. IN - 197.50 0, NO : . . . .- � 1` �\ i l I / -- ' .___ INV. OVT - 195.50 �°�> INVERTS F TH 36" R.C.P. SHALL BE PLACED .. . . . 9 . , _ . . \ O z 0 E �S\ �� 1 III _._.�_- ---- -�-.�� o� AT A MINIMUM OF 12" BELOW THE STREAM BED , . -' ' ` ``""�.Y J ' `, \ `� ' ` ` `\` --- BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING 2:1 °D IF PASSAGE, �� . \ . I c `\ `` \\.. _._._ ._..� -- -- �.... c ELEVATION FOR AQUATIC L E ASS GE. I I I ` -- + _" 11 FILL SLOPES WITH GUARDRAIL, AN 40 LENGTH OF PIPE �..-- 3 . �1 I I \\ \ 1 I. .\ \\\ r -- ,�,� TA / - W •V * . * W .v .v. W v► v► . . -, a) I I l \ �- �' , `�� \` \N ..__ �.�_- WOULD BE REQUIRED FOR THE STREAM CROSSING. 1 l,1,, �\ t � / o ^--------------.�_____----------------- -- - . I W1I i ► / _-�' 1 \ \ . \ \\ \\ _s_ __ (� . , / / , , , I , ,/ / , / �I 1 1 11 \` \ ` \ \ \ ` ! -..` . �� - ______ . . \ / 1 1/1 �� 1 I I � / I / ` I I / \ • , V. \ - 1 r� / / l ! I I // I l rl / /I//!/ /// I` 111 11,,\ \ \ \\ \ \. ` \ ` `, \ \ r ' I / / c.:_ `` /� A I.V( : * V► v► .1. •v V� v► •v W W W 1 A 1 I I / . \ .. \ � \ I I I / / I // /! 1! 111 \ J J / 11 , 1 1 I I I / \ \ \ \--, r,_,..... 0� � I I I I I + I / / I I l I I l l 1/ I // (I I ' 1\1 i l \ \ \ \ ` \ \ \ \ \ i I I ` ` \ � / . / / / / ` ` \. \ ' ! �� t /�+ I I / , / / /. J I 1 \ \ t \ 1 \ \ \ \ ' I - N abk// V � 1 1 1 �� \ � \ _ I I I I I I I / I I l ! � I►11 /l I I I 11\ \ \ \ \• \ 1 I \ \� I i , I� I , 1. / / /. _ \ \ \\ --'"` J I I I I I I I I j J , I 1 I , ,,, 1 II I/I/ 1 1 I ' 1111 \ \ ` \ \1 \ \ \ \\ \ \ ` \ I 1 , i i 1 / ` / , / / / -� '�. \. ` ` --- ,� I I R , I I I , , l J l INL ,t, //t ( 1 i 1 \f \ \ \` \ ti . \ \ \ I I \ / / t .t I L . . I I I I I I / - . . � \ .\ `•, c..� .. -- --- I i ( I : ' 1 •L f SLOP $l !",p h�In1`� //' I� 1 ► t 1 ` I 1 \ • \ \ \ \ \ \ I I ` I I t \ \\ \ �� / v► v� v► .�. .1. .1• .�► . . .* I . . . . I I: I 1 / \ \--_____ � I I I I ' ! r , ,, ` `7' s I J// I �EDIMENT \ t I 1 1 \I t . I I J,. . � I I �, \ \- ` - . . . � o I , I :/. , . ) f , / \ \ I � � WEIR I NOTE VEGATATION FOR ALL � , � , O I I •/ i„ \ `� � N. \ � � ( , ( I I ! � l I I / � l / I,l I'l I I I I,%I I� / /lI�l I I � F N P A `� \\ � \ I i ► I I� 1 �� / -_ __ •v � v� .�. �► . . I I i I / \ \ \ -- -- _ �. I I t I J /l I , / I l /// , l // /I I 1 I �E\(TIC �.) \ 1 1 \ - FLOW TO t BIORETENTION CELLS SHALL BE `� -- - -_1��--_--- . �. I I I j , \\•\ � 1� i I I I I / � l /! \ \ 1 I 1 I � / -�__�--,�__�_- . 1 I I I \ .\ � I ( OfI !R AN lJF EL�J I / /, / ,l /,; I I /J l I 1 I 1 \ \ \ \ ` \ ` I 1 1 \ / �' C NTIPEDE 0 I �� E s D . ' ! 1 1 , I- \ \_ t : I I / l!I !/ /I/ , I 1 \ \ \. t \ `\ \ I ` I ' 1 t 1 1 I * 4 1w . _ .• . ' . I 1. I I I . // �� , \ - / , l J 1 I / I I/I I 1 I \ \ \ \ r / v. .1► r . 1 i l .\ . �. \ , / ' MROM TO & NIA) f l /, + (� (/ \ \ \ \ \ 1 I I 1 \ / . - r I. I I 1 4 .� 1 t \ \ / / I ! 1. I I l 1 J l 14 I Jl,!� 11 i I \t .1 1 I \ \ \ \ 1 1 1 / / I . . / , I I I , , I I f \ � . . l l ! I I I J , ! ,l� I I i \ \ \ \ \ \ \ \ \ I k \ 1 `-- -•- , / I * _ . •� I \ \.• \ "` .�.._ \ I r" / I \ \ W wa.�a�a.�a�aaaaia � r / J / � I / /J � ! � 1. � J I \ \ \ \ \ \ \ \. ' --- ✓ / BIORETENTION `�' ----� .`�' . � I r I I I / O I I /'p . ./ :+". \ \ \ ,-.-- / / /. I I J I I I I 1.' \ \ \ t \ \ \-. _ , I i . / / \ / \ \ ` \ / / / I l l ! Ir1 / }I l I ! \ \ \ ` \ \ \ \ \ \ ` \ \ \ \ \ \` .� �/ i I mqw j f l / I I 1 ♦ i. / / // r. I. \\ \ r- .// II I ! `, ` \� \\\, , `\ \ , \ - -. ._ oe ..e . I * *- " * -- * - * . - - - & . . . . I . . . . . 11 � ./� I I ♦ ,. 1 I J l / �-• _ I - `\ `\ ^----_ \ / / / / J ! / / / / 1 / / // f ( 1 \,\\` N,\\ \ \ \. \ g To \ t * * - * * * * 4 . - . - '... / i I I /. I ` \ .� , I , -`. , \. Cf� �. , , , , / I , , , I � / J l I I/I -� �\ \ \ \O ` \ , .\ T. t, �.. ,.-, -o'.." 1-1 . . . . . /� ,� i / I , / / / / \ \• \ \ \N - / / / / / / ! / / /I/' I I \ \` \ \\ `�,. \ \ \ \ \ \ •\ `,\ -�� "I / \ / \ . 5 \ \ / / / I / / I \ \ (� \\ �....._.•_ -- "" / / / l l I / / I 1'1 1 I' t0 I 1 \. `\ ` .�� \N`\ti~ `�\ \ \ \ \ \ \ \ \ \ \ \ O i. --�►---•�.-----v,.....--,jr:...__�,__--.�•------. j►----.�------yr----•+r . It, \ I / I \ , I 1 / / `\ \-. d .`\ \ / ,/ / l I I / / I ! / I I I I I I y .\ \ , \ \ ` \ \ \ (is .. . . 1 I 1 / / . / --_o % 1 1 \ \ \ _ \ 1 \ . ,� \ \ / / ♦ . j I I ../ I •\- � >D�� \ \`' \\ \ -- / / / // I .I / I / ' t • \\\ \ \ \ \ \ . \ \ \ \ \ -'. `.. ..�/ . . ♦ \ / / . .- 1 1 / �� N \ N \ / / 1 l I i t \ \ \ \ \ \ O \ /� . . . . . . . ,^ � / \ ` I 1 I / N C•--1 O< N . \ \\ \ ,- . / / I I I I ) 4 I t. �, ��, \ \ \ \ \ \ \ \ \ \ _ 1 , /' - 85 - PERCENT SAND. . . • . . . . . •. \ ! 1 1 I 1 1 I 1 ! \ \ -- I 1 I� 1 1 A 1 .., \. \ \ \ \ �„ _ .,� / , / _ . . \ \ \ \ / / / 1 1 0 1 p \ \ \. \ \ _ . \ \ t 1 I I / / 0 . \ / 1 / f ► 1 1 \\ ,\�\ \ _ . 12 PERCENT FINES. . . . '. C. 1 i I t \ \ �/ \ ' .� N ` I �' // / / / /I I +I I `I` q 1 1 ��0�! LET 6 ` \\ \ \ \ \ \ .. . IN .1 ? , 3 PERCENT MATTER . - _40 ter 1 I \ + ` \ ` \ ,, ... � � / / , 11 1 \ I �� \ \ 1 -- �0 .. . . . , I \ 1 \ \ \ \ \ �.. \ \ \ � / / », _ 1, \\ ` ;PRQTEC`1'Id \1 ��\ \ - BYPASS.JUNCTION BOX_ _ _ . . / \ \. \ � \ \ \ . l \ \ � \ / 8 I p \\ .\\ \\\ \ �11% t�k►`u I ®`3. - SOIL MUST HAVE A P INDEX OF 10 30. \_ . \ \ `` \ \ \. \ \ I � I I I/ /0 �/I I 1 I i �„\I 0, 00 I, Vk\, \\\� �d `�1,� . \ , VIORETENTIOI. �. / WEIR. 3:1 MAX. (Typ) i % % I �' ---, \ \l. \ \ \ \ \ \ I I \ I / I I i I �' I ' 9 -_-- \��\ \\ � �:• \ \ CALL S .. .. _ _ . \ \ l I ( __ .\ \ �. \ .t. . . , � , _�.-\ . ,. \ \ \ \ 1 % \ ` \ _.- ,4•04 BYP/6►S �OSC I .��:. \ \\� �\� ,� . . . . .\ •I'V ,•.�(. \ � � .�1 � �,- ;.� . . . 1 f ` \ N / �% \ , 1 I l \ \` ` \ �\ \\ i... .-� G / , I I I I U I� �� I �t�\\\\\` \ \ \ :�:�•,\' .,` r / / r _ TOP 21 TI d0 I I + ► ••�.•\. • \\ -�I I I I� . MAX. PONDED t 1 \ / / / 1 I \ \ _ --- �� I I I f �. ,, .,; DRAINAGE/MAINTE�ANeE�- r 1 ` / 1 I . \ \ -INV. I N- 1 .28 1 I_ I ti .\ , _�. _ -'i l~ WATER DEPTH PROPOSED GRADE . I _ 1 ' / \ I I 1 1 ► ►. I \ \ \ N - f r ! I I /�--� I N, 195.64 \ \ -�;: I. r - _ . ' I \ \\`� I I I 1 1 , I -_ \ - - INV. OUTJBIO. 2 i 2�2 I r I _ _"� `1 1 - 1 \ \ \ \ -t_ �.. , . ,__ ) I I. I / i UT - 3.10 \ �\ � \ I I - I 1-- -'" (12) INCHES CLEAN OUT --�. -- , _ \ \ \� I I I , , \ r WEIR_,,EL 1 .0!6 I ( ( I i l c_ \ \ \ \ I 1 �� . L \ \ !I I I I 1 1 .. ..-- � •\ •" _ I I . - \ \ i \ \ \ `�. I 1 ') •; - - . -_ _ 1�\ \ \ \ \ \ \ 1 I , � -� \ _ f INV. OUT 1 .2 ,l _ I I ` , JUNCTION BOX r r \ ' . I I l �,.:•. .,,; »_" ._ _ \ \ \ \ 1 + ---- -_ - / �, + 4�(4 PAS �OX \ r 1 Z RCPa milimm, 11 1ju M,o A NASA / -� . __ \\\\ ___ . \ \ \ \ \ I I 1 I _.___ � \ �' - -' I IORET Nfl; INV OUT - .192.94 TOP - 197.00 _ ` \\ 11*_ ,� , I \ . -_ \ \ I I _., - --- \ - '�- -- .- TOP 21�. (7 \ `\ . - I _ JF I . _ -_ \ \ _ \ N I t I I 1 __ - -__ �O _- CE L VELOCITY 2.42 FT/tC INV. IN 193.94 _ \ \ � I - - I -= - �/ __ _ _ \ \ `_; ` 1 I I 1 I 1 . _r_ \ . �. 4 5 _ INV. I N 211.E 5 \ - . I - �-' ��'I / /�// / / / -�� . . INV. OUT 190.30 \ r FT . ,.._ I 1 1 1 ` _... _- _ __ t -210.5b � .- �� . • . - - \ \ � _r _� t I I ._.-.-. �-_ ---- -__ •� - - _�,, r_>>- �.• � INV. OUT (BIO.) � � » / \ --_ '1 \ r` -' i I i I I I t 1 1 - _- - --- // /- DRAINAGE/MAINTENANCE = WEIR EL - 211.00 � I 30.0 SOIL MEDIA \ \ \ \ \ \ \ \ \ \ \ . -- ,_ \ \ \ ' / J� ,, I I I I I I 1 i 1 \ _ f __r _ - -_� / INV UT 190.20 . I \ / /�/\/ / -' \ \ �// I ` 1 I I I ` I I I ` I - _ -- - - �. -` ..` .. �. �' EASEMENT VELOC TY - 2.28 FT SEC INV. OUT -210.50 ,\ ,\,\ \�\ \ \ \\�� \ \ \ \ \ \ \ , / / 1 I 1 I 1 1 I I I I i ----- '� -Y. .� `C� `C�\ . / 1 1 1 1A II. - / / .. I1. . . 8.0 WASHEO57 STONE •.�+9. �I I - / I / /. I I I \ - 1 r v. Ill - - -- - - .,. '14 %, \INN ... *% 1_1_ '*_ / I.' \ \ \ \ \. . 1-1.1 . _..I-- I -_1-1-,_. . _ __1 7 .. Apo 11 I . . . - . .\ \\ % .\ \` \1 -` �✓ / / I \ \ \ \ \ ` � t•-,.• __ _ 1I __� w - .•.I- / � �Vim- UNDERDRAIN . ri 1 \\ . . % - / \ \ \ \ \. '\ \ � ------,` `_ -_ . i cQ r THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE . v . . . \`�J111% `\ \N.� . `%_- / ti / I \ \ \ \ �, .-_ ._ `____ _.�� . .� CROSSING HAS BEEN DENOTED WITH A BOLD LINE. . �'' ��---� loo, ,�, TYPICAL BIORETENTION AR •� .� --- / `\ \ • \ \ .\ / _ __ --.-_ ;/ i �''� _ NOT TO SCALE ``\ \ `\ `\ `\``�\\ \\ �� t \ \ � \ \ ` `\. l� �"'^.--f �..�� f� O Oi /r � �-- `\ \ `\ � ,/ \ � \ \ \ _ \ o\ . \ /' _ -- . --_ ch;' NOTE: ALL EMBANKMENT FILL GREATER THAN O 1 VOLUME . CLEAN BOTTOM EL. WEIR EL. `\\ `\\___�\ \` \\ \` \__ .� �' , , - \ \ \ \ `\ `\ 11 / .- --_ ,` NUMBER (CV. FT.) SIZE (WxL) UNDERDRAINS OUTS (BIORET.) (IN BYPASS \ \ ,v, \ \ \ \ \ .\ f.._ SEVEN FEET (7"), AS MEASURED FROM ROADWAY `\__-- N. `� `\ � .� ,/ / \ \ `� ` \ \ \ \ 11 I � --- .,._. ...- �fJ, CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE 1 1 163 22' X 53' 4 - 4" 2 229.5 230.5 `\ _ ____-� `\ �\� `\ � � ,� ,' ` \ ` `\ `\ \ I I �`` c� PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL ' - _ _ `` `%N `\ 1 - "s `� C\ \ 1 i I � a� INSTALLED TO NCDOT SPECIFICATIONS OR BE 2 268 12' X 25' 2 - 4» 1 231.5 232.5 _ \ ��, \ \ \ . 1 I I I / ``--- `� \ \\ `1, `` .,. // / `\ `� `\ `\ 0I I I I /' �'- _ c� GRADED TO A 4:1 SLOPE OR FLATTER. 0 _ ...._ __ __ --•--•\ \ \\ \ \ \ -, ,- _,/ / `\ \ \\ \ I 1 I , � � 3 349 14 X 25 2 4 1 221.0 222.0 . \ \ \ \ \ __- % -----I- \ \ \ \ \ \ \ I / `� 4 278 12 X 25 2 - 4 1 221.0 222.0 � � \\ _ �__ -- --- - -__� /x t \ \ \ \ \ \\ \ \ 1 / � U) 5 450 .15' X 30' 2 - 4" 1 212.0 213.0 �� ` \1 �`_ -_ ____�_--�-_-"'� -- ` / ' \\ ` \ \` \\ Imi Q 6 509 16' X 32' 2 - 4" 1 210.0 211.0 -/ / \ lip<. \ \ . (f). "'Tet- __ . . lw .9i ____ __ ___- / / I .U-1 . 0. ,:r , __%_ __ __ / '%P-,*.o (:52. _ / Z-3 ___.- / / / . t \ . Z02, . . :21E::> \f,--) . . ) c--,-, -----bp ,-- -.--.z // i5 I - As :�� 40---o- c I 0op , . . PLAN SCALE -- Lo �? I 1111i -;��. _ _ / �� • � . � o � o .� � 6' � d� � .. . S N N O O � 00 � � n O 0 � 00 0 rn � � o O to o •r 0 O O O n to N o en O M 00 � 0 . . 00 00 00 00 00 to 0Oq to O0 0CD p00 O00 0n1 0 ^ Oto Oto Oq* tnM OT_ to 00 Off; O O `t tnco ON to O '� O (D too $ 0 NN to : n � M N � to na `'' � to (R n � O • . .- to 6 O 00 to � O t0 N to to q. � M O N to O O 00 to t0 I� t0 O t0 to 6 0 N 0 to � t0 0 t0 N 4 to N 0 t0 to O � (� 0 t0 N t0 to I\ + N + f� + r0i + 16 + t0 + to + M + + 00 + ad + 0) + qt + t0 + . 250.00 + N + N + N + N + N + N + N + •- + •- + '-• + r- + V- + N + N + N + N + N + N + + + 0 + 0 + O + 0 O O N N N NN N N N MN MN + N + N + N �. __�- N tfZ N to t0 N c0 C------� N aQ.N. aQ �____. H______0-. N _9_)...CA-�N r' N '" � r•- .- .- r- .- r- � r- .- � .- • . . 50.o V.C. 50.0o V.c. 100.0o V.C. 10 .Oo V.C. • r 100.0 V.C. oo.00' V.C. I oo.00' V.C. K 4.05 K = 5.05 K = 5.61 K = 4.45 K 4.45 K4.17 K = 6.05 . . o 8v� ,� ,� �o 0 (4 0! to � S $ o 0 0 O o . � $ � +ao + ao + 40 + • O � co • to 0 0 O g O o N ao 0 0 08 •tcv * N * N to 240.00 240.00 to to a) O e �,. $ . E. o I . clto $ -p M . I . N + r• 0 to ui . ! L� N t0 0 to � O N + '•: + I: + . NN p0 NN t0 t+ON + N � N + O N O NON8 ' � N . .* N O . . to U) to � + N N O) N il N O N 1 00 00' V C 8 . . II it N N N N N it it N N ^ N N N N N II N N N N N n N N N N .. . . a > Q > a > `V N N go > N 4 > + to a > K = 6.05 . --� 11 n --i I II > I II 4 > Q > Q > N Q > d > N O > ...i . � W � W i> elm VW Q >�.j W � W O V_ n t� W >j a d r�'- N 8 V 1AJ v0 a ? as w v0 � W _ F-- 0 � N �- �- 0 W N N + ap 00 . 230.00 aa. W L � _ CL . _ � _ - - 230.00. CL �- n N to NATURAL - • a a na. M _o . ui N GROUND 4 � %iiiii - a% . a m _ -2.01 _ CENTERLIN + W N OF ROADW Y N46 do 0 ""**\ a s cv 4 II II cj ; % � 5 . 4 . 4 > 0 t0 O ♦ � N 2 + N 220.001. W 5* _ _ 0 7? �,• 220.00 :4.09 II it to 41001e, N > - 8 . . '. . N NI % I . - Q w . . 1 to - > . . a o. g 4 . I . . . + O �, + . . � as ,4p ON 0�5 d _ _ + 0 . - _ T. O$ II 11 10 1 N . a . . $ 1 1 1 a > x x 940 0 N 210.00 _ 210.00 1 W� . . rn d . 01 � N . N N t tl . . 4 > � id - . _ _ a a . 200.00 . . . 200.00 36 R.C.P. 190.00 _ _ . 190.00 . . . . . NOTE: ALL EMBANKMENT FILL GREATER THAN . NOTE: SEVEN FEET (7l), AS MEASURED FROM ROADWAY . INVERTS OF THE 36" R.C.P. SHALL BE PLACED CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE • . AT A MINIMUM OF 12" BELOW THE STREAM BED PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL . ELEVATION FOR AQUATIC LIFE PASSAGE. INSTALLED TO NCDOT SPECIFICATIONS OR BE _ . GRADED TO A 4:1 SLOPE OR FLATTER. . . . 180.00 - - _--- 1 so.00 .00 - - 170.00 10 . O) N N M O t0 •� M 00 N 00 N� 0 t'7 O 00 M t7) a0 N .- N to �- . V- a0 00 O a0 � t0 0 0 M 0 V- to � . 4 1* " t0 to M M � 0 M 00 t7� M � t? 0 00 ^ of co to M 0) t0 M � M 04 O 0; q* t0 00 t0 � 0 11-1 N co N co a0 N N M N N r• V-- •-- r- f-• N N tM N N r• 0 O 160.00 N N N N N N N N N N N N N N N N N N r- N N N N N N N N N . N N N 160.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 - 13+00 13+50 14+00 14+50 15+00 . tt tt . . . . STREET 50" PUBLIC . . 1 . I . . . . I I . . I I I i I . L I . I . . DW C ROSS I N G Q . . PROFILE SCALE . .. I I I . .I . ROR . I HORIZONTAL. 1" = 50' . I . I FLOWERS TRACT . VERTICAL Ill = 10' . . . . . . WILDERS TOWNSHIP - JOHNSTON COUNTY, N.C. . . . I . . . .I . I L . . , I . I . I L I . . I . . . . . ... -L . . L .I I . .. . . . . .I . . . I . . I . ___ - __- - - . . I . . I Job: 0704.4 Date: 9/28/07 Revision: - . . . . . I I I I . I .. . 11 . I . I . I . 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I,-0-1-1'-;0.,�-0-0.."-.&�4-�:,-�"o\.,%-.l-�/ / / \ I / I 1 I ! .� - 'ter . . - I I I I I I I 1 .----• _,•_._ I / / / ! /,/ , --�r�+i - ' \ •i . I 1 ( I I I I I L.... I I / %,, �� 1////I/It� ��- - ,__--''C '�„ t I I 1 ter• / , �/ �' _-r r r ! 1 I I - ////I /, _ r- �� `\`I\ ',„r i~+' f� 1 ✓' �' �// // . acres --- - .•r+0. - �•/ / rrrr `_. •err / / ,, �•-- \\\ -�„ -- r f��', ' /` �f • '' �' ' ,,///'/'1 / • S r r. - ,. '/ '- -.. -r✓•.r, '_o_`_ I. PRIOR TO THE INSTALLATION OF THE BIORETENTION CELLS ENSURE THAT THE / ,�---_ __-_- - - �� , \ 1 , / /, /.-_ _____ ---- __ __---- ENTIRE CONSTRUCTION SITE HAS BEEN STABILIZED. BIORETENTION CELLS SHALL I / ,, - _.: __J_// \ I , j j, / / re s - __ -__ ____ ------•�-- - . - - -- I - - - - - - - - - - -- - - --- NOT BE LOCATED NEAR DISTURBED AREA. ^_ - :~ ---- +(f / - __ -___ ,/ /'-._�_• -+/ ,, , / ! ,' , / i / ! ,/// /. ��- _� -__-_- ___ acres 2. INSTALL SEDIMENT FENCE DOWNSLOPE OF THE BIORETENTION CELL. EXCAVATE __ - -- THE AREA FOR THE BIORETENTION CELL. / - __ -_'\ - --' --'/ .•r /, //'/'// / s / _------ _ - TA I I E TH XCAVATED AREA AND LINE THE PERIMETER OF THE CELL WITH -- - `----- '' `\ `� ,'/ •//'//' / 1 l' '' /' _ -- - --- 3. S BLZ E E / . _ SEDIMENT FENCE AS SHOWN ON PLANS. '. ~-\ -....•---"_-I /�, ! `\. i '` ' /',' J//'/ / I , �' //'/ /' ,-, f _✓- "�.__ --_` - ------- . 4. AFTER THE PRINCIPAL EXCAVATION OF THE CELL THE CONTRACTOR SHALL �, ,e;/,,,- _ � �� l l I II , /.• f / I , l I I / / r_ _ BEGIN INSTALLING THE STORM DRAINAGE. THE CONTRACTOR SHALL CONSTRUCT ; '/ /' r. - r= ! ! ! f r-- l I ' 1 , I / / ' ' �- `-__ �''// V/ �:_- / `, f/ /! 1 Il \1 I I j l ! l I I I \ I I I / , // , / / / r•. - - . THE PIPE OUTLET PROTECTION PRIOR TO THE STORM DRAINAGE INSTALLATION. /,/,/, //� ,i - �/ / / \ { 1 !I J , /l / !I 1 l \, 1 1 1 / �, �/ ,� ,� �--,____ _ �`-__, . CONSTRUCTION OF THE STORM DRAINAGE SHALL BEGIN AT THE OUTLET OF EACH / // Ai/-/ /� / j / \ i I r I I 1 I I I I , / ,- . -_ . ////r�/i �. / , / / "I � / I I ! I / I . I I \ I I / / / / / SYSTEM AND CONTINUE TO THE ADJACENT UPSTREAM STRUCTURE. AN ARC INLET ,,/// , ,"- `. ! j , I 1 / I 1 1 1 I I I I I I ,' // / ,' ` , . PROTECTION MEASURE SHALL BE PLACED AT EACH STORM DRAINAGE INLET F.E.S. ��. �, / ' / / I -, I �~-1�\ •\\ \1 r i I I I \ / / _ � \ \ THE UNDERDRAINS FOR THE BIORETENTION CELL SHALL BE INSTALLED AND TIED TO , // / / / . I I I I _� � \\ , I I 1 I \ \ / / , --•-- \ . . � 1* / / / { l I / 1 I _ - \ \ \. - I I I I \ N THE BYPASS STRUCTURE. 1 \ 1 \ \ \ / / / \ .\.\J.....o'-��l-%.N�.,.l\--...,�---".,1\'-'-I-.N -0.. / ram' /•� /' / / .I ` I I '1 I 1 ►! � � ,--\ \ \ \\ 1 , I 1 ! 1 ` \ ! / �\ 5. AFTER THE STORMDRAINAGE SYSTEM IS INSTALLED AND THE ENTIRE DISTURBED / 1 T---T / s, l Cj - \ `1% %\ 1 \ \I \ \ 1 \ \ 1 !' % . . 1 ! f/ � / / / // �,,. ! rr l 1 ` '\ \\ \`\\ \ 1;`\ % \ \ \ \ 1 1 \ \ 1 \ \ \ / '' / \ �''- . AREA IS STABILIZED THE REMAINDER OF THE BIORETENTION CELL SHALL BE / I I / // � p I / , � N\ \ \ \ \, -, . \ \ \ \ \ \ 1 \ . / l acres . INSTALLED ACCORDING TO THE DETAIL PROVIDED. J l I / •:•...•;/ , _.. I / / .-1 `\\ N. `\ \ \ \ \ ` \ 1 1 \ \ \ \ 1 \ i . I / I I Il /' / ..:;..;a;' / / / I / .- \ \ \ \\\,,`\ \1 `\ N`\ \ \ \ \\ \ \ 1 \ \ \ ` \ ./ ! ! ! / /' /: .,,r / / / l r 1 / / / \ / \ \\\\ \ \ �\ 11�\ ♦ \ \ \ \ \ \ \ \ 1 1 1 \ \ \ // • 6. VEGATATION FOR THE BIORETENTION CELL SHALL BE CENTIPEDE GRASS SOD. I I I l - / / / / / /' � I I / / / \ / ,;I t \ \ \I `, \�\\ ' N �, \` \\ \ 1 \\ \ \ \\ \\ \ \ \ \ / 1"" / / / .e / I ! I ! . 1 ") l I .) lam\ \ \ \ \N \ \\ \\ \ \ 1. \ \ \ \ \ / 1 I / / . r' ' I \ \ \ I • i . \ \ 1 \ \ dQIE: DURING THE CONSTRUCTION OF THE BIORETENTION CELL ALL MEASURES /r.. .�" y .''.r---'�/ / / , , /f _\ \ , - . , _ \ \ \ \ \ \ \ \ / . � - \ \ \ \ \ \ \ \ NECEESARY SHALL BE TAKEN TO INSURE THAT NO EXCESSIVE SEDIMENTATION IS -- . r / / 4-t I 1 / - ':'r -' -r -- \ \ \ \ \♦ \\ \ ` \ \ \ \\ \ \ \ \ t . 1 1' / /f // f f ,--w / / / / / \ I I 1 1 � / / `"'/ / .- r-- \\\\ \ \ \ \\\ \\\\\\ \ \ \ \\ \ \ I . I..*�.I....\,.,,-I,.I.-I,.I.-q.I I..-%A--\-I\-..%.....I\.ft II I..\.I.......Iz, L..I\....-4.i%I.\...N-\-I'.I...\.*-L.0..-1.0.%\uI\.\0II.0-/1I-I0 �\1A\0I\N-*/-.N/I.I..-.I\..I.*..I,� I..I...-I 9T 0 I I l..\..A.-.I%...\�.../..I-.I..-\..�.0 I\.OI I-.\I\.\A-....*-I.I%..\ ALLOWED INTO THE CELL. - �� . .- / / -�� I \ \ I I 1 1 / , �,;/ �-1 �__- �.A--- \ \\ ,\\�`\ \\ \\ \ \ \ \ \ \ \. 1 1 %- - ' � / /' ' �' 1' / / , / I ---- 1 1 1 1 / I l -'' - -r- !- -' \ \\ \ \\ \ \ \ \\ `\ \\ \ I 1 I 1 I • /, -, / , ,'// .,` - / / ' / I 1 1 ." I I 1\ . . -- / / / - . CALL BEFORE YOU DIG! ,f --'r- / ,/ ter: �,. , �_ '/1 11) \ I\ \ __'' -- /' .� ,' ' =- _-�----� , ,' / . -- ; _��.� _.- I 1 \ 1 \, » _ ' DWQ CROSSING NORTH CAROLINA LAW REQUIRES NOTIFICATION OF - r / _._,. ._....- -- r ' I I \ \ SCALE. 50 THE UNDERGROUND FACILITY OWNER NOT LESS ' ' ' ' ' ~-- -' ' ' I 0 5 r0 -` 1 \ . /� / // """� _---..- - rr .� I r a �I.- \` \\ \1 FOR . / / \ t' .-' Y f \ \ O . THAN TWO (2) BUT NO MORE THAN TEN (10) V • i R T X AVATION OR ' ` / / \ r--- - / ► � \ \ \ \ \ - WORKING DAYS PR 0 0 E C ' ' `''� \ \ ~� �' \` \\• MOLITION ! / . I \ \ \ acres . orth Carolina One-Call / ! r { ; \ / / ' I 1 N \ � / / / / ._ �. .. s WILDERS TOWNSHIP = JOHNSTON COUNTY, N.C. . / � / ! \ \ \ \\ \\ I\////// '� \/ \ ''.�`` \- �.. -.I . Center, Inc. �, \ t \ , 1 , ` N .- \ _ www.ncocc.org ' / �\. `\ \ I I \ �, _, JJ5-� \ Q . . �' i I t \ �\ -- Job: 07044 Date: 9/28/2007 Revision- •.- \ \ 1-800-632-4949 _ - . . /! -\ .\ \ `\ I I _. l _�..� __ -•_. \ _ 1 \ \ , I . \,..- ...-.- --- --------- --- -- - . ��- . ----- - - - - .. . -- - - -- - ��- acres . - - File. CONTROL Drawn• SED Shoot: 3 of 3 '