The URL can be used to link to this page

Home My WebLink About20181314 Ver 1_Stormwater Info_20190123W:\Projects\2018\18023 - Boone Storage\500 CADD\560 dwg\BSU18023C0V-101.dwg, 1/17/2019 2:20:42 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION x N x o O D O T� Z D O M M D � C m ;u Z -� (� D cn D ::E ---I Qc D m m Z 0 x r -x (A x r C n C = � n — z c m � n m c� m = z z C) D m \ r m X n x D x y m D r r O co m r� r a o rn 0 m y o y Z cocn::E W om=MC40 0m O N C Q= - 0 0 r- 0 IID < �z00) r `, rTl Nm D m O 0 m Z 0 0 C7 .. -<xvi � Z Z y Z= X00" N2 G) n C (n I N Z (W m Z �+ m Nn< ��n��G7 00=rte —�N mZ � O�Z rU�i0 MM I oC �(AU4 LnZ � coT, � N x N D� M0 0m D M O D ---I rn Z D (n 0 M O C Z o � G) D I'Tl N D D Z Z G7 (m) 00 c MK 0z Z rn Z 0 m C G7 m aZ z D 0 1 0 m z z z I C) 0 O m 90 Z 0 C. cn OU) = Z%A O wwwwr-00000000<0 V) W W -q 0 2 4 0n 4 a 4 n n n n Z Z Z Z Z Z Z Z Z m< m m °i OOOOOOOOOOOOOOO ��' N� LN tsi N -L -L -L -L -L � � W r o m , (D (D � o g , I I I I I I I I I I I I I I ICLit z eoYd Miller Rd n c')c')c' 0oww—i I �• n 4 U) 0 0 I n Z Z 0 Ln Z'n xx nnnnDzzc�Oc�c�r�—c� DDDD� OZ Lm m: ; 37 O OW� D D r� O 0 ;W a� r� 0000-AM00(/)�OI'Tl r M Z Z Z Z O Z Z� C 0 0 r Z0 t 3 (n (/) (n (n ;u ;u (n 0 Z — f 0 D - O O D 0 r N T Z00ZZ�D co Qa r m (n O >0'a m C) Fn 0 DD�Q� C-)� tea', �z O ■ rr0(nM-0 m �@ �ra�d � m %■ � 0� r z0 2 n OZOD z Z Z n@ rTOP coo- `mac O O QZD 0 D ■ � O O r 0 r� r-> D Z ��Pcrip� pines � R C7 CL m � a Fri m z toc rm O � n m C � r -�Dmc3rm� =oxpox�m o��nz�in m D R M M E D 0= 0 C7 Z D C Q C p N C m < W Dmm�cn�m Z � pi p�rNrrO pgrCn'MID�Opr�-��C C m � m D zmNmm�c D D �_ O m C O p Z N r m O z m � O 0mED TT O� r m= D Ci N `Uuiii zpmnm�;u om�zmDm vzi 0'% D �`��x�� /1/0; CC?) m Z z = N v C) cn: NOZn>n� m �; DpOpDy l 'F` O: �� 70 %� C�4 c�; D Z Z Z O •° •: z p p TI O D\ N °° `\ ,, r 1> rn m N 00 W:\Projects\2018\1 8023 - Boone Storage\500 CADM560 dwg\BSU18023VFE_101.dwg,1/17/2019 2:32:36 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER /ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION �o V ti 1n/ \ a. cn / o� �Q / / N 13• / / \ � 0. Q� O C> Cn — o CD o•��' o Zcm two%9�� o•• NW Wn LQ C r-'j CJ.IO O CJ wo E3 o� oma/ 0 E3 z < m c � m CHAD HOLLISTER �N Idw, �o V ti 1n/ \ a. cn / o� �Q / / N 13• / / \ � 0. Q� O Cn — o CD o•��' Zcm two%9�� o•• NW Wn LQ C r-'j CJ.IO O CJ F-- E3 E3 z < m c � m CHAD HOLLISTER I o �c m N �28'1nE I 0NEW PF / / I 0 1 I o N- / / / ��, ,/ o I I I �� 00-p:, 0m /CD �o o / / F� , cn IT o U) r way Zit —118 1 'h � CMP 1 �I iBook° rig \ \ 1 Book � f P/N e o ds 424 /pQ/ g j 6 .16 p'�44p9pp — 138 — o ee� / o as / I 7� ------- okPlydsVe Z'�aMldo�/ l l �� — — rb 2931, /18, P Q . — — — 01869 °gip 0 Z _ Nn T1 oc _ ' �' o CD o (::3, --- IL c—" 7-1 ) • tj — I m� [akv a�ovoxr Vl V V/ V " v, « C �7 D O C Q m D m O m 3 3 D n m N m D 0 0 (n Z Nw T n D U)z 0Fri ITl Z fTl -CJ G7 �l 3 n' GJ Zl C7 Z Cf)' % a O m D D NZ (A y /� Wm Boyd Mi -I& ad O n c - 0 N O m 2 _ m 0 ED C)a� N ci()I� m n c/)O O ONcylS m 0 Q� r O z J st 00 TI ON> `J T r D 00 m 0 T 00 o z=� c') � C7 m C C D w� = -Ti Cf) I j 0 N �7 �7 m �< z O 0 O 0 L �I Z7 Z s - N Z 0 0 G7 D z m D > x - zm x z _ �n 1 U C X � D _ Z F- 1 `�Qa a,xi,c,cek, Z O L FIT � m4 O ` z 0 c N ' cn z 0 a F- > < 140 w CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 FOR AGENCY REVIEW ,1111111111,1" /v 0 Cn .07) fTl N • n o•��' � � two%9�� o•• m � ,11 X1111111 ``` m � z < m c � m CHAD HOLLISTER m rn 0NEW RIVER TOWNSHIP, WATAUGA CO., N.C. 0 0 0 W w EXISTING CONDITIONS OWNER 0 _ A cn °° BOONE STORAGE 0 A DRAWING TITLE PROJECT TITLE CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 FOR AGENCY REVIEW ,1111111111,1" /v 0 Cn .07) fTl N • n o•��' � � two%9�� o•• ... ,,. ,11 X1111111 ``` W:\Projects\2018\18023- Boone Storage\500 CADD\560 dwg\BSU18023CSN_101.dwg,1/17/2019 2:22:37 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION i II N_1TO4'9" E 86.61' tie lire s Si O v n n A A \ mooz — — — I FIT C Cs ° I D o C� O c j \ m ° zl Cp LQ \ X / 24.00' 10.10' _ Cs o Oo x C X 1 n 45„ CMP W VVI IG9 LVGIIIIU W. luvl Book of Records 424 Page 138 PIN 2U1-01-8447-000 VVIIuy LVUIIIIU IVI, IUUI Book of Records 1718, Page 710 PIN 2931-01-8691-000 p 00 �I O p � W N O z>00 ::E nWC(n-0 Cnz00>> DZC7nDZC7pmZ7::Egm n r C m m= C z= O r p m Z O O r W O� R mm�cnDr00zD�mmmp�z(= Lj)0cn;:ocf) oH*��omDo�r��o��mo��o��z0�oo��o�*o =Cn<0C��DOmcnOz>00�r_C�DOzz�-OZ Dz �Drr, Dr-mC/) V �r�7�Dz0Dp�7D �zZD Dm O D n m p m C = 0 O m D O 0 m 0== r m D D -H CDm �0 DcnCzzzm D mmmm cn WD�OD��W��nz (nm=O �p o0 r �OLn��OD C 0 C-)zCnmm�0 0 Cn Ln -gyp=O� �m C �z!� Jrzzr 0z�mCCD::E 00r� zCmzCz� mz o0o m� n m0 mOD=00D29= m C' z--9 �� D O DD=mm mOm�C)cf)C/)m D =cnp�D� mD p <mCZD2pC mo Com- r m m CSD m� (n�7pT Z m�zO�;;J aozzn-Dz �m � CmmD>zmm z� I p�WnrOo m �0m�cn z -H � D= -i 0�7D z=nmmm00omor� � 0F9 0 Ocn 0O m -Tlr-OD��m pzmr �Wz��z Z DpZpz�m om 0 c/)F cuW pm O cnZXn��Zm mn> �m Dc� r��l<-0 �N�D�mcCi)�� m p== =DZ -1O m -4 -1 FTI n0 m �- _ 00 DAG-) �� O >Z: �m0 m O �Dz� mK:D. ppmZD ZC�r mmp�fiz D Z�NZ rmpp0 Z�m OzrcZ) zCmn D mm CJZD co cozb0C� D�_CDO D_ mmO 000 m 0 0m m` pm=l�pnmm m 0 0>C) OmO� /��m 0 �0n -HzzSD —mmO zK: J =zzm�' DO0 Om 0') rC 0ZG� C 0= -< Z m nr ;:um� � K K�D =Zm �fl D O z�C5Z ZIMOK 0 O m0-9 ODD z m-mG�zOm D� nm �m m �u0C/)> Z p ' Cl) = Ln r Ui m - = G-) r m FIT � m D = r G7 CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 2 m m cfl0oJmCil -P' WN O ' —�mao� �cnm O �im=co ��CO Oma z m1= mm�2D D n m O moomao U�u r pj�� DNXC7CODC<(n Z �r0 Z N D .. z�4 �r�;lrp=00 cn 00�� D z O C m � z- z- m �D^m rZ—cnpmcn� m=0m W �7 z �:o z m 0 0> 0 0 M m n z Z 0 r JCDmz�N,m�— m Oc5�W ODUl�7.. JVD=OC.,4 FIT p�mWCA np�D GDjz II 00 O=— mO DNOm 0m> CA O0omI C� z OnK=AOOO >noN Com-- =pm; = p omo ��^ m� II �v ccn OG-)m cn^,00D (D 00= O ^ N� n O �W 2� O DLnNNm O zmp �0>Ccn C r m Cf) O cn.� 0 p FIT FOR AGENCY REVIEW Z m - m s o z K C m CHAD HOLLISTER Cn o m m 0NEW RIVER TOWNSHIP, WATAUGA CO., N.C. z W o CIVIL SITE PLAN OWNER o CD o 0 BOONE STORAGE DRAWING TITLE PROJECT TITLE VVIIuy LVUIIIIU IVI, IUUI Book of Records 1718, Page 710 PIN 2931-01-8691-000 p 00 �I O p � W N O z>00 ::E nWC(n-0 Cnz00>> DZC7nDZC7pmZ7::Egm n r C m m= C z= O r p m Z O O r W O� R mm�cnDr00zD�mmmp�z(= Lj)0cn;:ocf) oH*��omDo�r��o��mo��o��z0�oo��o�*o =Cn<0C��DOmcnOz>00�r_C�DOzz�-OZ Dz �Drr, Dr-mC/) V �r�7�Dz0Dp�7D �zZD Dm O D n m p m C = 0 O m D O 0 m 0== r m D D -H CDm �0 DcnCzzzm D mmmm cn WD�OD��W��nz (nm=O �p o0 r �OLn��OD C 0 C-)zCnmm�0 0 Cn Ln -gyp=O� �m C �z!� Jrzzr 0z�mCCD::E 00r� zCmzCz� mz o0o m� n m0 mOD=00D29= m C' z--9 �� D O DD=mm mOm�C)cf)C/)m D =cnp�D� mD p <mCZD2pC mo Com- r m m CSD m� (n�7pT Z m�zO�;;J aozzn-Dz �m � CmmD>zmm z� I p�WnrOo m �0m�cn z -H � D= -i 0�7D z=nmmm00omor� � 0F9 0 Ocn 0O m -Tlr-OD��m pzmr �Wz��z Z DpZpz�m om 0 c/)F cuW pm O cnZXn��Zm mn> �m Dc� r��l<-0 �N�D�mcCi)�� m p== =DZ -1O m -4 -1 FTI n0 m �- _ 00 DAG-) �� O >Z: �m0 m O �Dz� mK:D. ppmZD ZC�r mmp�fiz D Z�NZ rmpp0 Z�m OzrcZ) zCmn D mm CJZD co cozb0C� D�_CDO D_ mmO 000 m 0 0m m` pm=l�pnmm m 0 0>C) OmO� /��m 0 �0n -HzzSD —mmO zK: J =zzm�' DO0 Om 0') rC 0ZG� C 0= -< Z m nr ;:um� � K K�D =Zm �fl D O z�C5Z ZIMOK 0 O m0-9 ODD z m-mG�zOm D� nm �m m �u0C/)> Z p ' Cl) = Ln r Ui m - = G-) r m FIT � m D = r G7 CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 2 m m cfl0oJmCil -P' WN O ' —�mao� �cnm O �im=co ��CO Oma z m1= mm�2D D n m O moomao U�u r pj�� DNXC7CODC<(n Z �r0 Z N D .. z�4 �r�;lrp=00 cn 00�� D z O C m � z- z- m �D^m rZ—cnpmcn� m=0m W �7 z �:o z m 0 0> 0 0 M m n z Z 0 r JCDmz�N,m�— m Oc5�W ODUl�7.. JVD=OC.,4 FIT p�mWCA np�D GDjz II 00 O=— mO DNOm 0m> CA O0omI C� z OnK=AOOO >noN Com-- =pm; = p omo ��^ m� II �v ccn OG-)m cn^,00D (D 00= O ^ N� n O �W 2� O DLnNNm O zmp �0>Ccn C r m Cf) O cn.� 0 p FIT FOR AGENCY REVIEW W:\Projects\2018\18023 -Boone Storage\500 CADM560 dwg\BSU18023CSN-101.dwg, 1/17/2019 2:23:26 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER /ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION a Z0) �y apo o� 00 0 N as O L' C I m o0 m ' 711 !Il ill ,II II '11 'Il ll Il ,ll ;11 I II i> I—� l o m Iv I'�I-1Ir cn X D o IIII 6.25' m C7 FT]-I�I�I y i=III—III—III—III—III Q 0 I 1=111 z �1 < m 1111111 C� N) m — cj�0 j 0 o 11"11111111 1-1111 �,1�1 �11�11 1 ° ( W 00 I'T7 D 0.25' 2.0' m D o m n m< W D D o o r r m con z Z 0 o ^ N_ V J I (n Z O Z w \ N cyl 0 0 m m ;U- Z7 X 41 CJ Dm� Z mO c, 0 ® o f D r�G�0 z O CO G N ® N N N �//�� M N .Zl z - coV/ Z G 00 p D CD D 71 o 0 o n m Z m r- 0 0Ul r O O O CO cn m FTI C z �_ =no \ rrii m m O 7 o� CA ® CA � cn Ori z D o ® O W m m o p X cn x w � Z D Z S! C,.i N m 0 � m CC) C/) o� ® � O V = 0 S rm D m rz F_ D p ZOp C W p W �m D (n I - FTI n0 D 00 = _ 7z M n c O z P O 9 t g� 70 2G D m N o n � m � N ® 0� fT1 D X D J > 70 O l zm z cn c z D D r = r r u)r N = m D m m D m M � D z 70 =1 O m Fri A r m D m = W D r Z7 1 z o mm p0 z z o m O Nrr 0 G) N O < m C D m < O z m m0 p A O z m W Z m Z7 D n m G) O W ] D G7 z G ?` Z O O v z G7 m 0 Z ,^ ==Z D� OCA D m ° 10 n Om A m Z o 0 V / Z C 70 Z0 OAU) 0 G) 0 A O mmD Dm Ulm- A m nD �� Z - U)= OZ D�z z =Dm mD Z 0 N z D D Z D N >z O D O m Z Z ro0 cn o m r-= Fu> A- S O = T/V OT�100> m2mL)m O m-0DZ m Cm UU �/;V ?Dn00 O D � m D �m� ov N� x N z X ^ ^ x T D N Z DD zO 1 = (J1 D pro T p) *OO jz D* O N x /\ � N Ul Z .Z7 < m� m= OAC 00 C 0 = O = Z D z D m 2 fTl (n 0 z c F m z p Do m z 0 or D Z O N N N Wo o A r0 C r C m = r7 W Z r A r i i C7 > > D o in III -< a cn n m Z o (n Z mo = D — __ _ z m m C) C 1 7'-0" TO BOTTOM OF n � 0 y,, cn cn D 0 n (A D Wo i-1 111 I II I II (� LOWEST REQUIRED SIGN 9" 18" 9" D -u fn m m /2� { co D m Z D Z —III—III—I sTQ,tii �� 2' s m T, n r D -III—III—III o ASF p 0 m m m III—III—III—I D m D Z" 1=1 I I—III—I 11=1 T m C/) CK) C _ - Z ? c/) - - 41 N IIIIIIIII7D D� W 9 Ln Z ® :c7 m IIIIIIIII �D� �� mz (n > zo = 0 0, 0 o D z= D .III=1 I I 9a° _ < N cZ-, I—III c� � m D Z -III—I I III—III—I 0 m oZ cn 1-111 11—III—III I z 0 cou) C/)-0 r C) 0 —I N III—II III—III—I C) D D D D o III—III N —I I I I I —I I MI I m D D D m in _ II I-1 1 I I M 1 I-1 ! r o 0 0 m m -I I I I I I I I I o 8 Fr, Z -III I I —I 11=1 I I o D cn 18'-0" n Z Z '—I I III—III—I i r z z zr — 0 °080 I I —1 11-1 I I ! z z 0 C< --- N W 1111"„Il l li l 11 o Z N Z j N Z Ifs ;2'-0" Z - cn o 0 z n C/) 0 FOR AGENCY REVIEW C LAYTO N ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 m m i m C) o K n z m c W 3J CHAD HOLLISTER C�j) Tm m G rn o 1 NEW RIVER TOWNSHIP, WATAUGA CO., N.C. z o w W SITE DETAILS r OWNER ocn cn c BOONE STORAGE DRAWING TITLE PROJECT TITLE C LAYTO N ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 W:\Projects\2018\18023- Boone Storage\500 CADD\560 dwg\BSU18023CGN_101.dwg, 1/17/20192:18:57 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION Cn D r m N O 45„ 0 E'171 C)z 13 815 / � I z / I x 1 N I I o Cn v I J w Z \ �� Z x Lvv IN S 19°04'29" W� / x d � 0 I x \ v 0 p Cb :-j rn N Z 0 v)z^m�u�pCn-q /)m00000DrFzm-irmKTIC0n0U)^� W-H-H:>DD � mr��mmpz=r0—�.00mmm�Or=Oxc�zmC�CLnm�= rcnr m�Dom0c��D�z��m��m�Dm> KmK 5�z�z�Cm=r�r V) Dcn—p��7D=z�p�zrt0-4m nim �zm>=mOC�m�m m n =mzmr-n OzpC��zXCao�000�Cz)<��m�p�Cm0M Jm 0mpmOO�m�n�m�D0�cn�DOmnDOCDzcn�zWD><CDnC°CDn _ M' 00)0-0�Opcn�D O m ==DnmOOWzzpO�Opm C—/) _W1 CD«<n��z ��OrmDz�D C/) r- >— C/)mp Opzp pm�m (nm =p �mzmDrp�r-=pmmp �f=T1DOCACz5p� (./) D m �n —zOc� z <cn�c�r m�bC/) r�Om�DnD 2 r W� zO=2Dzp Ox zM. ��O=�=m�C �mzp�z�,>C)l> M m �Z �0�>;;u -<n-ppKDD--pmm ONOW<��rCim-m fTl my �Dz�n-4o C/) -4 n mOr— D -<cn C/) -< \n co m0 O�DD�C> �=mD(-)�O D(n DDD==DO zm m O mW�m ODpmrr1 pDmOz� 0 r—. rOmzz -MC 0 �D Oz�m —ooC zcr- 0-rl;:a xp� m Nc C-) -1 00D �=��rz(n >-Im=mzm� �D�c� Dm z=�O(—)— m = cn m� 0c �m� p DD ��r n m zCnxD r� C -1 Cn r -r zp�-00�m 0� _ mdimp m0� O m �zC�_Cf) ��) mmmDCz �-0mm zmzQopCmn z� ��M0Cn0Cn U �o p000 -T1 Dmn� zOz—��D 0� m >> Cf) > _ �' C C— m m m r r- 0 zp �p�Z�mC� m0O� r0=�Z >0 OCA n2m>Cr r r- (n> mmM-1D� mDG7 Dpp-- =* =m C� D CD m 0 -71 C')cnCOnW ��nCn <zm-i— Gip �>�u C7 m �� mDp� Oz� X00 oz<D mm� Dz DpD��czi) = m m m m = o V) C p p� 0 O> m U) n z p 0 m� D D Oz�o n m c �m z-<0= n-vm)z�cnr- m 0 Om (--0 0 —�� zm� �D DO z—gym m Op�cn0 Wm �0cmi)� C�O�DCD p� mz�0�p D Om >CTI nn zTlm� �MQ �D �C�nC/)mjz r �C mnm tf)�m -i C/) z�o�O�mW Dn DOF-�D m Cnz m�< moo0 OzCcn G- mm�=-z zm �n�mOn 0 0� —10 O m mzC =DrC/) D- OOr 0_ �� 0� m mK pry rm� m _ ��DO � =O CnD m 0 p<� D O� <m0M �= m(zll C7 mD0 �� m m zp Om m Cn Opm Om z O I�'z O o m rc�� N 113 2814E � I I I I 1= < / —�— I X N X X co 01rm O C) U1 O O 01 0 Om m m I \ �\ 00 1 I / I \ L I I / \ I • P- cyl 00 .000 NJ co I \ m X/ \ I o 0 1 z �/ \� 0 I o / / Cn �0 0 C� I \ m�I / / 1 m0 / �I C =1 / W /I 0 CD � I �4 N \ N I C) 0 916'4 \ z I I CDn X 1CnCn Z DI \ I z \ v z r z -j o m CS :11N z 0 I I I I CTI / `500 ---- -, -Z ' 5�- r_ I c� w I rl9 ° W y z S I T26'00" W 260.16 I g � Cn 1 a e 317 z .0 —\ I 0 (Books Records 11 g )/ c o c� C_C) \ en • / o C \ • in Ines Road -C-D- Whl �r I Robe, Idol ar�d Robert . Idol and ' Evelu �.--J-dolwife Evej.'ina M. do In Book -o�ecords 424 Page 138 Bookof -cords 1718, Page 710 him on�J—AQ447—ON � � PIN 2931 01 8691 OOd 2 o NPp83 41 m Czo00 I-- C) - < C C D mxCn-� �\ �m�OD �r-Uz� I o z W 0 n I \ I U < JAMES L. BINGHAM C7 e� 0 m �NEW RIVER TOWNSHIP, WATAUGA CO., N.C. z z W V o GRADING & DRAINAGE PLAN OWNER N I 1904' 9" F. O C (Aie in I I \ BOONE STORAGE \ I I I I I I I I I I 45„ 0 E'171 C)z 13 815 / � I z / I x 1 N I I o Cn v I J w Z \ �� Z x Lvv IN S 19°04'29" W� / x d � 0 I x \ v 0 p Cb :-j rn N Z 0 v)z^m�u�pCn-q /)m00000DrFzm-irmKTIC0n0U)^� W-H-H:>DD � mr��mmpz=r0—�.00mmm�Or=Oxc�zmC�CLnm�= rcnr m�Dom0c��D�z��m��m�Dm> KmK 5�z�z�Cm=r�r V) Dcn—p��7D=z�p�zrt0-4m nim �zm>=mOC�m�m m n =mzmr-n OzpC��zXCao�000�Cz)<��m�p�Cm0M Jm 0mpmOO�m�n�m�D0�cn�DOmnDOCDzcn�zWD><CDnC°CDn _ M' 00)0-0�Opcn�D O m ==DnmOOWzzpO�Opm C—/) _W1 CD«<n��z ��OrmDz�D C/) r- >— C/)mp Opzp pm�m (nm =p �mzmDrp�r-=pmmp �f=T1DOCACz5p� (./) D m �n —zOc� z <cn�c�r m�bC/) r�Om�DnD 2 r W� zO=2Dzp Ox zM. ��O=�=m�C �mzp�z�,>C)l> M m �Z �0�>;;u -<n-ppKDD--pmm ONOW<��rCim-m fTl my �Dz�n-4o C/) -4 n mOr— D -<cn C/) -< \n co m0 O�DD�C> �=mD(-)�O D(n DDD==DO zm m O mW�m ODpmrr1 pDmOz� 0 r—. rOmzz -MC 0 �D Oz�m —ooC zcr- 0-rl;:a xp� m Nc C-) -1 00D �=��rz(n >-Im=mzm� �D�c� Dm z=�O(—)— m = cn m� 0c �m� p DD ��r n m zCnxD r� C -1 Cn r -r zp�-00�m 0� _ mdimp m0� O m �zC�_Cf) ��) mmmDCz �-0mm zmzQopCmn z� ��M0Cn0Cn U �o p000 -T1 Dmn� zOz—��D 0� m >> Cf) > _ �' C C— m m m r r- 0 zp �p�Z�mC� m0O� r0=�Z >0 OCA n2m>Cr r r- (n> mmM-1D� mDG7 Dpp-- =* =m C� D CD m 0 -71 C')cnCOnW ��nCn <zm-i— Gip �>�u C7 m �� mDp� Oz� X00 oz<D mm� Dz DpD��czi) = m m m m = o V) C p p� 0 O> m U) n z p 0 m� D D Oz�o n m c �m z-<0= n-vm)z�cnr- m 0 Om (--0 0 —�� zm� �D DO z—gym m Op�cn0 Wm �0cmi)� C�O�DCD p� mz�0�p D Om >CTI nn zTlm� �MQ �D �C�nC/)mjz r �C mnm tf)�m -i C/) z�o�O�mW Dn DOF-�D m Cnz m�< moo0 OzCcn G- mm�=-z zm �n�mOn 0 0� —10 O m mzC =DrC/) D- OOr 0_ �� 0� m mK pry rm� m _ ��DO � =O CnD m 0 p<� D O� <m0M �= m(zll C7 mD0 �� m m zp Om m Cn Opm Om z O I�'z O o m rc�� N 113 2814E � I I I I 1= < / —�— I X N X X co 01rm O C) U1 O O 01 0 Om m m I \ �\ 00 1 I / I \ L I I / \ I • P- cyl 00 .000 NJ co I \ m X/ \ I o 0 1 z �/ \� 0 I o / / Cn �0 0 C� I \ m�I / / 1 m0 / �I C =1 / W /I 0 CD � I �4 N \ N I C) 0 916'4 \ z I I CDn X 1CnCn Z DI \ I z \ v z r z -j o m CS :11N z 0 I I I I CTI / `500 ---- -, -Z ' 5�- r_ I c� w I rl9 ° W y z S I T26'00" W 260.16 I g � Cn 1 a e 317 z .0 —\ I 0 (Books Records 11 g )/ c o c� C_C) \ en • / o C \ • in Ines Road -C-D- Whl �r I Robe, Idol ar�d Robert . Idol and ' Evelu �.--J-dolwife Evej.'ina M. do In Book -o�ecords 424 Page 138 Bookof -cords 1718, Page 710 him on�J—AQ447—ON � � PIN 2931 01 8691 OOd 2 o NPp83 41 m Czo00 I-- C) - < C C D mxCn-� O �m�OD �r-Uz� o z W 0 n 0 z \ I U < JAMES L. BINGHAM C7 ;a0v 0 m �NEW RIVER TOWNSHIP, WATAUGA CO., N.C. z z W N o GRADING & DRAINAGE PLAN OWNER o T O C w BOONE STORAGE 0 DRAWING TITLE PROJECT TITLE FA C 0 w 0 CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 FOR AGENCY REVIEW > (n: C C)o Czo00 I-- C) - < C C D mxCn-� / �m�OD �r-Uz� �m�� I � c Om0 \ I U < ;a0v CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 FOR AGENCY REVIEW > (n: C C)o W:\Projects\2018\1 8023 - Boone Storage1500 CADD1560 dwg1BSU18023CGN_101.dwg, 1/17/2019 2:19:46 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER /ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION x z — o z o rn O � oo cn D � � N N =' m m 0 1 GRADING & STORMWATER C7 NEW RIVER TOWNSHIP, WATAUGA CO., N.C. cn o O cn c� c� ro m m OWNER I I I I I� o J J (sl C nl C,T O O z BOONE STORAGE m cin � C° O O N � J O ci O O O O = D U1 iv I \ co rn D N c� O N CiJ z c,� c,., o rn rn C7 CO J J � � N rri N O CO Cn O Tl z r1 6 r1i CD m 00m Mc o cn �z cmn y-P�-(D oz !b81cn m n v c� z � A m r r*m K: (Z) CD z cf)-0 z N m D � r D c7 m O r x Z U z z DDriv �� O = cCC)i oOm� cc)W mz C7 - DNz�cnn z o o- o = m o o m N 70 o (D OmO zrj � CO D z M70 D A �Am m D O CD C7 0 M D (n - z ry C� Zm(nO D I I 00� < �;um O;;u Z — Kmo z � ocn �K cn = DZ m CC m0 - — -T] Z -1 m m m O C D D FI � = ZD - o r�T1OD z = ZD ci0 z -dm 71 m (�� m -D O — z O ��C � m �O z = II D -u -T1 D D� - D _ Dr -D m mm Cf) m 0 r- fTl � 70M C)n m M zDm mDD D m 0 OZ � _ ozK: r v, m D m�0 > 0 -T, o D� � o O _ 7) C7 o rn C/) z Fri O - (J) _ =D Z m Dm m mC/)O -i --Icn m cn — Z7 C7 o m 70 cn —_ �;J - D 70 m m cn z OZ z O Zu Z _ D D p Z C Or �70 r �r !� r r� z z m D � -u C/)D V) r C D D r— D z m z :. 0 '- C7 _ F- D O z Ti m 0 D C D C cm F- 0 G� _ m m � o m D 1 z r� m _ � z 0 c� p <j O FTI C7 m m �5-\ Fr1 0O Z CD 0 m r— Fri c/) m D O D D D D Z r + ~ r F- r F- F- r 1L - z o � D Z D o o o' m � =o n ccf) n C/) O z z =Om 0 1 0 D I (a D m O 0 Jct 7 m =x co = N / T \ F- ITI ��O n v / \ �� m 41 n VI D � DOZ N � cf)> O — �_ o ( D _ 70 0 cn Dr r n Iz r O z 1 � DQD C7tilt CA C'4o Z N 0 O � � G7 Z m U1 0 FOR AGENCY REVIEW x o rn O � oo cn D � � N N =' m m 0 1 GRADING & STORMWATER C7 NEW RIVER TOWNSHIP, WATAUGA CO., N.C. cn o O cn c� c� ro DETAILScn m OWNER I I I I I� o J J (sl C nl C,T O O z BOONE STORAGE m cin � C° O O N � J O ci O O O O = U1 iv I \ co rn D N c� N CiJ c,� c,., o rn rn C7 CO J J � � N N O CO Cn O Tl x o m { z W m z c CHAD HOLLISTER =' m m 0 1 GRADING & STORMWATER C7 NEW RIVER TOWNSHIP, WATAUGA CO., N.C. cn o O cn W N 1 ro DETAILScn m OWNER BOONE STORAGE DRAWING TITLE PROJECT TITLE C LAYTO N ENGINEERING &DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 ,,,, ,`��IIIIIIII/I" m Ln t,,,,I .,.. y: ?� V D = o • • •• %* W:\Projects\2018\18023- Boone Storage\500 CADD\560 dwg\BSU18023CCN_101.dwg, 1/17/20192:12:06 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION W N 000 Dmx0Wm_i �OmoaZm 0cn nm�� __Icf)cK< mmD �cnm mcm0 NLID 0D C�mcf) m �;77\- -0-000--- Z Z Z m � ZN=DCADO ��- O W�0 0mmrTtmr-U) C=� I M m� m mmWcnp�m r W m M z D � mD-0� �O_ �zz <m70m N �M> r >WO C Z m mN �m<.. nC)� 0- �0 OZ� � �=Z 0Dc./) cn m om mM! D ZO opo 0� m Dry m �D om0 _< D (z � -- cf) � 0,)� Cf) 0=m m N Z .mD. 0 —pm D m<C C pzmc7mp =D -j mmo mmmZm mm r �m;;u m�0 ODm Oc'•, cn��--rn mF_D;7 ZJ N 0 m E Z N�� co 00- CTI M OD ID -E m �0> 0mz n Z U) Cf) DD -0 Z0 " 000cnOr- OOO�Cx D OZ 0 z W zD0 �_ m D 0 r m m Dp W Z � = O D m � � Z Z ;;0 0v H 0 m > A D D n=Oz2mm m O z W cnm M M,� C 0 0 DM--A<CnF_ Zm OC p O = z D m 0 0 D 0 < . Zm—I � m N O .c F- O C7 C7 r C o m 0 0 0 O ^ = D Z < r r 0 \ o C- o CD CD co 0 �C cj o CSD I cr' Q o _W Ln _ o' civ coo I_T1 N cD CD 0 \ Z \ vcoaocCDQ Q =F ��v \ �N1 F F F�� 9387 / / /"� c� 6.6 \ S7-0 •281„ 1 / 00�0429»w 108.8, / / // 0 J / / ` T I I O < C) / .� I / o N F \ / l I �' w � z � / � I I I cr a � — I I I C) El o i ti� . F� F F < x x zQD CID x x c) J� �I l htof�� way Z cD o \\ �W \ cn cbI _ 4\ ,8„CMP 00k 0 111 eo0ros Nbw�� ago 37) — / 800kf ol/4*00 w/Z6 PIN ds 4�4 /d�/ g ; 016' 3j`�l R -�--- /Oaa/ / ob — ------_ eo�k�a'8l6d91o�a�N Ido 0l 29j1_01 p, / / 0 O O I O O o I e I Z it m a C,4 O ►— NAD."tJ m m OmmD U)<00 000 Dmx0Wm_i �OmoaZm z.Zm70-u m�mm mo>> CmEp Em z o SDC mmD �cnm mcm0 NLID 0D C�mcf) Z C70 OEDm" C z�Wp��Z) "0mE m<mEO 00> ZN=DCADO ZN00 WOzOm W�0 0mmrTtmr-U) C=� I CJ z W -j � r W m m _0 I m m = N m0Cm00r=T�I m m C Z m N m n z m mc)z 0- zG)< x x m E (-) K M m 0� 0 r- 0 ZO opo mZm m� Km0�Cp0 �D om0 cn -ri mz m m E _ 0 2mNCZn=O 0 D� N Z p Z m 0 0 0 r-0 C pzmc7mp =D -j mmo mmmZm mm Z�D0Z N0�(n DDS m�0 ODm D0 �0Zm7zmpl�ITTtt m D N 0 m E Z N�� co 00- OC7m Z>0 m D 0 ID -E m m TTII Z n Z U) TI < m m m �) U) m zCD z 0 z W zD0 �_ 2Z OZCZn�DZ 42Mp2p Dp (��mmm0 m < o m m > > Z Z ;;0 0v H m mm n=Oz2mm m O z �m 0 m m C 0 0 OC Z07 0 0 . � .c F- O C7 C7 r Z o m 0 0 0 0 Q C7 O 0 O 0 G7 � O C C C C = O Z Z) 0 Z7 Z c/) 07 D C7 m a C,4 O ►— NAD."tJ m m OmmD U)<00 000 Dmx0Wm_i �OmoaZm z.Zm70-u m�mm mo>> CmEp Em z o SDC mmD �cnm mcm0 NLID 0D C�mcf) Z C70 OEDm" C z�Wp��Z) "0mE m<mEO 00> ZN=DCADO ZN00 WOzOm W�0 0mmrTtmr-U) C=� O WD0m <0 c)0� � Z-- mW 0D mO U)m= zcn mm� �m m� mm� mmpmCmm Z-0mm-j�� MTlm 22 g0 OIIjr cAWm N m0Cm00r=T�I 0 � m m V) C Z m N m n z m mc)z 0- zG)< > __j 70fmT)ZIu D 0 �n SDS (-) K M m 0� 0 r- 0 ZO opo mZm m� Km0�Cp0 �D om0 7JmZO=.mO o�p -ri mz m O D m E _ 0 2mNCZn=O 0 D� N Z p Z m Z 4- m m z m �2C r-0 OC pzmc7mp =D -j mmo mmmZm mm Z�D0Z N0�(n DDS m�0 ODm D0 �0Zm7zmpl�ITTtt m D N 0 m E Z N�� co 00- OC7m Z>0 m D 0 ID -E m m TTII Z n Z U) TI < m m m �) U) m Fri r -m_00zm� mm" mm mmF rpcmn ENO m2mO zD0 0Dz 2Z OZCZn�DZ 42Mp2p Dp (��mmm0 Z D < o m Z m O n O Z G)p n mWr N_<Cn 0v ;a mm= mm n=Oz2mm m z O z �m 0 m m U) _u �Dm �NZ 0Z� � 2g0 N�Z 0mo 0 m N �� iT 0 zor, m PI) _Z_1 O_ N N U) O c Zm0 ;U) D A CO S r D D N mm Z D D W 0 (n V z 0 N O m0 C0 Z� p 911 p cfl (b J o� cn W N O ()D J cr W N m O�0 m0 m Cnm D�Cf�TI �D G��D� DmOr ZEmm-i2 CO(�Z(nr <�(nZm �(nCTmCd= NTIU)= ZDm 00aDC ��C>CO�D(nD zDOmZmm ODmmr mD�DZ� mem �Z O m 0m Z z� �N mmcnm OBOE m�m�=m mpoOmE Gm��nO�m=D��pOm �z=m app Om�m m��O�Dm=- �zOm mp OzrmTtmE mm=m�E O mDN Z� D c7 m0 0Or0 =m ��U)� ODZcn 00:m>W� O ” CD mm2 O TJmN��C�00 �n�0 zC� ZaDmD WEE�D��r--, DOczn�� cznm<�m ��mZm7Dm XON DD 0 0C) �)� �) Zn !'Toom m�mp c�nD�rm�m) m0X�m DO ��J CZCm� �O m_mz0 p�Z CnT<=O COcnD'ZmOEZ r�� Omm �ZmmO m000Em — 0Dm m� p Czn Eczn �m�ZD7 W0C DDOZm DN�m DZmCn�� z OCD 700>T1'mm �nm. U) Z(n �- = m COD =�) mZ mX>ZG�- OmzmEO m (n m mEE o 0 = m l7pp= mmm> < � D mEN(ncn G�=OZ 0m OZITIm (m/)mmm(nDpmz �mC00�� CD�I j� �OOOp� �O`� ;u ;a ON D-1 m (mn O�Df�TI n�COv) �z(n DDm�p m�DZ� 0000�=mD DZD mZn fmwmr mrm- 0 C7 ZC)�D�mO �Z�p X> z Z ON O C cnmgm pm (n0 mm�N �rimmWm � p cn ' p- _ OE Ori NO Co nm W o -O n pp mtoD Oce DN m m m �Cnm D 0z Q Z Z=m ZZ m 0< Dm m��DZE� m =� Z �Pm2 2u 0m�00 DOZr oZ zzmn�Om m��oD D�O r� D m m XrM0 ND pm m>Z =0M� O�mOr� o��mz ;�DO� zp�Em�m OmNm O��pE p�m0 Dc'()M D mm>K:-9,NO n�GZ7D0 O�n�O D zmm TIE D (n (n > COz Om c7� mcnm NIV�T p�� DrT> (nD Z(n cnmmN m� C 0< Om =D-OEE ppm= �z V) cc) z m_Co m� m O m mf�T)p D ZmC�D cD m CM Dm�t �m0=r'I m� Z< ylj��ZmjOD O�ZD �f=TIr��I �mZ� rm�m�ZTJm(nE Z01Z��Sp �0�� SDpym DOO 0 D m p OD O �E pODE r-<C� m 2wzZ m�DEp 0m0 m E�nmoOE E0 D 000 zm00 =m m mm mE (nmm mm Z CMZ y� r- r- nmOD Z� m�ETI O ADO =mmOE _mOE cn D�cn D= C7 TlmmmCf�mm �O�mOn (mn TI�OC NEZzR m0� D� II D N pNCDnO OD �� Z�Dz c);Z�mm U)Omm co 0 �<�ZOm Z��nxm �m� N�D� Omm Zc7ED �mmOn��Op ��pnDN �OCx�_ �CD�� E C7D Z) - O �0 DZO E D0 ��0mp =m p2D �Z U Z m DE DE ZmJz�m C7�0W �DZmcnROr7 Or�D Cmm�m OmZTI)p �m �� G��Z �z2czi)E2DDZ m ODKcn =ZO z O�DZ0 N mNmm m m D<XN cE-/)�000D ��aDDZ ��mZ= Tl��z=oz� mr=TI�Z �nD mpTlO c/) NJ 2z> mm�O�n Znp�00Z ==pDDZ m N n m M70 0 Z > O= =0< p0mD iZ=N0< Z G) p pD m 0m m mp =0 mOmm m=CzmDOp =ZC)zO2 cnOOZG) DmOn _11 -0 m m (n m NEMC m m �OEE m�nmNNm NG�N Z mmE mU:C)(m) O czi)m <0 mQ0m 0cn -iE D0D D�m�m OC mE mOU) D m G) p = Dm U)np D<U)E m mC COpm 0�m ITI �m O NOSE O mD DOO Off)= ZO = m Em -m n �O Z 0 SDN �n zpZ G7 - DOvmD mm� �Om Om U) DO=DCZm =pZmOcn ri(nCWW CO=cep m N D=CO m— C7 �- Dm m m - D �m m m E rN m �ZTI Comm EmOCO m� p Z mmfT1 OCzmDOZ -n CC (n>E ��ZO�1z0� O nD=U) EQ mEODIT��TtI =00E m0 O oDrmTtrlVTt� p ��m n -gyp OTIOC�mE� mDNm COmO� 0�mm�OcDi ��O �m Ozm ZmmmO ITIZ mCOmN�� p00� m�ZmN CO m m OCD Z. Om- m m Nm m00 Oz E- = m m �`< U) =CmZ Z1D. C m D m'Op Z D T G7 OE G7 O Di=m OZ U)<N m� O mD-- m mz mZ >1 -0 D �Qr mD�m ympO�Z ��00 O��CD �ZZ 2M5 Ocl �EOZOjD mfm -i �D1�1= D,ZTID �0 UDizZ�DZ �fmTl=z0 Z �N \ l OWx5 c, c) O DDf�T)O �Op VI�Nf= mo mOpOD>4 m>KE0D0 >Os=p OU)C)r- j -n2 0Z> Om ��r fOT1m�mZC1 mmz O;u m=o�cm *m0Dcn -m m= O �m< mM Dm�O m m02 ZZ8c <OozmQO—ED �zm� OZXcmnz-m�0,Z0jOmi cco �2� c:m O�CO M= -0 r0rl0r �m�mNZ Dp�nU):=:i p� z cn0p 00 ZmLCD ' zNp Dm m �ODN z00� mw DOOD O. �mD> mmm mo mm <noDp 0 pzmOzcn pm mw = m ��m C=p0 (n mz c/)�c)m pOmmE m NCDD� mE 70 ��Zn� �JfTI �z�NOZ OV) m> pM N p z W D m N- D D m N- oz m m m D I'r'I < >O Z moNm E�TIZ �DzTI -n;u Dm�� OmO�m DOmz! O0 f=T'I �`O� DDZ�1C� C/) Go mmm�EO D CQ E fmr'I mn furl mmD� D rm- OE Cn� mm n> Z00mm = E mU)D Imm E Dim m Z) m1 COQ z m N D0 Z op�� m zmz zm,0 m 0 m� Z U)TI CN z r'- mE� m mN� m=�rp m gym m Z 0Z0z� 0mm cnmmcn u Z OD�p mmol m C0 �O m m p00� mm> Z) (� (n z m�N Z 0 _ Z� mZ C`� m � p Zll ppm O m m O D m Z r D D- 0 mIT1 = 0 D Ccn D m Z `n m m c./) FOR AGENCY REVIEW C LAYTO N ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 m { m CHAD HOLLISTER C7 0 m m PRE -CONSTRUCTION NEW RIVER TOWNSHIP, WATAUGA CO., N.C. Z CD o Z N n W N m 0 W EROSION CONTROL PLANcn < r OWNER A 0 BOONE STORAGE DRAWING TITLE PROJECT TITLE C LAYTO N ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 W:\Projects\2018\18023- Boone Storage\500 CADD\560 dwg\BSU18023CCN_102.dwg, 1/17/20192:15:39 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION c')� 0 m C/) w ^ o `J 0 U) 0 0 Z N 0 0 z 0 0 V D Z o o CD 0 �° � CID�I E3 � Iv I � v C-11 c�7 \ CD cn 6 o N (2), ITS N CD cz, CD V O N 138,15» , Q C::) oFa < E3E3387 ,_,_, `� 6Do /�» °28'/ E/ I 00 / 75 W X 08 8 X / X.</ o 2 / / I X I / a Cy CD I I /CD CD co 02< < o F F F/ I (01 o z Z , \ I i 2 Of �wa / 490y / < I F /8» CMP iB k oeco rig o w — / 1 o, — o Rob — — orri710 r — _ — -�wife- 8,- �l o why S 1126'_ L — k ) 60li � — — � ri w� / 1 _ef% /�� -� g ?60,16' — — — plN 29r ds 424 p ; �1'�44�ge 138 OS / RO / _ Z ----- R - - — — ke7�_ ------ P1NR-'0j_j%qgf �a8 /dol/ l l �`—° — — o ,g0 z Nn - _ O O I o a, v v O O I ® o O MINI I I W a I I Ln -i � F_ Ln m m m m m M m m m m x x 0 0 0 U-) cn M 0 z O z W O G r O 0 C z c z O O � r O C7 (7 C7 Z m � 0 p � O O O Z C7 0 O O O C7 O C C C C = O Z m m m D Z (n (n D c7 00 C C O_u�D 1n<"IO) CLOG) Ozxo Du7OLn�= `Om8OZm zmgm M:5-- �G67DD 0 M D � m� m 0 N�1�7<D C�CO� A Z Cm0 n� D C ��NpZ� l7 �0mr M<mr rr OD C c7 z(/I=D-DO zN0 (mnOpZ0 co �I jmm�7rr�Tl c� N=2 O vl Dc)m c�Dz WM �Z(n f<T10 �7R�T1� 10J0Z7 m2 MD�CM0 zM R1�7E-,�� CD DTI x C�U0H02 r*tTl� omm WLn m0CMU0 m 0F_ ��(r/) CZfzTI �mOX � DoOZ Oma. z�m >��omm mZr=*I 0<O� mpmN�C� z0� Mzz 70 m7 O 00 Z 000 D=Z mmz 0=270 T Z 0M 0�0 �mNz�C7 m O K0 O S. M Z p (� _ C C r-0 OC OZ 0700 = D mm= m m Z)1 zz MM *� D r N0 zc/zi xO m� X=O z mz�� >I�y O D �� G7 c7 O r 0 CO Z*��C MOC7m ZD p M ED<Or�rl 'O TI oTlz nz� TI< mmmmmcn ��O OWO 0� m (n >: v) r>- c) 70m O mem 70W Op-mrO= 70> O D D Z O Z Z D Z 2M 0Zu Dp C7�-0Mx0 ZD G0 z70 OmZ�Z 0 0 O0 o p MM m OX Z (m/I�� nozzzMM M z 0 z �m G7 m U) _u ADM rNZ oZc) � 2g0 N�Z OMO XN �m m i u) Z p r, M �r-�O_ NNS 0 �c: zm0 _�> D ANDD = D D rN ��IZD D W � (n • Z "• 0 N OO 0 0 C 0 C Z CM OM z "I p cfl Co J rn Cn W N O Co J cP W N M O�� _u (0) m (nm DFCf�TI �D G»D� DfT1c7r ZrMM-i MCc'Z(nr <-j(nZm �(nC_q-OCA (n_n /I= zDm pOaDC K��C>CD�D(nD zDC��z�m 0>MM> 17D-Dz� 1J�TI �Z O fTl =M Z Z� �(n �m(nm o�Or fT1�ZJ�=fTl mOO��r ��n0� �1=D�cDjOOm �Z=fT _00 0�1�� ITI�rO�D�2— �ZOZ7 frlp Ozr�T1)�)r ZJ�=��r 0 mDN Zm D n r=T 0 ppr0 =m ��N� ODYN m!�_>N A O CD m�2 O DNS-C_pc� mn�c� zC� ZaomD �rr�D�� Dp(z/I�� (znrTt<�� 2�m�Dm Xn� DD c> on �� zC7 !�00� ��Mp c�/)D>-Mmm �0x�m DO �� CZCm� �O �mz0 p�z (n��C7 CDD(nD�Morz r�� 0mm �zmm0 mOc�Or� — ODrrl �� p czii rczii Pr5a >x7 W00 DDOZ� D(n�� DzMETO�K Z c�CD D1Dj(n� �1C)m. (n Z(n K1 _ DDD =Z) mZ �1>Zc7- C>mZmrO (n fTl fT rr o O = M m002 mfTl2> < � D MN -0007=02 0m OZmm CMI) (nDpmz -< =M CD�I j� '0Opp5 0 D� D� (ten O�>M OKM co�zDym�p m�DZ� pCpO�=TID DZD 17Zn ��r m1 cm,) z C7 Zc��D��n �Z�p X> z Z ON 0 C mom 0>WM Nf7 rrm�N �fmrlm�(nM � 0 (n p- <PTM_ � 0r� NO W nm � Cm/) M, C7 � 17DDDD OCA Dcn TI m cn� D 0z Z z=r7 zz m n< Dm m��Dzr� TI =� Z ::E r- Oz�� om�n0 D�zZr �? OZmnw,Om x��ZpD D40 rF 0 v M ;0 mr(0 L7D ��DO =0�0 O�=Ori O��mZ ��Dom Z��rr2� 0 ��N� O��pr pOz7m0 DOm�� n�D mnmO-"NO n -;D00 820ZKp D z17� Tlr D 0n N WZ Om n� Tim NN�T 0�� Drm� CnD Z) C=() N��N fTl� C c7< 0� =D—Orr 09m= Q �z 0N0D(n z 0� MzMM m O M -0m0 D ZZ7c�D �D m C� Dm?1 imp=fTl TIS m< DM ?\-1�jOD O�ZD �flTlfT��'II �mZlmJ rm�m�Z��r �Z��Sp � 0�� a7DpD0 Q DO0 (7 D 0 OD 00 .r 0ODr r<C� m OcnZz m*DrO C�mO m r-<nm28, -O D C7C70 � Z-0On =MMM fTIrT1 17 7 mr (n�� rTt� Z �so Zz y� mrr nrTtc�D z� ITl�rm O �Do =�mOr _M cn D�cn D2 0 TIm��Cf�m� �O�mnn cmilm�OC cnrZzM m0: D� 11 D vl 0_N(Dn0 OD �� §q> _W' _xvM=< (n0M� �<�zOm ��n�m� N_> 0mm zc7-D c��00o�p0 o�pnDO SOC 9 `cDD�O� r nD - O �0 Dzp r Dp ��ox =m p=D �� cr z M K Dr Dr m2Fm 0i�w_ �DZmcnm Or�D Cxm�� '0 0M ,� Km: -=1 �� O�r-c*nz �Z2(ziIr2DDz m pD�(n =ZO z c7�DZc7 70 N fT'INMM fTl :D D<XN tJ �00nD �`L>Z qKmZ= �n�Z=OM r-M55Z �0 m0 -Ti C�mnnZ �M-o�n Z0ZOQz ==pDDOZ m�N �� n m Z�� 07� =0Z< Q) 0= =Z=Nn< zm0 p��pD �7� cpm m mp =0� �m�)� 22=CzMm 00 T�=xzO2 W00z07 K: � m� m L7 m c/) - 17 fTl Orr fTINR NNfTI NC7N Z frlmr CO�NpmZ�O O (z/)�7 <O m�O� DN �r DSD D�_��m mr- m0(n D m � 0 = D;D (nC70 D<cnr m me CDp� 0�� m �� 0 nn�r 0 p mD DOO O�1= ZO = rm-m c7 n8 Z 0 SDN �0 z0Z O) N D0�mX> mmF mo Om N Z> =1 20zm0(n f�Tl(n�CN CD=c)O TI (n DDD rTt— n �— Dm m �- D ��7 M r r(n M �ZTI C�m�7 r�0C0 m� p Z mem OCZmDOZ 0pT CC cnmr ��Z0�1Z0� O C7D=Ul rC7 fT1rODIT�I�7t =00r m0 O 0 mmmm> 0 Wmm n-Wp oaD��rx op m �r�O� n�m��cCiOD7 ,<O �m OZ� zmmm0 mz mCDmcn�O �p00� m�zm(D/I m m m c7CD �Z�55 07m- m N� �p0 Oz r- _ m cn =CMZ MD. C m D m�0 z D T G7 Or G7 O Di=m OZ cn<N m� O mD -- � D �Z �mm ODZ D ��r mD�mr- m Dmp��>22W ��OO O��CD �O�rOlOjD mm0 �z -Tim D�Z�D =n UDiZz�DZ Of�TI=ZO z� �cm \ l �W� m0 OZ X C)DD�O c 000 c/i�c�ilm OpOD�D moDp ropN�O ON�po�� OZ� O� �0r mm�m� MOm m=oMz =sD '--a �m = 0 �m� mM Dm�O m �O� Z�On �OZ��W �Z�� OZX�z �m�0�jlpjOcmn ;r\ co CfTI -11 O�[0 OpmCO fOrl� Lnm�mNZ Dp�n(n 0O 00r Z (n00 00 Z�1�m ZN0 Dm �ODN z00� OZDc�OD O. N�D� FMM Flop �m <000p 0 pzmOz(n (nZJDm= �= m ��X> C=00 N mZ-j wooU Tl pOm�Jr m NCDD� �r ZJ(O �COn� �JfTI C cz()OZ 0. 0r m� pm � �N pz> D �(n- D D m cn- OZ m m m D r �O z �Tmu M � rmz C)r- Ommp� Dxrp 0�2 70 � Dpm�Z � 00 M �`O� DD171CC NC fTlmm�rp D DD r m M I i mmD� D rte- Or M cn� �Mfn> zoo = r mcnD �m� r Dim m I COQ z M N D0 Z Ok7�0 ZmZ ZDD�O R O frl� Z (n ,7 CN ;Mu r Z)r� mNOr I j=�r0 m �y�7 � Z p z OZ 0 0 m m m Ln 0 Z 00 D C 0 -0 m o m m O M 0 0 0 m m-0 .17 0 N z TI N z O _ z� mZ Ccs frl � 0 Z1 00W z O frl m G7 D R0r7 Z K: r— > 0 �_ x ITl _ 0 D C(n D M Z cn (mn m FOR AGENCY REVIEW C LAYTO N ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 m { m CHAD HOLLISTER J C7 0 < M POST -CONSTRUCTION NEW RIVER TOWNSHIP, WATAUGA CO., N.C. Z o Z N n W N 0 W EROSION CONTROL PLAN < r OWNER ND A 0 BOONE STORAGE DRAWING TITLE PROJECT TITLE C LAYTO N ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 W:\Projects\2018\18023- Boone Storage\500 CADD\560 dwg\BSU18023CCN_501.dwg, 1/17/20192:17:03 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION Ln M co D U) ►I C? Z Ln N 0 (n Dm M 0 M o n M Z M 0 r M E� E 0 N C7 W -Ti M z 0 < M D 0� TI M � W Z7 Z K:P v 2�:q 8mx2 TM M0- D O ;Mu ;Mu Dpp�� C 77 55R z O �2 cxx% O! �z DDm� Z A cn m>mm 0m 0-4 —I =m -US Mt m n-4 x m m rrl Z M C Z = D D 4 (O D� pmNmo �O �� D wO �0�0 �c �r cW t r � C �o oc z =0 m o D p m Z v Z A D A y r o OC O ON m m cxz 0> DN (] r p <M 55 ADS !"'ice m j'I'j 0 xD mmITIV) V)� �� crD N y O V7W zz0 D r� m Z �'I DO ZVl rOZN � Z MN M> -71 0Dm Oz M, M0 Z< D �N Z� 00= o z zm WZ c7z0 Z7D m m �N vm Dli ZN O7mzc ;u V) N N p Z O N 0 m D z p O m D O o W m N D o O m A A- v x z �m= �� z A z -n -0z D �o =m0o �1 czim mD vm O m -1-j Ompom co m� mN 2<2 W ZD mm� I D W Om AOAc D NO r �z N m Mm �m nm m c 5D A -8m 2m �mmO x 0 0D mlTlD �D m D� c Opo m DD �� AO Z iD HN2 �T1m D D ZO �m�p cn Z00 m D AU) cm z p cmx� c Nr xxl,lo V! �7m 0 0 0 Azmm M Om DNm .. W W Mm mN O W2: M2Np 0 m� ZZ _ zz =z= �V, z �� nN w �W =m -x r m z O N m mx A c mO xzOC) m �A �_� _� m o Nm N Ap zlm,, �zm x m O z o_ m-0 Cmr D n a2mA m mZ �f<T'I O7� .Z7 (� x Dm vy �� x v z �mr� cD7 z� O�Nz Om Z V7 0 m� rZ�I�0 0m �7 n N= NmM>, 0 =m mpZp � � I pm �� D <mm m D m 'O DNS cn �mDm m O M N N m ppy XAmm. 00 rD m n D� �mOr � Dr m2C2 z NN V) p Z r OJ D _ G7 W m �_ r Z7 22 7 — N x 2 W m m V) v n �_ X 0 yr—v PAm 0 0Z lz<< Nz '-EFD S Z V) W m p m O D � D A= 2 A N M 0 mu N r my " z N 9 0 M v D z 2 � OD x �= D A x DA O m m m V m 27 0 W m m D A Ln A ZOO Dm f y D co n -0 m �p --j K: > o -0 cn 0 0 V)O< mem Tml N x m�. _ = me OD m r ? �'7 �m SON r z p Nn 0 m mr- Oma (mi) N_ WD M<O m m A �2A � V)� �Oc 0 m D O �m 0070 0 O omm f�T�'II m� cn v x m fNTIW �0G7 O Z7 Z Dy0 C �x Om Nz D Nom m z mA m �� Zy< N v 0 .T7 m 0 r ODO m 0 (7 0 V) ''' G> c z� c pM v S - O 00 o� O =W cf) Z M0Wn 0;a O p zE D � O�7 r-cnN � O CD Z _ rTi M o �o Ln M co D U) ►I C? Z Ln N 0 (n Dm M 0 M o n M Z M 0 r M E� E 0 N C7 W -Ti M z 0 < M D 0� TI M � W Z7 Z K:P v 2�:q 8mx2 TM M0- D O ;Mu ;Mu Dpp�� C 77 55R z O �2 cxx% O! �z DDm� Z A cn m>mm 0m 0-4 —I =m -US Mt m n-4 x m m rrl Z M C Z = D D 4 (O D� pmNmo �O �� D wO �0�0 �c �r cW t r � C �o oc z =0 m o D p m Z v Z A D A y r o OC O ON m m cxz 0> DN (] r p <M 55 ADS !"'ice m j'I'j 0 xD mmITIV) V)� �� crD N y O V7W zz0 D r� m Z �'I DO ZVl rOZN � Z MN M> -71 0Dm Oz M, M0 Z< D �N Z� 00= o z zm WZ c7z0 Z7D m m �N vm Dli ZN O7mzc ;u V) N N p Z O N 0 m D z p O m D O o W m N D o O m A A- v x z �m= �� z A z -n -0z D �o =m0o �1 czim mD vm O m -1-j Ompom co m� mN 2<2 W ZD mm� I D W Om AOAc D NO r �z N m Mm �m nm m c 5D A -8m 2m �mmO x 0 0D mlTlD �D m D� c Opo m DD �� AO Z iD HN2 �T1m D D ZO �m�p cn Z00 m D AU) cm z p cmx� c Nr xxl,lo V! �7m 0 0 0 Azmm M Om DNm .. W W Mm mN O W2: M2Np 0 m� ZZ _ zz =z= �V, z �� nN w �W =m -x r m z O N m mx A c mO xzOC) m �A �_� _� m o Nm N Ap zlm,, �zm x m O z o_ m-0 Cmr D n a2mA m mZ �f<T'I O7� .Z7 (� x Dm vy �� x v z �mr� cD7 z� O�Nz Om Z V7 0 m� rZ�I�0 0m �7 n N= NmM>, 0 =m mpZp � � I pm �� D <mm m D m 'O DNS cn �mDm m O M N N m ppy XAmm. 00 rD m n D� �mOr � Dr m2C2 z NN V) p Z r OJ D _ G7 W m �_ r Z7 22 7 — N x 2 W m m V) v n �_ X 0 yr—v PAm 0 0Z lz<< Nz '-EFD S Z V) W m p m O D � D A= 2 A N M 0 mu N r my " z N 9 0 M v D z 2 � OD x �= D A x DA O m m m V m 27 0 W m m D A Ln A ZOO Dm f y D co n -0 m �p --j K: > o -0 cn 0 0 V)O< mem Tml N x m�. _ = me OD m r ? �'7 �m SON r z p Nn 0 m mr- Oma (mi) N_ WD M<O m m A �2A � V)� �Oc 0 m D O �m 0070 0 O omm f�T�'II m� cn v x m fNTIW �0G7 O Z7 Z Dy0 C �x Om Nz D Nom m z mA m �� Zy< N v 0 .T7 m 0 r ODO m 0 (7 0 V) ''' G> c z� c pM v S - z o (A CZ Z7 zQ?0m 0 -c70 =Oz-rlpTl X Z CJ CTI GO c/) �Z m O 70�OC ,-m.. Z O� O D O Z7 M �7 O0 0 0 1Zm mN ZO Oz 0 m �r NO co = r m D r C D Co ;a F- m m 0 N Z (n M� v U) FA I-Ti Fri z C) F9 O 00 o� 0 =W 1 o Z M0Wn 0;a p !i zE N O�7 r-cnN o z m A� M o �o = y Z _ = z 0 N D � � 0 � OZ n z m z 70 Z O TI 0 .01 G) m�z 0 aA l m r OzrO TI CONTROL cl _ m Z cnz C Z W cn rc5 0Nz Z I mEj = M 1 z Jm i z o (A CZ Z7 zQ?0m 0 -c70 =Oz-rlpTl X Z CJ CTI GO c/) �Z m O 70�OC ,-m.. Z O� O D O Z7 M �7 O0 0 0 1Zm mN ZO Oz 0 m �r NO co = r m D r C D Co ;a F- m m 0 N Z (n M� v U) FA I-Ti Fri z C) F9 7 zD m w 00 o� C/,c� =W 1 o _ M0Wn 0;a p !i zE N 0 r - m � o D 7 A� Z o = y Z _ = z 0 N D � � 0 � .z n z m z O = D .01 G) O v Z aA n m 7 zD m w 00 o� C/,c� =W 1 o _ M0Wn 0;a n zE N 0 r - m � o D 7 N � m Z o = y Z _ = z 0 N D � � 0 � m z n z m z O = D G7 Z m G) O v Z �O n m r OzrO x CONTROL 0-10 WIrm0 rn m m w 00 m C/,c� =W 1 o _ M0Wn 0;a n zE N � �;a � m m � D r fTl -u 7 0 0 o C m �� z 0 cn c a O z cnrr z r� A\ LJ roe fTl FT F71I�I L� GFFI 1 �� ' O ' '- �C- 1 �j 1 LJ I I r-7 0 0 8" /HEIGHT OF FILTER FABRIC MIN. MIN. = 18" - 24" 0 Z� ZC-)Z �z D -- cn :* � m m O r- X m ;u O �� o -i M z N � o 0 m = m z (O 00 J 91 Ui C I N n o O 0 moan �M --iM 0-0 M DTI: KTlcncn 0m-10 zm cn0 z O ImoD =X �0-X m= mmDmc <D=O Z -<0 z M7" z0 mD m�mm -gym mz=-MlcM z�m� =C Wiz(/) 0 0> Om -0< zcn D z Z O 0Q moos m� _� �Or =� �Dof-A 0' K M cn �D 0 cn ;;o0 �z>;a �m m; � z = N m = _ z m -u0 N _ ( W= 0 C7 o= n O� m Z �M �fTIOmIOD Om °� <� �� !� m CC7 Or m cnZ�O z �� = M r= = O- m Om Off= cn� ��C�O =rpm �= mm O ?l Om cn rZ Cm O mmD mm =m � z cn �0 z= �Z7� -u= N Or O z�<r m TIrTt M =_ oD ��m n�cn vZ=�-U� ��oM �m WK D co K_ ��7 pp MZ O OD Z �� n � -0 m WOx N7W 0� O�mm� �0�� 00 co �l O nNp W �K N� =O0C(n= r-cnn cnm z C) 0n 0 OD O Zm MO on OOT0r- r- >�0; Dm M D M O� Om= �m Dmmm� Dz- mo OO D mM z 0 00 mcm( =D 0 C7 I=m0 p= ODlmm 0� �N�O�� O z D Cn � cc)M I=m m� _�� Do =Oz000 �c�i�� 0 D 0 Dm -0 �mOm�oo � z m D M n� o �� <ZO m0 c cf) Dc z o Cf) r--ri 00 m�� zD K: Cf) m om0) m cn O �m -1=� NO cnOTl m� � -Ti �D Z mm O DmXm �m 0 070 �� z mo ��n c0 o�mOzK Amo z CO 00 �m� m� z=z�� C/) Z = �D N �Z Opp E<- C/) gym= _ 41M O0 O DCD 0 m= DO zD mTlmmM Xm� TI�� Z7 r0 0 �m 070 0� zz�m�� mNG X X OD m cn ZOZ �X rrOrlmor�riz �Ol j m -1 GO = 0 000 me rlm ��0 z °� o D M mr�I� C�� 0 m� �z= N Cf) ZOm � �� = c� M D 0 m p 0 0 z' O rrI z oz r- E-< Z� �_ m m C) M 0 Om 0 _ K cn Tt rnN D z o W 01 2 0 X D =z x D 0 Dv Zm D z X X 0 ;0 m fTl 0 o m0 Tl D l�Tl � -0 O ;:07D M m 1 CO 6" MIN �O = r M 70 m> zM -1cn co -P- �0 G) z LO m D D 0 zm �ml C. = r C7 41 D m; �> mz O M N 0 ' N�Gi 00 m CP 0 C X fr _ M0Wn 0;a n o mm z N M = O m = 0 D _ omxmzm M AFcCnZF9 o z 06)*�0 m �� z m c a O z cnrr CHAD HOLLISTER C7 Oz 77� -0 O m� M < z z M OzrO = CONTROL 0-10 WIrm0 NEW RIVER TOWNSHIP, WATAUGA CO., N.C. cnz C Z W cn rc5 0Nz Z I mEj = M cf)EROSION W 0 �� DETAILS r OWNER z0� m z o D O 0 O 0 o z .z07 D� ODO M 00 n N 0 z cn Z z D - (-) m Z = z rI� O M D � A r Om M 0 �� _ �O aDm _ 0 D M pW C �ODmI-E m N �cn z rr �-'zrD O O ti m -n m rm 00-- n0 DRAWING TITLE o=�-icon PROJECT TITLE z �m� 0 =mm�j im �� m� ��mmW D Cn r�* z m r EO m0 O D G)mLf)Z0 moo m mU mr n D WD m� O m 00-0��J zpp�= r o fTl -' C (7 > D M Z m O L7 m p D mO D `2 Z N m D0 � 0r D m z fOTI� M IM 02 �D MD;J CTI�J 2 c ZJZ — G) 0= —0 m G7 z0 00 m=0u) OW Om D z Z OMK Cr �0 pC D D =V) z� �(nf=r'10� DDD mOl pp Z7 -0DO OXK m O Do TIC Cr, O W=W �mm O m< Dm D= x C�z— I•T•I z z�m 0 K=m M 00 m� z ox r o U) (� WW U 0�� m 0M am 0 CTI 2cDn r � D z Ln <� O(n O��m Mz E ( ��K 0 z -u T mm z=�� m �N m 0 V)X� zl?o mm M9 Z m �� DD z m �O x r� 0 =DmD mnWO W m m m D m z zz O m EXIST PAVED ROADWAY 0 �KND o Z r z l mZ7Z D 0 D_ C� 0 m Z Z 0 Z7-iC 0 r C) m > pp m Nr m N N Z NZn D� T>29 cn � M mm OC m 00�00�00 D D mCo m 0 Z > 0= 0 m --i m rr C7�0 0 m0 D- _ �O� =� ooOOOooOOOOoO D l(7,.1 00 —u 0 cn ON 00 O cn o m m zD0 C�D� r �z Z- cci) D jT�T zcNn 00 0 m 0 Z 0��m ;MO 2 cn C)m cmn = yD mo� �m om 0 =Zmmj Om O 00� O 00 O D z m=I C W M 0 X m D D 0 (� o Om cn o 000000 > _ Uci y=cn� zmm- mcn O z cn � zm = 009c� �D 00000/0''0� m m�Gn ON m �cmnm= ND m� ZC7oD 0m�j MOZ mzO m� � m0�o rz M Ln = m ��Z Cm ZlC DC SON �K m O m N �ir 0 mmo Dz 7--0n � D _ = D � O l J MO m m70 DmN m CDN TI z N Crn�w� �N �CZ n �m-i z nmc O O mW Om OZO O 0 o m cn O I -,-I �0 � 0 m oUaU mo m � O�O 0 OQ O CM �z mm D z� m O OD = r,, 0 00 � M p D 00000 Zm D 000 DO O N m 0 O V) 0 K D z y O 0 m D M D M D m 20' MIN O o IM ,_I =z 0 < Or z 0 � OC o Z Dm Om 0 c, V) 0 pWWNmD w N C7 z m m �0 m-cn<Z OE�Z� 0 D �mC >0W (n-0 C Om O(7 � r O Z D � z G) Z O z =m n oDmi= z moo W0 0 mm �� 7 p �)O X00 ooZDmm O D �m lrm z= Ul o= C n Dr nrm 0 m O G7 M z O M Z� p zD 1, l p`p 1, l mm � D 7- r fel cn �D TI (n OD Z K:Ci D ;a C/) M ZF MZ Dc7 Z;7 �z O D �ZDCr mm �� 0< Oz= z DN ON OD C) m �r Dz D ZD OD D M r N0�00 O o0 Wm � c Io 0 NCDz- 00 D fTl . D r-ND�D �W 0 �m D0 IV D D fTl mz�� WC v m D -I D 0 Ln W m W o m M m z W D D-7 =cnm o Om � n Om O z Z r r r r x pW�DZ �D�O O G) D �D � W O z� �-�mm Ulm m- mm o m pW mD D W mp n cn�M D� N m D 0m Z N G7 D0�70m C) mOG m o �O O Z Ln X Oo r r y c N O o WDOO� �= O 0 N C K N m m Z D 0 � n Z �1mDcmi)m O -D Gn z 0 Z 0 --A O 0 Gz-j ;U n 0 0 z o m M Ln N O cn = C -0 4) Z m 0 r� A\ LJ roe fTl FT F71I�I L� GFFI 1 �� ' O ' '- �C- 1 �j 1 LJ I I r-7 0 0 8" /HEIGHT OF FILTER FABRIC MIN. MIN. = 18" - 24" 0 Z� ZC-)Z �z D -- cn :* � m m O r- X m ;u O �� o -i M z N � o 0 m = m z (O 00 J 91 Ui C I N n o O 0 moan �M --iM 0-0 M DTI: KTlcncn 0m-10 zm cn0 z O ImoD =X �0-X m= mmDmc <D=O Z -<0 z M7" z0 mD m�mm -gym mz=-MlcM z�m� =C Wiz(/) 0 0> Om -0< zcn D z Z O 0Q moos m� _� �Or =� �Dof-A 0' K M cn �D 0 cn ;;o0 �z>;a �m m; � z = N m = _ z m -u0 N _ ( W= 0 C7 o= n O� m Z �M �fTIOmIOD Om °� <� �� !� m CC7 Or m cnZ�O z �� = M r= = O- m Om Off= cn� ��C�O =rpm �= mm O ?l Om cn rZ Cm O mmD mm =m � z cn �0 z= �Z7� -u= N Or O z�<r m TIrTt M =_ oD ��m n�cn vZ=�-U� ��oM �m WK D co K_ ��7 pp MZ O OD Z �� n � -0 m WOx N7W 0� O�mm� �0�� 00 co �l O nNp W �K N� =O0C(n= r-cnn cnm z C) 0n 0 OD O Zm MO on OOT0r- r- >�0; Dm M D M O� Om= �m Dmmm� Dz- mo OO D mM z 0 00 mcm( =D 0 C7 I=m0 p= ODlmm 0� �N�O�� O z D Cn � cc)M I=m m� _�� Do =Oz000 �c�i�� 0 D 0 Dm -0 �mOm�oo � z m D M n� o �� <ZO m0 c cf) Dc z o Cf) r--ri 00 m�� zD K: Cf) m om0) m cn O �m -1=� NO cnOTl m� � -Ti �D Z mm O DmXm �m 0 070 �� z mo ��n c0 o�mOzK Amo z CO 00 �m� m� z=z�� C/) Z = �D N �Z Opp E<- C/) gym= _ 41M O0 O DCD 0 m= DO zD mTlmmM Xm� TI�� Z7 r0 0 �m 070 0� zz�m�� mNG X X OD m cn ZOZ �X rrOrlmor�riz �Ol j m -1 GO = 0 000 me rlm ��0 z °� o D M mr�I� C�� 0 m� �z= N Cf) ZOm � �� = c� M D 0 m p 0 0 z' O rrI z oz r- E-< Z� �_ m m C) M 0 Om 0 _ K cn Tt rnN D z o W 01 2 0 X D =z x D 0 Dv Zm D z X X 0 ;0 m fTl 0 o m0 Tl D l�Tl � -0 O ;:07D M m 1 CO 6" MIN �O = r M 70 m> zM -1cn co -P- �0 G) z LO m D D 0 zm �ml C. = r C7 41 D m; �> mz O M N 0 ' z =0 m -i (f 0 cn M � O O m O cn CP Z J D D z O O L7 n D m m 0 n 0 M r M 0 M n 0 Z O FT -1 N C) O O mD 0;u c0 rm m� cn CD FTl FTl 0 Z D M z D co K: M N 0 Omm K O C) m D c/) zN cmo � O O m z fTl N�Gi 00 m CP 0 C X fr _ M0Wn 0;a n o mm rr C D M = O m = 0 D _ omxmzm M AFcCnZF9 o z 06)*�0 m �� z m c a O z cnrr CHAD HOLLISTER C7 Oz 77� -0 =NOm m� M < z z M OzrO = CONTROL 0-10 WIrm0 NEW RIVER TOWNSHIP, WATAUGA CO., N.C. cnz C Z W cn rc5 0Nz Z I mEj = M cf)EROSION W 0 �� DETAILS r OWNER z0� m z o D O 0 O 0 o z .z07 D� ODO M 00 n N 0 z cn Z z D - (-) m Z = z rI� O M D � A r Om M 0 �� _ �O aDm _ 0 D M pW C �ODmI-E m BOONE STORAGE �cn z rr �-'zrD D O ti m -n m rm 00-- n0 DRAWING TITLE o=�-icon PROJECT TITLE z =0 m -i (f 0 cn M � O O m O cn CP Z J D D z O O L7 n D m m 0 n 0 M r M 0 M n 0 Z O FT -1 N C) O O mD 0;u c0 rm m� cn CD FTl FTl 0 Z D M z D co K: M N 0 Omm K O C) m D c/) zN cmo � O O m z fTl M z c z 30r �m O c m 0 n -n -0 �0= r n O� DDO C,Z ;am m 00OZ m z n D �D Cr co C A OC O O zK-070 00 nmE0� C �— � N0 Z �mm;C) I U) ' m M = M 1 M X 01 0 CD D ;I z n ;u M 0 r cn W 0< Dm I D I C) I < M z I M I I• IIIb ::E z TI W0� D mom Z 0 G U' � 00 K Fri z� m 01 J CLAYTON ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, INC 28603 Cn Ui�W N�Gi 00 m CP 0 C X fr -uD M0Wn 0;a ID M0 Z�� mm rr C D M -<=DO�um �m0V) = O m = 0 D _ omxmzm M AFcCnZF9 z 06)*�0 m �� zDom z K -=� K m O z cnrr `.n r-0 O0N-0 Oz 77� -0 =NOm m� M m��z D D D Z z z C D.M OzrO � M 0 M Dm 0-10 WIrm0 m= rm D-<0 C Z W cn rc5 0Nz Z I mEj = M 0 I?z- 0-D 0 �� r TIC Z I O z0� m z M z c z 30r �m O c m 0 n -n -0 �0= r n O� DDO C,Z ;am m 00OZ m z n D �D Cr co C A OC O O zK-070 00 nmE0� C �— � N0 Z �mm;C) I U) ' m M = M 1 M X 01 0 CD D ;I z n ;u M 0 r cn W 0< Dm I D I C) I < M z I M I I• IIIb ::E z TI W0� D mom Z 0 G U' � 00 K Fri z� m 01 J CLAYTON ENGINEERING 8 DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, INC 28603 Cn Ui�W N�Gi 00 m CP 0 C pD;aOm -uD M0Wn 0;a o D Z�� mm -<fM D M -<=DO�um �m0V) m0 M70 0 _ omxmzm M AFcCnZF9 z 06)*�0 oC M 0 Z-<MMMW z K -=� K m O z D mCCo 00M Z Z M m W D m� D�0 co K 0 z czi)00 czi)oom m� C D.M KNO � M 0 M Dm 0-10 WIrm0 m= rm D-<0 m�� rc5 0Nz Z m - 70 C) C 0 0C O N M 70� 0z � I?z- 0-D 0 �� Z W,a TIC Z 0 >00 z N Z z �m0 m m D z0� m z 000 0 C D O 0 O 0 o z .z07 D� ODO M 00 n N0 Z = 0 z cn Z z D - (-) m Z = z rI� O M D � M M r Om M 0 �� x Cl` M>> 000.Z>02 00 � CP 0 C W N f o D �Om mm z mmW D CA m O � D Oz >� Zm m < z D O= m D �K�=Z 0 D Z x m Dm �m r mZm0-1 M>> 000.Z>02 ;. � CP � W N f �Om mm z mmW D O DDm Oz >� D=D�m mO;u z Z= O= mD �K�=Z Z m�D m Z�— Dm �m ;� mZm0-1 Z r �� m= rm D�7� FTI mZ Gn mcn D mm DKU7CD ZC�mr G)m= N M-0 m D z G) --j �_ cnm =o O O �� 0r K 70 m O' 0zlu D Dom 0� z=opmo= m C Z0W n ��O�m C7 �o �� _ �O aDm _ 0 D M pW C �ODmI-E m m� �cn z rr �-'zrD D O Or -M m -n m rm 00-- n0 o=�-icon O z �m� 0 =mm�j im �� m� ��mmW D Cn r�* z m r EO m0 O D G)mLf)Z0 moo m 00 0 WD m� O m 00-0��J zpp�= r o fTl -' C (7 > D M Z m O L7 m p D mO D `2 Z N m D0 � 0r D m n C) m - m m�*D0 02 �D (7 N _ Zl cn — G) 0= —0 m G7 z0 00 m=0u) OW Om D z 11 Cr �0 �Om;u oc)A D D =V) z� �(nf=r'10� DDD (T pp Z7 .ZDJ> m Om O W=W �mm O m< Dm D= x C�z— = z D Kor-� mN ox r o U) (� WW U 0�� m 0M am - D CTI 2cDn = z >m (n O��m Mz E ( ��K 0 z -u T mm z=�� m �N m 0 0 m m- o0 ppm m �� DD z m �O x r� 0 =DmD mnWO zW ON p cn mD�mmj O zz O m Z 0 �KND D Z 0 m C 0 D NK -T] 0 D_ 0 0 m Z Z 0 Z7-iC 0 r C) m > pp m Nr m 0 Z OZ --I mo- mm OC m D��O Zppm= D D mCo m 0 Z > 0= 0 m --i m rr O cn�mm 0 D- _ �O� =� 0 D l(7,.1 00 —u 0 cn ON 00 O Gn fr7N oz�z m m 0 C�D� r m 0 Z- cci) D jT�T zcNn 00 0 m 0 Z 0��m ;MO 2 cn C)m cmn = mxm C) ZZ 0 =Zmmj Om O O D D z O D z m=I C �� mm mm=� (� o Om cn o cn O > _ Uci y=cn� zmm- mcn O z m,== �mm zm = 009c� �D m m m�Gn ON m �cmnm= W mzO m� � m0�o rz M Ln = m ��Z Cm ZlC DC m D O m 0 mmo m m _ = D MO m FOR AGENCY REVIEW z vZ o rn y - .Oc�m> AZ o (n �"Z O; ION .. 0.... ;. • .,-"7oN mC:, o• �• co z vZ o rn y - .Oc�m> AZ o (n �"Z O; ION W:\Projects\2018\18023- Boone Storage1500 CADD1560 dwg1BSU18023CCN_501.dwg, 1/17/20192:16:36 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION RIABLE 1'-2' 1' MIN. ' 00 EE En ,n co D 40 0 Z A n m O z 0 r 0 m M z D f j O m v 0 i 00 D 00 I � W N (n (n N co D 0 ; Vl N I > D NO oA =� ^ D K: r �WfT�tyO �^ � (n (n 20yr� tf) DrzrlD z 0A x� zDC nA ZC Z O 70 M n� C M (n0 D z M xo z (Ni)m y0 m m� MIN. M (n N o v 00 �z OD C -)C > -Ti mm 0DDK mCCD DC �m =o00m I DTI OD mm nC co -10 �W C) (7) c/)D ' �Z ;u G7 Z)1 OJ O D pr N _Tl mm O p M_ cn00 = mr O m m m D C7� Oc I �o N N moo D Motor X AO m m 0 mc/) c 0 �m 7, (A � m D m� O n { mvoO I,N..I c� m �czm �0m m v cn o �7 �� Mm a � m�z m z M r-� m m _ V) m Zoz _ �"O N 0 z� > Z n0 �D Z _ mm A O N Cmj) U) N m �m T1m m O " Z N Nm z� D N O� �m m�o mw o Omom D m N E5:0 m V) 0 ) Z< O r0 r O C7m N N D \ z 0 G7 c) m0 [f) mm O N 0 O 0 O (n- c/)- mD xm�(n rcc) m m��70 pm -x o�Z vN 0-< c� �cn cn r -0 m-0 N-0 O D amm c) M �o D gmmm OZ .. cl) N N m= rt m X N '022 m ozr z F_ m m --A0 — rcm z r� -Ti N Z � - CT�� Zo m K: 70 �� D c�zc�m Z 0 z za D 0 00 D _ D ZD Dr m� O 70v Z � < m 0 m m �� E<— �> CD �� 0 0 0 U) m mo�g D Z Cf) U) (cn U) c/)D o m D� r m Z N = o ocn 0 rD f,Z-1 m X IAT' I z D Oo n1mT1 c z om0 C \� m 0 0 00 TI v o Zm �m O D D (n (n (n (n _u N v v v D Ozmm � �- D I I G) O r �N�o C7 N C4 D W 0 OZ ZZ m 01 0 � (' DD Z FT1 C r,K..1m O O Z r- D I N cf) [f) N K:N m �� I I D C I �m ;u c) A 0 G7 cl0 (zilM m (milmD x Z m � D � D N c) D -Ti C C J �m O 1 , 1 Z X IT O C Z E � z C D 2 o m (-)o O m .ZJ N D D _ =(n DfTl (n�� I I I I p Z m D O O m D o O Ul ;a ON f�Tl fm 0 m m FTI X fNT1CZ<W�Z� mK�OmD�m O� r zo Dmf) r r NCp m Ci 0 m mIT N� F -Mm OWN m=� G��c�n0 Dim N FTI =mvz zz ��mDm m N z�-1�z0 V) N� D �O��m 70 m0 N �D�(nrOD m z 0 oDz ..pO�WOD\ ZZC-r 70�o OCmO-< O 6 z\ m, 0 m r z r = Nm ;nom \Om ° m� �� mNG7 MNDv ��OZp�� Z G7 _ Z z m o0 (n cm -u cn M G7 D OD O 0 D m m D D z n z m N 1 o m _ z p N RIABLE 1'-2' 1' MIN. ' 00 EE En ,n co D 40 0 Z A n m O z 0 r 0 m M z D f j O m v 0 i z m (n (n O D m 0 (n C) S D Z) O m m Z7 -T O �J 0 O Z (n C 0 O Z D 0 < m (n Z 0 O 0 Z 0 u m Z Z) (n O Z O -T m Z m G) Z m D F- > D z z D m O C 0 m (n c/)Jm co C7 Z) F: Z N o0ITp ZmD m C C7 Z 0mu 0 'u N 0 C �mm CnC = D 5) IT zoo _ m r� 0 0" � N Z) O (n C O R l O 70 � D z�� = r DDN 70 Z D DSO (n Z ZC 0 00 0 0 O 0 C c Z � 00 D 00 I � W N (n (n N co D 0 ; Vl N I > D NO oA =� ^ D K: r �WfT�tyO �^ � (n (n 20yr� O DrzrlD z 0A x� zDC nA ZC Z O 70 M n� C M (n0 D z 1 xo z (Ni)m y0 m m� MIN. M (n N o v 00 �z OD C -)C > -Ti mm 0DDK mCCD DC �m =o00m I DTI OD mm nC co -10 �W C) (7) D �Z ;u G7 Z)1 OJ O D 00 N _Tl mm W c m cn00 = N� O m I I 0 Oc I I z fmrl moo D Motor X AO m \c- O N O ;p 0 �mom l 7, (A � K D r Om O n { mvoO I,N..I c� m �czm �0m W H r v vm DM2: NM �� m0 a � m�z m z m 0 o m m (n M Zoz m�0 �D70 M;uo m m m D U N 0 n > m n0 Nim NmT1 CI N m c m(nm _ mm A O -n 0O =(n�� U) N m �m T1m m r*I m Z N Nm z� D N O� �m m�o mw o Omom D m N E5:0 O 0 ) Z< O r0 r O C7m N N D \ z 0 G7 c) m0 p r mm O N 0 O 0 O (n- c/)- mD xm�(n rcc) m m��70 pm -x o�Z vN 0-< c� �cn cn r -0 m-0 N-0 O zozo amm c) M �o D gmmm OZ c N N m= rt m X N '022 m ozr 0 m m --A0 — rcm z r� z m (n (n O D m 0 (n C) S D Z) O m m Z7 -T O �J 0 O Z (n C 0 O Z D 0 < m (n Z 0 O 0 Z 0 u m Z Z) (n O Z O -T m Z m G) Z m D F- > D z z D m O C 0 m (n c/)Jm co C7 Z) F: Z N o0ITp ZmD m C C7 Z 0mu 0 'u N 0 C �mm CnC = D 5) IT zoo _ m r� 0 0" � N Z) O (n C O R l O 70 � D z�� = r DDN 70 Z D DSO (n Z ZC 0 00 0 0 O 0 C c Z � N x z C IV cn m D O Z = cn z 7 m �l (.mil D �go� M <M>ccoc) m0�<Dcc�� o mmm D�y Ai>mMFCZ)aom A I AFDmTrr CZ)mm yAy nA0 A �AZV1Nz�� ' > -Ti �AZVI�ZCf�*1m Z7 MW zzcZ, Z��4vWAzZ O <��vmAzz mmz m �mZ0�Nmmm om mm��mmm o 0 (n Z m n mMtn 9: mA M En m 0 A om o O A rOm r Oma (^ N �� m Cn N Z' -Z Am r_ 0A m m 1_ D m may_ o cD n ZmnN z y z o n O W c n OO 1 A o T- m yr z'r z m O� v mm 'n �ZZ 0 15 mn vv' to o- 3 1> O 0z m F_ rF� r C.) U) O (n y Z 3 M M M M M M M M D x MM K M K M M K 0 m e D �CpF z m - .sM o 000000000 v oov000000 A mm 111111111 I I I I I II I I c o 0 z ��CD AAVw�VO Mm c A?V W(AT VOD OAi� Z r En T. O oo ?'a f G of ZEMmm n0 m D 2 m 0v O Z O FO �< �� O v Z �NN�DAA�NN OAAOO�OD�NW 0 ��Mvoti�� r��ti�M� z , r. \ JN m D O 9 A- Z N O O IAmo x = z�0 M _ M OACm7 (no ��xz T D O O9 mg 0mmm v A. 0M;u �Am _ �cmio M ,) z omv " (zi( < a Z O a 0 M (n m z D F_ m O D Tl 00 D m Z D � W N (n o m om Vl N I > D 0 E: C) (n -p ^ D K: r �WfT�tyO �^ � (n (n 20yr� O DrzrlD Imp / zDC nA ZC Z O 70 W m-� m C M (n0 D z DN `. z r S> (n (Ni)m y0 m m� O � (n N A �z OD C -)C > -Ti mm 0DDK mCCD DC �m �C DD �m OD Dm nC DTI OD mm nC co -10 �W C) (7) D �Z ;u G7 Z)1 OJ O D 00 N _Tl mm W c m cn00 O� cyl N� O m I I I I I I z fmrl moo D Motor X AO m \c- O N O ;p 0 �mom l 7, (A � K D r Om O n { mvoO I,N..I c� m �czm �0m W H r m = F_ r �� m0 a � m�z m z m 0 m m m (n OOOr00 m = m�0 �D70 M;uo m m m D U o0 0 0 n O N /_\\ Nim NmT1 CI N m c m(nm z c m C mo m -n 0O =(n�� I'r'I om m �m T1m N Z r*I m �-I m N Nm z� D N O� �m o mw o Omom D m N E5:0 O 0 22 m O r0 r O C7m N N D \ z 0 G7 N No m0 p r mm O N 0 O 0 O (n- c/)- mD xm�(n rcc) m m��70 pm -x o�Z vN 0-< c� �cn cn r -0 m-0 N-0 O zozo �D c) M �o D D c N N m= rt m X Wm m N '022 m ozr 0 m m --A0 o A z r� r Z � - CT�� Zo m K: 70 �� D c�zc�m Z 0 z za D 0 00 _ o m; o p W C ZD Dr m� O 70v Z (7)o �o c) m m �� E<— �> CD �� ZN c/) U) m mo�g Z� Z A m y C-) 00 0� Eq o O m� O p(n ooOmzM D C D M o m D� r m Z N = o ocn 0 rD f,Z-1 m X IAT' I z D 0 � � n1mT1 c z om0 C \� m 0 0 00 N� v o Zm �m O D D (n (n (n (n _u N v v v D Ozmm � I I I G) O r �N�o C7 N C4 D W 0 OZ ZZ m 01 0 � (' DD Z x Or C r,K..1m O O Z r- D I N cf) cf) N K:N m �� I I I I �m ;u c) A r� �- =o (zilM m (milmD x o O O C � c) D C C C C C O 1 z 1 I N 0 W � z C � 2 p n m (-)o .ZJ N D D D D D D I I I I nz D m 0 D o o m m D o N m 0 0 mM M I r - -Ti mK>m (mnoW �cci -uZ^DK0 (�) mm;ZmT> fNT1CZ<W�Z� mK�OmD�m �CKG>�G>D00 m� _<>6:x0Ml z O m D NCp m 0 m 17T '—m�Nm 0o m om M(�(A (nmO0z0�� G��c�n0 Dim N MO mz-1 =mvz zz ��mDm m N z�-1�z0 7001 n z01m z ->X-00 N� D �O��m 70 m0 N �D�(nrOD 00 UI R.M<�0 IOIDO (n N� ..pO�WOD\ ZZC-r 70�o OCmO-< O D Z 6 z\ m, 0 m r z r O= z o= N; o m p ;nom \Om ° m� �� mNG7 MNDv ��OZp�� Z G7 701 z m o0 1-1 cm -u cn M G7 D OD .� = D Tl 0 D m m D D z n z m N 1 o m o N\ z D G) z p N p z Z 70 D N x z C IV cn m D O Z = cn z 7 m �l (.mil D �go� M <M>ccoc) m0�<Dcc�� o mmm D�y Ai>mMFCZ)aom A I AFDmTrr CZ)mm yAy nA0 A �AZV1Nz�� ' > -Ti �AZVI�ZCf�*1m Z7 MW zzcZ, Z��4vWAzZ O <��vmAzz mmz m �mZ0�Nmmm om mm��mmm o 0 (n Z m n mMtn 9: mA M En m 0 A om o O A rOm r Oma (^ N �� m Cn N Z' -Z Am r_ 0A m m 1_ D m may_ o cD n ZmnN z y z o n O W c n OO 1 A o T- m yr z'r z m O� v mm 'n �ZZ 0 15 mn vv' to o- 3 1> O 0z m F_ rF� r C.) U) O (n y Z 3 M M M M M M M M D x MM K M K M M K 0 m e D �CpF z m - .sM o 000000000 v oov000000 A mm 111111111 I I I I I II I I c o 0 z ��CD AAVw�VO Mm c A?V W(AT VOD OAi� Z r En T. O oo ?'a f G of ZEMmm n0 m D 2 m 0v O Z O FO �< �� O v Z �NN�DAA�NN OAAOO�OD�NW 0 ��Mvoti�� r��ti�M� z , r. \ JN m D O 9 A- Z N O O IAmo x = z�0 M _ M OACm7 (no ��xz T D O O9 mg 0mmm v A. 0M;u �Am _ �cmio M ,) z omv " (zi( < a Z O a 0 M (n m z D F_ m O D Tl 00 D m �� W (n� (n (n (n om Vl N I > c C c I I I C co n I I K e? o 0 0 Z m r z W N =� C M O mDz0 (n (Ni)m y0 �(zn p(zn cc W� m0 � (n V)z A �z Z �o Z< p0 DC �m mm m� �J �� 7m Z >W>0D(n m�o� D zm �cav �c� x O (n D Zz N _Tl mm D c m IO D �N m zl m o0 A m� u� o r mr r m r r v� M ocn fmrl moo D Motor X AO m \c- O N O ;p 0 �mom l DC7 K o r Om O n { mvoO I,N..I c� m �N O m = IT1 O �O L7 O r N x z C IV cn m D O Z = cn z 7 m �l (.mil D �go� M <M>ccoc) m0�<Dcc�� o mmm D�y Ai>mMFCZ)aom A I AFDmTrr CZ)mm yAy nA0 A �AZV1Nz�� ' > -Ti �AZVI�ZCf�*1m Z7 MW zzcZ, Z��4vWAzZ O <��vmAzz mmz m �mZ0�Nmmm om mm��mmm o 0 (n Z m n mMtn 9: mA M En m 0 A om o O A rOm r Oma (^ N �� m Cn N Z' -Z Am r_ 0A m m 1_ D m may_ o cD n ZmnN z y z o n O W c n OO 1 A o T- m yr z'r z m O� v mm 'n �ZZ 0 15 mn vv' to o- 3 1> O 0z m F_ rF� r C.) U) O (n y Z 3 M M M M M M M M D x MM K M K M M K 0 m e D �CpF z m - .sM o 000000000 v oov000000 A mm 111111111 I I I I I II I I c o 0 z ��CD AAVw�VO Mm c A?V W(AT VOD OAi� Z r En T. O oo ?'a f G of ZEMmm n0 m D 2 m 0v O Z O FO �< �� O v Z �NN�DAA�NN OAAOO�OD�NW 0 ��Mvoti�� r��ti�M� z , r. \ JN m D O 9 A- Z N O O IAmo x = z�0 M _ M OACm7 (no ��xz T D O O9 mg 0mmm v A. 0M;u �Am _ �cmio M ,) z omv " (zi( < a Z O a 0 M (n m z D F_ m O D Tl Z7DLnzU D m �� W (n (n (n (n om Koo_u I > c C c I I I C �m I I K e? o 0 0 Z W N r a m� W N C D C O mDz0 (n (Ni)m y0 �(zn p(zn cc W� m0 � (n V)z A Z� =m IST Z �o Z< p0 DC �m mm m� �J �� 7m Z >W>0D(n m�o� D zm �cav �c� T (n D Zz N _Tl mm D D m m �z mm �� IO D �N m m o C n m r - C", �" _9r o A m� u� Z r mr r m r r m�� ocn fmrl moo D Motor X AO m \c- O N O ;p 0 �mom l DC7 K o r Om c � { mvoO I,N..I c� m �N O mm �- IT1 O �O L7 O r �� m0 a � .ZCJA mz�m�aTl 0 COnczi�Dv 0CnnZ p Z (n OOOr00 m = z W N o0 0 D Z O N /_\\ L7 _ -_ D < �C m W x ; Z D m -n 0O =(n�� I'r'I Z� G7 , m, N T1m N Z r*I m �-I m O W z� D 0 C() -. p W O� �m o mw o Omom N �o vZ 7u70 Zl c) 22 m O r0 r O C7m (n 0 m I �pDm N No m0 p r mm O N O m � (n- c/)- mD xm�(n rcc) m m��70 pm -x o�Z vN o c� �cn cn r -0 m-0 N-0 O zozo �D c) r cn 70 �o D D C7 0 =� N N m= rt m m 0 N '022 m ozr 0 �m --A0 o --i::� rt2 rtG� D cl r Z �m c D m 2 - CT�� Zo m K: 70 �� D c�zc�m Z 0 z za D 0 00 _ o m; o p W C ZD Dr m� O .0 .0 O D .. Z (7)o �o c) m m �� E<— �> CD �� ZN c/) U) m mo�g Z� Z A m y C-) 00 0� o- ND c') O m� O p(n ooOmzM D C D M C 7 m D� r m Z D = o ocn < , rD f,Z-1 m X IAT' I z 0 0 � � n1mT1 c z om0 C \� m (mn 7 or'jm O N� v o Zm �m O D D o rD DZ DmCm C = x D � D � o r CD C7 G) r� mcn G) O r �N�o C7 D ZJ x 0 OZ ZZ m 01 0 � (' DD Z x Or C r,K..1m O O Z r- 0 ii D O O D vD � 0040 m o = (n r G) ori m �� m in o m D ;u c) A r� �- m m (zilM m (milmD x m�mN z O C � c) D C0 c D O O �z z K Fn (7)a m r z C oocn o r0 Z�ox p n m (-)o .ZJ N c C7 m x N x m z C�mC 0 N z O D D m 0 D o o m m D o N m 0 0 Z D z DC) D D m D � Z M m 0 m zx r \ mO0 N CmCcr -j � D z cn �� N M 00 Lo O D Z O p m �� z A ;nom C m ➢ 0 Z G7 z z m o0 Om D : cm -u cn Z (n m Z7 o I o 0 p o N\ z D G) p N p z Z 70 D D O O _0Z O CO. �_ m mm C-) :per m O G7 (n D C I 11 m J Z7 C. o cn 70 m m� 0 F9 z 0 < = D x O ImTI O C7 Z7 f,K-1 y D �� --Az m z m L7 D < Cl Tl lC--)l I Z I --i A � ZZ C -0 .Zml ".ZmJ P D o O O m CU � O ; D N .ZO K:D z m D m z C ➢ M O D 2 m p z Lf) =1 o c Z p C LO M cn D o m r M �Do < r N M 70 D Z7 M (/) . mmzm z .Z7 p � (n c N G7 0 z Q Fri �� FTI C) c < Z7DLnzU � m �� W N (n C M Wzm Koo_u — r< (gym mm �m 0�7 O S. e? o 0 0 O Z - a m� NEW RIVER TOWNSHIP, WATAUGA CO., N.C. m z C D _ O mDz0 (n (Ni)m y0 �(zn p(zn cc W� m0 � (n V)z A Z� =m IST Z M =� Z< p0 DC �m mm -m �J - _ ..... Z (n Dr(n Z m�o� D zm �N OZ= m= Zz N D rK:Z) m p� DRAWING TITLE m �> Z� 0 Z�z< C m�� z C722 m C Im J mo �mom l DC7 K o K m c � I __ ,T m D r o lam' D m m D � (n _ D D m 0CnnZ p z (n r = z W or"o D y0m C O-0�r �O cOmilzrnm Z y r O _ -_ p < �C m W x ; 071 Z70 -r r 0 =(n�� o Z� G7 00 T1m z 70 O W mN�� — C oN O� O o -71 D O m/Om�m mD m Z m 22 m To G)E< C7m Z O o m 02 N Dy nD mm O N =ZDN � (n- c/)- M= 0 IT 0 o m �cn cn r O r N c7MG 0 O zozo z Iml C7 �o oz o D N N m= m o CD Z Z 0 ;:0 �' z D --A0 ;:0 --i::� G7 cl 0 r�C7m --AmD 1 I I rim �� zm c �� O 0 �� — Ohm m o m - O D Z - < =D� � m �� --I r (n yz M Wzm o U) zo n t I— C N S. 0 0 , O Z - a m� NEW RIVER TOWNSHIP, WATAUGA CO., N.C. m z C D U) 0 O m (n m _ � O 0 DETAILScn � (n V)z A 0 =mmD r- r O z (n �� M� _ - Z (n Dr(n Z �D(nm 0 m D M 0 c �� N D mC OCO m p� DRAWING TITLE m PROJECT TITLE *= 0 Z�z< C m�� z = m --im J mo �mom l r- K o K m c � I __ ,T m C7 r o lam' D c" = z � (n _ D Zm 0CnnZ Cr .Zm75N m r z z W or"o D y0m C O-0�r �O cOmilzrnm Z y r O _ -_ p < �C m W x ; 071 Z70 -r r O m z o 0 m m o cn cn cn 70 p 70 m O W — C oN O� IT D O m/Om�m mD m Z m 22 m To G)E< z0m Z O o m 02 N Dy nD mm O N o � z c/)- Z� mm ;:0 o IT 0 o m �cn cn r O r N c7MG 0 O O D z Iml C7 0r — M D mmc� m D� N N m= m o CD Z Z G7 Z7 " ;:0 �' z D O ;:0 Om G7 �Zm o pn m m 1 1 1 I I rim m (nom m �� z� 0 �� 0m r D 7-\ CD CO O c/) U) m mo�g cn o c7 r -- o0 0 m y C-) 00 0� IT o m aAczi NW� �� om r m Z D = o ocn � N Do m r X z 0 M= n1mT1 c p� �� O O m S2 z m� (n v o Zm �m �o m zC D m D � Or � m m C7 � D ZJ x 0 OZ Z D z 70 mx o m o � 70o Z r- v -N n N -iCn N o � [ 2,_0„ O z m N j cn O 00 = m 0 m yz 0 ~ o Z � m I � CHAD HOLLISTER n t D C N M < D , O Z EROSION CONTROL a m� NEW RIVER TOWNSHIP, WATAUGA CO., N.C. � C D X M zJ z m (n m D N c O W DETAILScn � n V)z A N 0 = O m --A o� 0 0 00 M 3'-0" 5'-0" MIN Z7 70 D 0 0 _ m 0 D D N - D Z � (n D ,:- Z Ul Cr1 N C7 m=cz \ (n O = IT Cf) Nm D 0 rm�a0 W0-0 KKWO -0(no zc Z D o�mo 'n Z O mmz Kr m5mc mcg rz �7 mz�� z 0�� m0 CrrlmC moi, Z7 D m� �m D z = �r zDz mz I N Oma c/) ��m C7z=C7 �C7m n m =D�7D� Z n0 0=D mom z0 Ci m c0 >z Z 000 C7NOz-DI ITI D CK Oz zD0 �CO�m m D Q C. =(n Z O 0 ZD D O � m < m o m o m m m22 m = G7 > 0z m Z=r 0. M� Zr 71 D - m o- D m(n Zr (n z om�r� �r CO0 OOz mm=� ��0 D fTl N W D r (_7 D m ;7 M;u--A1'l-Iz D �� p m�0= D�(n 0 Tl m �)OOZD C7 �D Z �G�=� DDN C7 D D m M X C) o D D m�m�o D Dm =� ZD�m �mfmTl m OZ �� K: CO Z m0 0N- E: c-0 X D 0000) r OD> cn� =O I mm K0- IT 0 r- >M M mD ;uU -0r= ONS c� � m Km�� o pal G)Om= _TI 0 OZ y r - M DD c �0D �m �f0T1f0T11=)n C0� Cf) inm�o mzm � O rJ = (nco �z X� mr m O F9 c: m(nZm Z 0 D(n X00 �O=O yOOZ = �or�Tl 0 r� m=m0 �Co z Zhu mD Z G-)CDmD om0 Z m�= �O G) MC) O DN �' cDi)p0r<rt m C) �m IT ;a Z D T W N o O 00 = m 0 m O Z Z 0 ~ o Z � m N CHAD HOLLISTER n ;ar g C N M < m 1 EROSION CONTROL NEW RIVER TOWNSHIP, WATAUGA CO., N.C. Z N m -4 mz zJ z z (n m W N c O W DETAILScn r OWNER V)z A __q r- r 0 O D �� M� �WZD7r D m r'"I Z (n Dr(n _00 C7 BOONE STORAGE y �' m m�� oZ M� � �� N D mC OCO m p� DRAWING TITLE m PROJECT TITLE O < O mr -0Z70 O m D NZC7 _�� m IT 0 c/)� gym= Cn c O 70 �m ^ D __-,> 0-� _ a7 IT K(D : I M p G) �m D 2�iz m z _Cf) D 0 00 D 0m ;a O m 0� O m = c0 00 �I rn ()I (A N ZM>MK0Mu--A co 0;u 00z(A0 ;0 a� z OK-�N �J DDUCD (nm(nmCZOm=�m�mm(nUID�mN D- 0D= m r <z �n��Oom70 I�r,01 j��C710T1z= OZ>�Zm7 `n r�(nr�l �Cm�CDm0�0f�Tlm�O��Z> z.-CD7>mNz �p Z7z=OO Cmj�ONZ 0o=Zm� pozDpr�02�p�G�z��`.o`.�mmD pm DG7 Z�Dn��OZm *700=1wm Z�fT1C7N D D 0�Z ^�Z0ZD mm OmzDZz�WmrgfmT1D>O-<0zc- oor Dr mOm� 0 Cnm��10T1 C�DOD�OC7 �On10T1�mm�mDDc�Nz m� TIS p !', =00MMcn �7�m�mD00a- Wm�Dr=D�=orCO7 0 ccf) 70 IT � r0��7D �m(n(nC<-��0--z - =m cnD D- -rJOmm r ODr 0' TtD00mZm0 �� ZO�cnnmMOz 0OZ M >� ZO CO�CZ DO�mNZO D�mZ7mN�==m CJZ7D nD ZKZO m r�W m ��W m r-�mnr�mm��Ttmr=ODZ mZ -<>00 > K=�0 p M=mDD-0=O W �pN=r(nr�-O mO �CO� Z om �D m70p07rOmC� �7�0(n�W (n <(n Z;70� m M0 0z Z7 INTI CmOmZ��=I�T'IOC=O�Omm �0_7O05. 70O D� �D o m�z0�cn-uDz-�--AC c �K �� --I> D� 0Z Z uDO2OD;:00M 1m0�7D�DmZ K� mz o>r-> 00 �D 00 �ZZDr�m�Z -(n co m 0;7 TI(nOGOC7r (n-Ip1',-lmmoomoC <O z> W �_C mZ <z -0> ;a 0= OW��m o z0 0rzzm 7 n A p�Dm=I(mnOZr �ZpoOZy�Op= �� DZ ��_� o Or =00 O <� U) --A (n0 �pO�m p� m0 Cm(n oD Do = W OG=WmpC �0O G7 TOm ODzDO>m K=Zr0� CO mm2CONm K 0rZ K: F_ 70 C/) DD �r- -0�CO m;u z� m OOG)cncm< =�00 mD=DO mC>� 00rr1 OD(n DG) n r-MOOm�m mmp�0 m�� Imm > 0=� �D m0 r DOC 000 -mZl zODZ� _� DC Zp� =r ;:a ;u C7 � � z (nm C Or <M o MN��=O mzOr-71MM0� Z� o� ohm cn Nm oz z cnoO=m�Z m�DmOCO OG -mom U5 70 o� m�� 0� �O Z�zrmmcn m�mz Mm om cn �CD0 0 C) m o i r0cf) �DO(mn m� (n-71 0 0z �mm zZ =m C��(nmD K K�(n �(n 0TH =(n IT Z o �m m m (n (n r�0�0�� D= =m z (nn m cD ozZzO m� m0 zZ Om m oo !m � N m 0 � Z z O O N D m m z 4, W N o c0 00 J D cn -P,CA N M ;ar g C N c/)RN R m m -4 mz zJ z m Frim m WJm 0m Gn G N �r- W N �m n V)z m o __q r- r Fri O D �� M� �WZD7r D m r'"I Z (n Dr(n _00 C7 fTl y �' m m�� oZ M� � �� N D mC OCO m p� o m m *= -< r SDN rxc w m�� f = m --im J mo m KU)mzO r m m c V)n �z � D cf) � Z7 -i O D -u- m o �z=--I=mxOn ;D my D D Zm N Cr .Zm75N 6mFlnm z W DzO y0m C Z� 2m �O cOmilzrnm Z Z C m O o m mD01 cUnN �; < �C m W x ; M O m C7 C rn D cn W� m m m m o cn cn cn > p 70 m O W C oN O� O O m/Om�m mD orN m 22 m To G)E< mAn r N z ? m m 02 N Dy mm O N o � __j ;u -1 m Z� mm ;:0 o IT 0 o m O r N c7MG 0 O O D 3 O O" Iml C7 70 M D mmc� m Acmil Ko N N m= m o m Z G7 Z7 " ;:0 �' z D 0 ;:0 Om G7 �Zm o pn m O ('' Cx z z O (nom m �� z� 0 Z 0m r D 7-\ O c/) U) m mo�g cn o c7 r -- o0 0 m y C-) 00 0� zz o m aAczi NW� �� om O Z D = o ocn � N Do m r X z 0 M= n1mT1 c p� �� O O m S2 z m� (n v o Zm �m �o m zC D cZ')� D � Or � m m C7 � D ZJ x 0 OZ Z D c 70 mx o m o � 70o Z r- v -N p0 00 N -iCn N o C mz � m in A ; m � Z C O C � D C0 _0G) O O z K Fn (7)a m 70 r x m cn (-)o .ZJ Z C7 0 N z O r O D 0 0 cn 0 o N m 0 0 — 0 D z DC) m D � Z M m 0 m zx N Z � D z cn �� N Z O Z 0 m O r*l N 0 m 0 c0 00 �I rn ()I (A N ZM>MK0Mu--A co 0;u 00z(A0 ;0 a� z OK-�N �J DDUCD (nm(nmCZOm=�m�mm(nUID�mN D- 0D= m r <z �n��Oom70 I�r,01 j��C710T1z= OZ>�Zm7 `n r�(nr�l �Cm�CDm0�0f�Tlm�O��Z> z.-CD7>mNz �p Z7z=OO Cmj�ONZ 0o=Zm� pozDpr�02�p�G�z��`.o`.�mmD pm DG7 Z�Dn��OZm *700=1wm Z�fT1C7N D D 0�Z ^�Z0ZD mm OmzDZz�WmrgfmT1D>O-<0zc- oor Dr mOm� 0 Cnm��10T1 C�DOD�OC7 �On10T1�mm�mDDc�Nz m� TIS p !', =00MMcn �7�m�mD00a- Wm�Dr=D�=orCO7 0 ccf) 70 IT � r0��7D �m(n(nC<-��0--z - =m cnD D- -rJOmm r ODr 0' TtD00mZm0 �� ZO�cnnmMOz 0OZ M >� ZO CO�CZ DO�mNZO D�mZ7mN�==m CJZ7D nD ZKZO m r�W m ��W m r-�mnr�mm��Ttmr=ODZ mZ -<>00 > K=�0 p M=mDD-0=O W �pN=r(nr�-O mO �CO� Z om �D m70p07rOmC� �7�0(n�W (n <(n Z;70� m M0 0z Z7 INTI CmOmZ��=I�T'IOC=O�Omm �0_7O05. 70O D� �D o m�z0�cn-uDz-�--AC c �K �� --I> D� 0Z Z uDO2OD;:00M 1m0�7D�DmZ K� mz o>r-> 00 �D 00 �ZZDr�m�Z -(n co m 0;7 TI(nOGOC7r (n-Ip1',-lmmoomoC <O z> W �_C mZ <z -0> ;a 0= OW��m o z0 0rzzm 7 n A p�Dm=I(mnOZr �ZpoOZy�Op= �� DZ ��_� o Or =00 O <� U) --A (n0 �pO�m p� m0 Cm(n oD Do = W OG=WmpC �0O G7 TOm ODzDO>m K=Zr0� CO mm2CONm K 0rZ K: F_ 70 C/) DD �r- -0�CO m;u z� m OOG)cncm< =�00 mD=DO mC>� 00rr1 OD(n DG) n r-MOOm�m mmp�0 m�� Imm > 0=� �D m0 r DOC 000 -mZl zODZ� _� DC Zp� =r ;:a ;u C7 � � z (nm C Or <M o MN��=O mzOr-71MM0� Z� o� ohm cn Nm oz z cnoO=m�Z m�DmOCO OG -mom U5 70 o� m�� 0� �O Z�zrmmcn m�mz Mm om cn �CD0 0 C) m o i r0cf) �DO(mn m� (n-71 0 0z �mm zZ =m C��(nmD K K�(n �(n 0TH =(n IT Z o �m m m (n (n r�0�0�� D= =m z (nn m cD ozZzO m� m0 zZ Om m oo !m � N m 0 � Z z O O N D m m z 4, W N o c0 00 J 0) cn -P,CA N C/) fTl mz zJ z m m 00 0m Gn 70 m n V)z o �0 M O m �� M� z� Zm O _ � �� IT m C �0 m r ;um m m m o Mm� = m --im �C cnM r m m c z m Z O zZ m IT Z7 1 T 0 D D O m ;u � m DzO Z m D M n= D O Z r O� z (n orN (n D Z (n r N z D 0 0 0 r 71 m N o � __j ;u =- m C7 IT 0 o (n m O 0 Iml C7 Z M D CO Z D Z f�Tl - m 0 0 ;:0 O G7 2 G7 m� m� z z O O - 0 Z 0m r D 7-\ O 0 o zz zz m m n ;um n O Z D = z C7 m r X Z 0 O O m Or � m m C7 � D ZJ 0 OZ Z D c 70 m� Z r- O f�Tl 0 gy C mz co m �o ; m � Z C O C � D C0 C 00 O O D Z 0 !T m 70 Zp (-)o .ZJ Z C7 0 N r (n D 0 0 cn r- (n ITI 0 — 0 D N M D m m D � Z M m 0 m m N Z z cn �� N � O 0 m 0 z o0 (n Z7 --d GZj M :per O O D D \! Z7 = m Z CON 0 x CIO �� --Az L7 < D � ZZ C Z m .ZO K:D z M p c p C o m M < r N M 70 D Z7 (/) . z � (n IT I" Q 0 o O o I z O D cf) m z � o IT r X C \ M M /. r � O M 1 M X D_ Cn � (sl N 0 Z 0 000 0(n= IT W= =o= W mr Ttmm K� Dm GOTm --Im0 ��N � om =mom c ;a I mOZ� ZZ7 cnm X00 � o ) 0� DcnD _0� rN D>0 0 J �=Zu ZD m= TI 0m =rC Om Oor rz= 0 r m m Dm X000 DOz m m 0 O CQ -11 mmD S2 co mm ADD 0 Z 70 �0 DCD D mr m Z z Cr IT �= O DD CZ �r =X =moo Z =C7 D0 IT rm DOS (n rm Zm Cf)z m� �0 C0� =m0 70 C7m DO m= m�z IT m 0 7\ D m IT 0 m S CO "� > D �� Om r rZ m D m = Oz Z r m z Nm m = rW� D m m m IT 0Z OC =C) mDm z =C7 m z0 a 0 mm m z FnmD m z N m D m _ p 0 CIO 0z m M r 0 00 r m CO Om O CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, INC 28603 � Cf) O ( Om OD Z 0 mn r m Z G) _ D (n Z m 0 m (n (n D 70 FOR AGENCY REVIEW m > D '0 D D D _ 0 o . ____j 'oa 6'�� F z IT I" Q 0 o O o I z O D cf) m z � o IT r X C \ M M /. r � O M 1 M X D_ Cn � (sl N 0 Z 0 000 0(n= IT W= =o= W mr Ttmm K� Dm GOTm --Im0 ��N � om =mom c ;a I mOZ� ZZ7 cnm X00 � o ) 0� DcnD _0� rN D>0 0 J �=Zu ZD m= TI 0m =rC Om Oor rz= 0 r m m Dm X000 DOz m m 0 O CQ -11 mmD S2 co mm ADD 0 Z 70 �0 DCD D mr m Z z Cr IT �= O DD CZ �r =X =moo Z =C7 D0 IT rm DOS (n rm Zm Cf)z m� �0 C0� =m0 70 C7m DO m= m�z IT m 0 7\ D m IT 0 m S CO "� > D �� Om r rZ m D m = Oz Z r m z Nm m = rW� D m m m IT 0Z OC =C) mDm z =C7 m z0 a 0 mm m z FnmD m z N m D m _ p 0 CIO 0z m M r 0 00 r m CO Om O CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, INC 28603 � Cf) O ( Om OD Z 0 mn r m Z G) _ D (n Z m 0 m (n (n D 70 FOR AGENCY REVIEW W:\Projects018\18023 -Boone Storage\500 CADD\560 dwg\BSU18023LSN_101.dwg, 1/17/2019 2:26:51 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION / \ D �o o � CD N 13t'8'15" E \�- \ �\ F F \ 93.87' N 1°28'14" E \ � \ �_� , J 08.8 ' CD �\ JI . — X w X x X — — \ 1 04' fEveli", Idol \ i cords 424 Page 138 Robert Id PIN 2931-01-$447-000 �� Wife of and i � , Eve ina M. Idol� Bo�PIf grds 1118 Page 7 0 2931-01_869 I 0 NOW M PH r� z � F_ :�:7 FTI m D 11, z F— C \ F_z rnz FTI y m CA 77 r ;;U � D = N mm o1 x� X n o \ m 0 _ -10 m <0m� �m �� =o m A �w m o N z z x Zm D2 o zm < zo D c \w � om 20o Am O O < AD Or �m z x m x� A m N m m rD m U) n N OO o - m N O - O C7 O p f< U) C) ZJ M � a z j m w c m y Ti 55 CHAD HOLLISTER o ccn c n C/)MO �O D D = m r Z IM O �6 p p O M Tr1 NEW RIVER TOWNSHIP, WATAGUA CO., N.C. zcn N p z p 0l O z WrQ C 0 LANDSCAPE PLAN Z D OWNER r o O D Z 71 71 �D cin o x OCA cn z cCi, D W m r A M z m o D p 0 0 Vl - Z 1771 p O D DJ D D BOONE STORAGE Z7 � O m 7 r - m C D z � D Z DRAWING TITLE = PROJECT TITLE PH r� z � F_ :�:7 FTI m D 11, z F— C \ F_z rnz FTI y m CA 77 r ;;U � D = N mm o1 x� X n o \ m 0 _ -10 m <0m� �m �� =o m A �w m o N z z x Zm D2 o zm < zo D c \w � om 20o Am O O < AD Or �m z x m x� A m N m m rD m U) n N OO o - m 1 N O - C A z O D� m Z — A 0 0 9 O 0 D m D N m n m 0 � D m 2 r z O ' < Zm Z N Urm F) D Z m Oo m D D4wo =o o CC = N O 71 A N m z 0 A m GD M �x D (n p --� mz c� ODS cno M M p z m0 m O g� KZ mo m A m� z m� M z TO M D = r O Z � D zm zo O O C z �� mo co M 0 GJ D Z x rT, r D ZC) � r— �_TO 1771 01) r- O cn z r M frT1 D x K: z z p o M W N W0) m 0 A Z :D N ;0 m S� W D O r 0 p D _ D z K L Z N m O CD o � WN O F_ O M S M r D D O Z Z O G-) N< n D D a A M m (n TO D z Ul 41 CA 77 r ;;U 7O cn v7 Z7 M m m m --1 O m mD 0 O> D O - 7\ O z Ln O C7 O p f< U) C) ZJ M Z Z X O (n O 55 Z O Ti 55 C M m D_ 1 c n C/)MO �O D D = CD c r Z 17171 cn O �6 p p O M Tr1 D r- N p z p 0l O z C 0 D Z Z D O C L, r M D Z 71 71 �D cin o x OCA M p m z cCi, D M7T m 0 M z m o D p U 0 Vl - Z 1771 p O D DJ D D z Z7 � O m 7 r - m C D z � D Z O _T1 = D _T1 p m 0D 0 M O Z c 70 D OZ Z Q m cn C Z Lo y M 1771 CD D r z r D O z z m0 m O g� KZ mo m A m� z m� M z TO M D = r O Z � D zm zo O O C z �� mo co M 0 GJ D Z x rT, r D ZC) � r— �_TO 1771 01) r- O cn z r M frT1 D x K: z z p o M W N W0) m 0 A Z :D N ;0 m S� W D O r 0 p D _ D z K L Z N m O CD o � WN O F_ O M S M r D D O Z Z O G-) N< n D D a A M m (n TO D z Ul 41 CA IV m z -o Cn O 17171 D� M z n cn z (n O =K: D cn D K:cn� z Ln O C7 O �-D D 77,Z r7,� O = _U _c) =D zD �Z7 -1 0 _ O --1 7 r - D_ 1 rTl 171 M �O r - r Cf)m 1 O D= -i O D D LJ z� z --i � O y Z - 0 N O Z 1771 F: W r- z p o z Z D O C L, r 1771 71 71 �D cin o x OCA N z cCi, D M7T 0 F- �O n p-0 O D m z CA _ � D m O o C z � D 0 D Z = G7 CID n m 0D D r - Z z� 1771 .D y z m cn C y M 1771 CD N z 0 0) Lp � Ct4 M m=mZ �CZmmDm=��rCDmzmo-Z__1_T1 > m C D o D C r D O z O m m O< U)-- o N m x R M 0 M= o C�- z�rN"mmN=m� I z �� --A c: OZ�N C ON zcn �N K: U) ��0 C)C) N-- KOOOm-4Z �c�=��=O=mcmOZ^ OD�mCNcn �cz�z�Om�Cc�p*� c�Zco�KKzfl �L=xz-m N OBD=R;UZ__jMNr ==DW=G�ooCm -i I 0 r��-0 0 =D mcmo=mmComzzcnz cnz �0�ry—�c� - DD Dz =Z�m cn��noD0mm 0 D OU)m moz�=(nN ZZ 170 C M= z N m N N m Zcf) � N N 0 �v M N 0 0 r D mKn>>WomNG)� <D<=2O0=rr �-0rL. �� no zm�oNODaco--♦mDmZm�r-;N7_<? � OcnDmzmr I um Oco XXOr_mNc�cn=M-Ti> r =r�N�z>M>=0KN,�DO -V ZC)D nmOD��DWmr=DzmnrD�mX�p; =_9z --i ��c)mmXNDm�rm�0=m=m�,��-z= OZ ===ZmDxZ�XZ-�O=�Nm=W�N�ODZ��OC� N�mO m -cm_ Dm r0Drm zmmZn �Wzm==C �viyOmz=D�=D�DZnD�CnrZOEZ�= �NC� O��N�oDC»m��Wm�0�K DmOm-4Omm m _ _-u r N- K D D� --q Z m Z m Z= m O�oom�mzmm=DOrrm�Dm_i Mz Dxw=Om�N TI Om m ��ZZO�D oZ��r��mC0X XD Z0D00N O W m�CN��Dr�m�- �mm �� C O�DD•� _ r- ZmOOZK: --i �Omm::j0M �� m -D O m—Ti Zr C��1CG7WZ ADD=zZ0MZ--Tj IZ�= 0 z Jnr atop=m��mm��<= ��'rr�m�mp2m �m�D Dm= C) �Ij Mz0��0XKm^ ZZ O�C)C);a z0c zN< N mWZp�=�� D �_ �Z' _�� ;a K� Nzm D OcnN70=m�?mn.. Dv cm z= �OrmO N�Omm zC)D o _ m_ _ c� m m r� =0Z�rmc);aZ= 0;a �� CG7 rmT1��N ��ON Drz .ZD7 rao� �m��D Dp �� =mX �zmD OmK .ON. rmm m x W z� O mD Zr-Ti O>Dr -Ti K: W� m p 0 _ m r z_ X N r m C m m D = Z = _ X<M DZK =Z Zm x G7DzD I > Z�m OC�m � nom m� m� Dm �m o zm Cm= zp0� m _. o� nN m n� D IM mD N�� o z O mm m Mm0 CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 0 Cry 0 N O - m C C4 N N z 1 D z C) CID ^�C O c rD m ^ Oct ITI M r- N O Z N � D 0 D Z n G7 CID n m 0D 22m r - Z z� y z m z N M 0 N FOR AGENCY REVIEW W:\Projects12018\18023 - Boone Storage\500 CADD\560 dwg\BSU18023SPC_l01.dwg,1/17/2019 2:30:43 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER /ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION c m m � �•* D W O DD 2121 0-O C) m C) D> o - O D0. -41 2? CC'D D cv 12:1- 21 D D7' �.-. C-slZ] m C-� c m ,- V� DCn = uno)POO D(,d n D W n m(,a mn_p� m C7-* W n n ._'' o_ o W m m o m m (D p o p ry < m� � o = p o 0 0 - a= cso C.a a- = N a O U) j m O o 0 an m x 0 n n n W m C7 x C7O CO o D C.' O O' � D !R D W to D D o 3 o0 o D o ? D m = 0 0 _n < W (D = (D m rt �° N CO/) CD 0 C7 m 0 d m' rt O p O O O O O 0 N 0 O �F C C OW C 0 (O_) �_ ON ,O -F 0 7 d Z7 0 p O4 m m 0 ON N- M n O O- 0 l n a (D 0 D- m 0< O a C O O W .Z7 p p W 0 C7 Cn 0 (7 CD Z Z7 - -p -O tp �< - _. < 0 c f� n = CD - S O 0 .W -F = o m O) C (n • < �I O) (Ji W N m m = D (D << p m p n C C7 � < < m o rt 0 D 0 0 0 0= rt (p D `G 0 Cp , m o = 11 CD p a• n rt C n n N 7 0 (D O 0< m W N (D Oi C N m m<_ m m a O m rt n m n n m C m c�� O rto fl o rt A Cz nnn Con N O� mNN �� n m cn rt C a �' -O n n p O = S =« D< -o <_ n m = -0 0 A 0 D • rt . O m a o o •� o _. - CD m m -rtp m o= S - 0 a o m cp C = -o m cn m rt cn m o m •N c c r ._•m _ am = n m o m sr`� o_ y �m �0-- o (�D am x m m 0 3 sc cncnrt1 c z n m COn < �. m N N N N 0= O (On O a= COC COi) COj VO) rt• m (D c 0 0 m D fl O l fl CDi l C O = C m ON m �. Z =' (p `G m p m m 0 l O 0 N a p C -_ O o m O (D = (D C7 0 m O C/) - O O. m 0 (D n n O O CD O 7• m m m N (S7 Vn-i 0 C C G �. D �: N .�+ rt N n Cr!) m o m O m C7 m C A N 0 0 0 �, a �. = O 0 W D SCD s a 0 0 ' (D m O 0 2 X rt O O D rt p 0 0--__ J Cn =• Z7 m C') ,� _ = m N 10 m,. 0 c o- c n W m e < m S = S m C'7 < �D s o 7 n> > Z < D N o D X Z Z W W m y m D Em I O (D f c m (D m o 0 0 (D (n S p 0 rt S (7 (n cn m O' 2- = D a= Ci .O+ m 0 0 r rt rt 3 7- - 0 -DO rt D to =. Z n o D_ 0 N� m 0? O- rt o 0 n O O- N CA S o= .Z7 m C7 00 °° m to O O (O_) C D 0 0 a D Z N Q o 0 n o p m = = m �W < n - z -c < o < W o = O= a< m o m m m p m < c< O = m = �c� p<_ o rt �m N m S• CWn S COn a ry m m 0 Cn `< N p 0 (p = < m o- 0 n O m _ m D , O p n m Z m l O. O• =•CO D x O rt 0 0 to m e- m p a (D W S Q O X (� m d Z - S C N S C _ S rt m �< m m m rt .. . rt m - (./) �• m o a (p =`< _ -O C m O O p 0= > 0 m (D 0 (7• O O r�r7 0 Z7 c m (D r. = S to a p m= s o n n_ n m o csD n c =_ (n > >' m C7 m Z to p D (7 o m o• a an _n: c C7 m �, n n F S -(On to s p C'1 0 o N N,(O-- c D CI)_ �_ = m c rt m o n c n m - -= c cn a m i m S s m x ai _. D ' n c m o= o CD n 0 - -0 o m D CD C �O n S. C =0, O= Z D O O •• � = S _ n e n n p� O Z F 4* - O rt .� Nom= D N r m p (Op = c �. a m v a rt (n o< o n= �O n - D C S D A m �' O a O a m 0 2 0 an n-< n o 0< I 3 m rn= o o m O 8 a0 m m = a c m n cD o o (D _ ,(D o n o _ _ S �L Z Q7 p S S Z fTl rt X (lD o a r S C a c C7 .. W (p ,C D m 2 m _ _ CL D_ - m _0 - CSD O• -O ccj O N N m cp O Cp = (p' 0 rt p �_ _= m CD C m -O CD r C- (D W C °° 07� O 0 _. rt W m 0< O O -O O m 2- (�D 00 m O O m X m p o n < C 0 N ZJ (� m Z m ` U N N OOrt 0-0 rt- n C d p O i= m fn 0 S O (/) � D ' m O = n_ D o cD m O W m Q a= m r f D s m av o00 .O sm a = o m m O O to < m s- C m- z s D (D (D W < rn to O !0-r O O- D_ m an ap (D = (1) 0 O Z 0 a o O n m m < CD 0 p < m _ n (D m Z m < m G7 m .-o o a c n (n rn p cn a o n m rt D m 5• m-0 D S o 0 0 . n _• < m (D rtn a = o m f C-) n = CD O- m m S (7 -0 `t m to m< 0 S< O O- rto I N C7 to C r - m fA m n . N m (D . 0 6 Cr m o r n O• 0 < to m 0 0 0 O CCD p Z • E m O' O m m � c cD p = C =' O Cn E. o= 0 g n < I. o m 3 c a z m v )< m m _ c� m = Cn p Co m m CD <tn (D CD CO 5' 0 0 C 0• -0 ,0+-00 Cn 3- �- m O•, cD O N O , < �, n I• W S �• n N O O 0 X CD o o p 00 m m rnn a� D 3FA'= an s m m (D z o o o- o m O �c m = o•m S(p (n v c o o > > 3 m o 0 0 0 �v m z D 0 t0 D" D- m N p c O- Cn m < 0• CD (D• p m Cn 0 a 0 0- 0 0 -O• _. < 0 N O- n �- C:)-,:;2 n c m 3 m a Z 0 m m m (O 0_O O O m O m m x S m o � m n (D S D Oto Cl) �- S Cb O o 0 C• _ p m N m S to O m 0 O m -o O m 0 3 O = m O V) rt• m o a CD cDi 0 m o �' 0 N O 7 O -O '� co C N CD S m 0 rt m O CD D� rt -O_ c �_ O O c p 0 0 Cn < CO 0 (D N rt O < CD 0' p O- m �' n* n D A C7 = o a O a a ,O+ T, D n m �' 0 S m dC Sm (�D Srto� m C%) mr O0 9 ooKCCL p (D 0.0 3 0.O O.0-O•m D(p 0 =•Ort (p = 0- m O Sm n �, n <�' *. m (n n 0 N Z7 = n CD p D 0 m_ rt � D m n n n 0 n o . n m = a -o o _ (moo = n CD n (n 0 <- m p 0 (D 0 m < 04 0 m n C 0 N= p = 0 n m 0 0 O CD D 0 _• D S N p m p 0 � m < to _ W' n 0. . m 0 O D m 1< 0 m m n < m `� = p rt c O O • = o 3 m m cD _ 3 n * m m O= _�; S m o a C7 a o rt = - _ � o < o m m m n (moo p a< a D S9, m n o o K: (D 0o n o-= S n cD cn o-= n O-=� o m = m c m ,- ?o m '3-o (n w o m o< 'v, `< a a s 2. O v CD < �• j 0 -0 O D O rt W �< - O n OS) `G m .rt+ a O. o p m d N c p n 0- C _ a 0' m m m O O N CO m rt 0 Z m D- (p (p D O m= m o S m rn o rt n m m 0 a s m m m 0 o m o f o r m o I I o O W= 0 `O a z .NF N Q 7 S O a 0� p S rt o O 3 0 0- a C O r `< m cn \ S -O p �, (D CT 0- 3 m a p ap S C X _ O• -O - r 0 0• Cn I I (n G7 0 (p S n -0 0- O O m m 0 m cD a m n D U n O 0 -: 0 rto cD fs O C, = c a , n c o = S m m m 0 m o 0 o n ap < < �-0 0 m • o m CD O- p 0 n Cp m (lD m C m N < m -O 0= o a '� p 0 o m (D rtrt = -� S m 0 0- 3 N 0• C. m 0 p Ort D O Ln m O- �G O 0 0 C m n o n OD m - 0 0 �. O 0. O- D m o (D n _. C O 0 O a Con =. D (n 0 S D" m (On `� O O O -O to - Ort -q' o p m (D 0 0 p (D p -0 Z a D Cn O Cn N Od C oan SS O C U0_rt � 0 0 - � 0 Ortc G O m O m = 0 0 O -O m O. n 7. _ SO a 0 = 0•C C) to m 0-p 0 n Z S m m >> _ p m r 3 m a o 3 -o n <= to m C') C7 = an O c n C D- to N rt o n S m m 0 n m _ m m n C < �. CD o m N to O (D _ m o m 0 c 0 C O O p C1 O 0 O Cp m O 3 CD O rt m - N S m 0 C7 m 0 C m n rt 0 (n' C 7• _ C a' C CD -' O -O O X -O 0 m 1 0 p 0 (D O ,a 0' = < 0 0 (D a c < o< cmD n unrt Do = acD n to 0 0 rt o rt o ;m m= �3�� ._ CrS= - o m 0 O p 0 0 S n Q - O CD N .10 l 0 *. O * O 0'0 = 0 �• 0 0_ f5 C- 5 C (D (� m 0 d c m ,G• 1< � � C C7 O- d 0 C O< m n < a = m c cc o Cn p l O- 5 O CD O• p 0 0 art o 0 0 0 n �. `r n n 0_ O a 0 = N• O - -o n= CT Q 0 3 (D (D 0 0 3 `< - S CD - p C n m g: (D C- j (D - `< c 5' S 0 `C 0 (lD m S m O (n m O rt 0 0- 0- (D (n O m O+ -O C7 COn 0 o 0 ap '� j c <. n_ Q -O 0= CD ,< :3 0 0 a n S ad m 0 Ort a U 0. O- m Cap p' m O N m O- (D _rt 0 K . S < o D- to < O O n O a _ to O p fA 0 -O a c a (D 0 (n 0 m x n �_ m m x n 0 -O rt `z m = 0 S s 0 p (D ' S . C 0 -. m (D O S O m (D tp (D n U _0 = m o a as (D m m m _ D = o 0= n S c - N rt m e m D -5 rt m - S a a 3 n Cl) m C7 rtn O m - a N n m COD N (D' - m 0- < C 0 -. rt N y 0 0 CD O Cn 0 m= m p m 7* 0 G d� O S- m. O 'O• O c rt O Cp O C S C �• a 1 rt Cn n - n a p m x n rt- m O m 0 - a CD .,< < p O O CD 0 m CD a j' _ c. (D p m O 't O ap (D m O- OCD m n to N .... 0 m 0 T. p 0 0 m X m C (D O O 0 n m n m C 0 ap - a (D _a S O m 0 S p -O a ap 00 S D a S Cl) o C O 0 0 0 O n G a O rt 0- 0 <. -O C O O = m CD C o N p o O� 0 0 O C m � 0 m N m O O O- 3 0 0 C (D < O O n p N m m e �< O S 0 -0 rt O C to O. -O 0 to m -O o 0 O' - S rt p a a 0 c p a _ m S N c = 0 0 N m D a 0 O Z cp •-O (D n - m m (D i S m p m -O _ m 0• 0 a -• m O a S g, m- a X p n m c` 'O a - a n S p < m rt N 0- a o 0 O rt to 0- 0 O- rt S O O (pn (D 0 0 m (D n 0 0 m I 0 a 0 to 0 CD .O+ - p • an CD (n _ a c< n o- o m CD -o c n - CD o a o (n 3- (n cD n n a m 3 o (n m O m S 0- CT CD - S F, 0" O m p< CD -O O SCD• (�D O O C O -0 - 0 ,-3 (p O a m (p - a (D a O (p -o a'O x< 0: O to 0 '-r `< m rt .Z7 S m O m (D m O art < O S d U < m a �. = p_ - . 0 CCDi S N n CD -O N T. O a p O m S ,z = 0 C• = m m 0 0 O S m :`< �• - = O m -O O O m = = 0 rt 0 m - a: 0'Z (D (D DO CSD 0 ,G C -o (D Ort m m S 0 �• O m O- a? m �' C =' 0 =.0 D rt C O i 3 n S� m 0 m rt �< CD m i CD O O g _ m (p• 0 tp = `C 0 a _. 0 C C Cn p a s Stn m n= 0 (D n 0 x p m (D' � m CD o- _ F O • m S m m < o- O o m o x m o m n n .m m c n 3 m o- = s m a s m o < m m n p =< m = a x m m moo m- S = 3 -o m m m c aCn a T p 0 C V S `t �' m S0 m o CT p (1D O 0 3a = (D n S r CD C o-� p o< m �m m 0 o in m o c a r. C) a o 0 m o = n ai a 0 aam �cn a O� - S m p o' <n� (moo rt.� n m o a� m m < -O (�D ID p - a 0 0 0 a C - p c �` O 5. O Cp l C%1 `o• CD O �• -O 0 m O ,< (D 0 -O 0 O• U O O 0 0 - 0 m 0 _«a n -0 O p < o < o m o o rt f Cn O m• m- _O 0 p n T 0 ,< 0 c<p _ o ,- CO O S. O 0 p 0 0 m! p (D 0 (D p D" � c m 0 0 0 m () - S m �' �' -0 : 0 a O = a S C _ �'m ao o rt rto 0 o m = m= O m c x Sao < < n z o m m m _ p m n (- Oa = rt p m -�00 S 0 c- o to Ol CD - 0 m 0 rt = -0 1D m p 0• _ - m �, (D _ rt O- O- - _ n rt N E. _ a 3 = m m Cn m O . c CS7 n O- cc, (p W O p m O O- O- D -O n m a m D n S O m O `G (D m C-) < O 0 O -o p O- O- O (D - m Ort n p 0_ tn' 0 O (n m m O m S m C 0 (p S p Ort m 0 i m 0 _7 !n p' m 0 S O 0 3 n< O n O CT 0 a m -0 7 0 C ,< O Cp m O 0 0p '0 = n= S CD -O 0 n 0 O = GI O O D 0- an p m rt O o (D O = rt o 0 a W m T. (D p t0 O m 0 m = O a0 �m O m 0 . o -a O 0 rt.rta N 0 O C m m p m o < Drt n p n p <D' o o'a 0 o o c�D p n o m o o n v s o <'Cp saw m m o = s 3 m N' o �.m o CD < m m- (D, p m O n 0 . rt = C rt � m O p �` C m -0 o n (p 0 n n C o n n V) 0 m CCD -0 o- � a N 0 CD rt m= m m o O n 0 m_ m cD m o= p m o n �' 0a' p _ -o = `�•p= n -n I =rtN C) m �m s O o 0 0 o ntn -o O (p od 0 0 ,< 0' O S (D D a a n 0 0 O Ol 0 i 3 O_ (D - Cl) to S m S C = CD rt 0 m m O m O rt m ap S (�D M 0 m CD l%1 . CD (D• CT �; 0 0 C O 0 a 0 = S 0 p n = c (p m O CD o Cl) < C 0 0- C c m n 0 Cl O_ m a -0 (p (D CD = .c -F 0 p 0 S n m m m C saw f n () p= �� O p 5T In n _.�� am ooap' O -o _ rt� Z ort o -m _ rt n o O- rt� S� o C m m m O O < a �• 0 fl a S 0= m 0 (D m 0 C == -O m m CD s 7' n 0 m n (D < ' m n p C -O O- O O ,W.F a 0 0 (p m 0 0 CD m_ 7' n �• -0 - O O •,Z H C) m 0 =rtn D --o to CD *L O O G rt a0 n rt'< -0 -3 ,2 m rt p m p CD = a s •� 3 sn m o o = a � = n rtn � _ � = m � m p a = m n 3 m �' 0 0 D m 0 (D O 0 ,0 -rt c C == m p C n m 0 0 O C<J (D G U O 10 (D o p n C. C < = CD V lD tp O 7' n a m 0 CT C (D - O ,< p 0 a N a 0 p `G -0 m rt 0 0 V O 0 N () m -0 O- a 0' ,+ m (D � O- rt a moth c ao m _ � rt (p o �(Dm OS a m - O0 -O O 0 3 x m 0 m C -0 S (D r' D -o rt 0 O W N p' O 0* m N cn 0 (D m (qD CD �' O (n a= m = �,CD O' O CD O u)-= N• n O a n (D 0• co - `G 0, O o o =. = 0 n CD -0 = j S 0 = _ S O S m o !m-. 'O-. o ap 0_ m, n m W �< m oa o- S m C �' a m s = m C"7 m �' O m �' m c rt- m o o o= s G.' o o = -o !: a _. o_ o o c o m > c• m o- n �' C, m- m a ap m 0 CD m 0 0 (D O- 0-_ p A O p (D m * m O to - 0 = C p `G ? 0) 7' m D- O - (D - 0 rn - 0 rt - `0 O (n m 3 CL S 0 C rt 0=?= m o 0 CD () CXD ap S n �G g O 3 O S= c rtn = rt 7 0 m -< < a �' _ S p Qrt 0 n 0 0- a CD m O rt 0 n C S O_ Co =-O 0 a -' 0 CD CD 0 a 0 p * < 0 O- - a =' 0 Cr m S m = H o a m O (D m F). CO 3 S m m, F < _ S p p 0 a m e -0 tp 0 0 `L _S _ a to m 0 rt 0 0 0 (D (D m T. C p '0 O o- N D- �, a D m m a -< o m m a m s o o =moo = = S S n nCD �'� m s - m a� 0m c <� o a n o 0 S m (n () 0rt•� rt m o o a n n m W a �� m c a (D o CD m o m (� S�•arn a O O i n m= m rt' D m o o ,< .� p O; S O� O = 0 (p m (D (D CO m S S m (D ad (D O- 0 S a = I 0 0 0 _ m m C CD a m 0 (D O n W m n (n (D (n = 0 m CD S< a a' Cn 7 0 m 0 n 0 m CD a o D m 0 a � 1 o Q o d a CL + O s _ rt 0-O _ m < m - o O �:m '< < , m -O O rt� p < m c .a SSo (D m rt 0 0 O - m M. aCD='n m (D •ap -a = Cr •m a 0 CD m -o a cp m o am m a _ _ m ,< pan - Z 0 0 0 S O n O) CD O 0 n m m m S () n 0 n- c 0 `L • m m O CD WF 3 0 m (D O S n n LO D 0 0 0 N O O C a rt C- m , m 0 t0 N 0 O 0 0 ' O O 0 (D O S m- a p p -O = Ort . m C7 - _. '� -0 . m S p Vl 0 a S rt o CD X_ 2- CD 0 1_0 - -< O (D 0 < n a �. I - O- p D- 0 O c ^p ((DD = 0 - -O = :-0 (p =' m - C (n• (n cp -O 0 ap m _ C 0` m CD C n' 0 -' p (D rt W n 0 -O 0- n = O O O rt 0 0 n O C CD :3 O c CL `� to c Cn S . o m -o S m m D = O ,< f a 0 0 0 0 p CL -0 0 `G n m m 0_ a< C S � 0 0 c= CT 0 (D m 7 m a s O O 0- o Ol m O� o- A 0 _. N W O 0 m (D C 0. o o ,, a m (� W p n `< _ m o 0 o n = m o m S m= m c m s (n In _ m it o -o an `< 0 0 ;j. c 0 �• 0= 0 '0-�. C7 m m 0 ap CD cD 0- 0- N S m Cn ,. m m C m CD p rt m < O O. m rt m O m n D n p x -O a � -p '0 0 0' G o• (D -3 �- O 0• rt _ _0 m (D (D <� m 0 N CW 00 i CSD (D t0 N D O- 0 0' O N m a CD (n - 0 = M D n p (./) (D (� n 0_ 0• p m '-` �• to m 0 O m �' a ,< (D 0 n 0 m CD CD -0 C7 ap m 0 0• m 0 < Ln CD p � tp D-, -O 5 p C7 0 -0 0 n ,..F O- S C m � '0-r :1 p o tp O- pC:D `L S= O m m m m O < ~' m p' m m rt p V) = to c n O x m 0 -o O_ m CD - O 0 m rt m ap < O S 0 D n CD Ort m'a 0 O< m O 0 -O C W a n m = O rt - m p a C 0 0 c D_ N' 0 C an (D S (D �• rt m 0 cD m rt CD -o �. 0• : d p `G• -O d C Cp o S -O 0 a 0 CD O FL n s S CD c cn W= m < c)• -o 0 0 �' -o (� m m �' o 0 (� CD O p y n 0 0 0 D MC rt C C 5 a n _ 0 2 p an 0 0 � n• S (D O -o' S a (D _ O p �. 0 m 0 =�0 - 3 .m (� o n mmo m c o D a- m == o- - m m o< O: c) n N cso m •-' o n< n rt a m a 0 v o 0 o p s < m p o- m `< to = ap rn 0 rto a rt O- O < D- a m a S O S 0' = N 0 a m' 0 3 3 2: m m- D- m 0 m C C CD (� c CD 0 O_ 0 m m 0 0- `< p N p (D C C p m (D 0 S m CD p 0 -O (D `Z 01 a O p (D N' 0 = O p rtn' CD 0 rt• 0 <p m< �'� rtO m m o n -0 -o a•n m m p 2. rto o a m 3 p (� o = o 3- n 3 0 = yam - s S m m n n = o (� o O_ o 0 0 0' m (�° 3 m c m o c �' ' = m c�D _ p s c Cp (� cD o a m m m m o o p< rt m < < = m' _. c = 0 a 1 p -O m tp O O m S �D a 0-0 -O CD 0- (D Ort (D a=n S rt' 0 O- m (D ((D m 0 C7 0 O 0 0 m O C 0" -O C `L a m CD n 0 (D C rt - N •� (p m 0 m 0 (p m C 0• 0 rt 0 p m C S o a o n cD S m= n D n � a• `< m M p `< Cr (D to c S p 0-0 x �•S�a 0"p =r Cn0 o 0 0 =-O CD (D.CDO 7 n -O (D -0 O p c COD 0 0 (mD n O_ = =0 - In D -O -O CD a Sap O- n (� 0 Cn m m Cp m -O a 0 0 • 0 -O C n 0 -O -O p m a 0 0 0 p -O =0 _Cb c m p m m O =- =sao(n = a 3 c - m rt m !�o-o 0�• 3 - = 0 0 _ () O-= 0 � m n C O E - �. m p rt 0- 0- m V) 0= 0 n ,� j' C S al S � N _. 0 0 CD < (D C N to p' m m rt c CD a,G CD 0 0 S o - -m p a rtn 2Zn m 0 0 = m o c �' _ -.= 0 0 p Cl) m C 0 = N' � a 0 N a l• S rt C m _a 0 0' 0 0 S �' 0 m COD D- _ m n p N - a a = n l Ol 0� rt = o o rt 0 n DO 0 m 0 a S - O D o 0 (D O- = 0 =tn p 0 cp 0 C O D m 0 n Cq 0 m CD n 0 m lD 0 n D 5•-0 (n _ - m O (D m S n 4 0 O CD (p m (�D m 0 = (n• = 0 cz 0 Com. -O m p 0 O O to m O - p O D S 0 a x lQ m o m m (� s o 3 0 m n �-' oo -o m m m * o cn 3 o Q o m =v = o m m 03 n m o o Cr n c Cd (D 0 - p = m D- 0 0 0 0 C- D m S m rt m rt < a `< 0 Cp a m (D c p 0• Cb CD 0 o (D S 0 (D m- p m 0 m .3• o a 0 = O O p 0 O X S -o rt m (D W S CD C m (D ,L C U CD n < o 1< O n rt c= a o- m e m a m m to -o = m n 0 n S O o o O (D o- c n �' r. :3 :3 S. o m p 3 m? o- (n m o <' = (0p rt p O CD =r W O 0 ota• 0 g n N 0 �• O- CO O' 0 ln' a 0 0 0' S N 00 ap (� = n• O< 0 0 C -D O O- CD 0 2 O S (D O c (n = S p 0 0 C D 0 (D 0 0 m O (D a-_0 (n a 0 Cl) :3 5• n 0' < 3 3 0 3 O_ (U• n' Vim) O S. 0 n 3 (gyp 0 a• m= 0�< N O O 7. O O (D - O- -. m m a C S O a m m S :3 0 m CD' (� a = m a 0• v 0 m-0 S � rt 0 0 rtO_= aC 0 SO•m n 0 0 -0 m O < n aO -•n n CD rt m (D =�"� n m - � n COn 2. :3 0. F n CD d C �G N 0 t0 = 0 Q O_ - 2 C 0 -O a' n= 0 0 0- O- m �. 0 11 d o CD m C m n -• O -O O- D CD 0' = p = 0 O S -O = •n Ort m m o m C, Cl) v) 0 p O (D o n N N N m = 0 Con 0 0- C7 N= 0 - CL o (=n o' a j' Np m 00 p 0 7' CD p n_ O• C-Oprt 0 0 0 0 5.0 m m O C m 0 `� rt 0 0 0 c c `G 0 0 O-0 O rt 0 CD 0 O S D CT 0 0- 3 = ,� 0 0 CD 0 0 C- V) D- 0 n �' �• m = a 0 Cn L 0 -• a 0 C p 0 0 Cn !: T, m to tp Cl) p m CD p_`G SO CD m -• O p' C Ort CD O O N 0 m p m= C) (D O p 0 m N' D - C� rt• x Cl) .(Ong n d =` -o o U `t d rt ,< 0 CD O- 0 A m 3 S O <_ (� a o rt'm = n = m Cl) rt. - m m = S S m O p a (D 7 p 0 m rt ,� CD N O n O_ m 0 a0 m O rt O m tT C p CD to 0 S (n N n N an d O. �. a= 0 m p 0 () n `G 0' m n 3 0- W O Cn 7• - 7. O N = 0 a S Cl) �, O (7 rt a c 0 S _. 7' _'0 0 O- 0 On ,C S a (D N 0= rt N p 0 � m rt• O Cl) ,� (n C n CSD 0� o < rtn oafl 0 a -O n o 0 n co 1< CD m' n m rto �' 01 0 \ (mac � CD n m < m o m o� 0 so v o (� o s 0 o CD� 0 D = O- < a= �• Ort art �' o = (p �• o CD O- = O m =. N (D cp 0 0 0 o n m m m O< 0 0 ,�- :3 G n (n O m C to m C S 0 0 'z m O (') 0 0- O- a m m 0 CL CD Cl _ fn 2__u) n m 0 0 0 S 0� = rt 0 � S m 0 0' CD -pt 0 p m O• CD C) p O a O O- 0 m S m D 0 n Cl) 0 ,O O m O rt Cl) E Z c� 0 �' x S 0 0 O• - 0 0 o m o (D 0 Ort O O O m Cl) 0 0 Cl) j 1 Dm 0 0 1<00� o<oa m= n n ms's ON m = o m n� o rt p rt o,� p rt -0 F•o m U rt N CSp aa• 0- O CD cCnp 3 N an c7 D Cl) 0 _fl C l 7 O_ m - N a N 0 0 an C (n Cr 0. 0) �• 0 In m o m 0 p n Cn (n D D O O 0 S m� S 0 a O 0 m m m 0 O m O 0 (n Ol m prt S rt S cD 3 m S a 0 G C 0 0 N • CD = 0 N `< m= C 0 S m 0 _ o m m CD �' (n n 0 - 9 c 7• 0' (Hort S_ m map �. O (� S (n a 0 S n 0 �? rt m ap m Cl) 'm = O -0 - m C -o C m 0 S an C') (n o 0 0 - o_0 m o< m 0 O m = O_ o �'= o CD- m = s3 mW3mm � O- �; p O o n a33 C/) �` m 0m0 0 � O- m m m Cp C 0 n n 3 j C) - 0' CD Cn 0 O x = c• o l cop l S N 0 N- 0 m Cp a n 0•,L G) * N p 0 � � 0 n o_ G- 0 rt O_ CC CD 0-0 N - 0 = a O D = (n Cb rt - S (D c m 0- r+ m a V) 0- 110 n U) pQ O rt 0 j. (D o o <p N a L D :3 CD n 0- N 0 Cl) 0 fl_ p c m o -0 = (n m = sn D m ONr r D-o-o-O.sn D 7- 3 sF3'ND- �. o o D 7- (n n DCS n -o -o n o 0 m W D.- o m rt m a II II II II II O c m v m an = w m m = N = -•� _ m CO� = a o' rto o' m o c m x D ?� D m f• D D m C> m o 0 n o D W m a n n o f D o o m D- m m m D D \ `< 3 m m 0 '0 S S S S` (D o rt n �; m C m = p erCD _ �. rt• n S O 0 S O• o� `< Win- S m O O -O a W n n_ n_ uM 0 m W n C7 < n -0 m m 0 -0 a (n o- a= o - O * CD m rtn n 0 Cp O S Cp O Cn j (D `< m N O' DZr D�(n c rt m o m O c m Z O a S 0 = l.;a W �'o - So 0 C>=p -O (n•p m x (nap m Z SCD m m '=-r m < O Cp C7 U m - W m a c p_ c Z 0 (D O. O CD (lD = m n `G m D tp '0 m 0 < 0 O- C -O -O m O S m In m m O- m (p 0 O' m 0 O QO m O m • D m m (D 3 N C O m rt 7, n T1 0 O_ 0 CD O -0 Z7 � n -0� < D < n 0< . ap = 5' - Cn I (D -O rt m O p n 0 0 rt m m O �< m< O m 0 3 a0 rt N a C Cn p 0• _. () C7 !W -r C c O n m 0 p 0 m n o m rt Con S Op CD � 0•-0 0.0 0 Cr O tp 0 rt a p _ n D -O cep m (n p p 7' O S 0 a < = a < p _ �' n o� -o _ o o m m o o rn a arty _ n p S < m O O p 1 -O CD D Cl) -2. Cb p CC 0 = M m C (D G (n -0 = 3 -O 0 p r N m 0 Q X m (� 0= y CT 0 O X. m O D< 0 O m m 0< _ rt p O 0 n -O m p n D ;a O S S 0 p S tp S 5• a O= n 0 5 O m (p N a to CO Cn CD ,_ -O' -O -0 (D 7 =• m (D 0• S p � O C C) rt S O j' ,� N n O a,< Z m o m < to m ID O O_ rtn (D C O m to 'O S m m Cn S- n Q to -(D o rt m -O O n (n O - m N a m rto m G7 0< m m So m rto• - O SO' S m O =-:, m m U Ln S C m rtn -• p m N = 0' Nap 7 C Ol N (D Z a cSp O_ 0 0 m CSD 0 d -`G m 0 a N N m O N -2. = CD to -0 CSD (D CON m '< D S 0 a,� - 0 Z = n -- = S 0 0 ' -O an -0 O � m to = '� p n n m - a rt o O ap (D o n -o m m p Cl) o W rn o Z 0 1 = a C"7 r M CD S. o p o = o= rto- = S D -o m m - m m p m p O o a m = 0, _ _• m o a n m tp S 0 X. O 0 m 0 S `< m a m O m to S () = C O () < S O- - D O m N 0- m T. a m rt < m 0 d S 0 . m 0 m 0• () < N - CCD n z 0- = m m o p -O o p o (D (D C CD p a O =r a S Gi a m O= rt CD rt T, �• m Cp m W m cp m `< - S m p 0 o m a 0 m CD m o � m O- _. 0 m O c. Cr rtto S m M 0 - p C S _� O S 0 O �' tp O p' rt Co rt D n ap (D m m __. = 3 m Cp CD N m = �' rt p CD m m - � 0 (D _ S _ C6p CA - (D CD _ -_ - O a In a m v o - n D o CD p 0 p _ �• C o m= _ 2. n (D o- �< v o- G7 O s= m- c ,-. m -= m n= p () O CO to m n n ao m a m m 0 m m m n C7 0 (D ap 0 D O O m� 0 In o a m cxj Cr 7? O m m rt 0- o o D" O to 0- C 0 0 0 a S O- O 0 0 O m a m o 0 S fi S S m S? �'-O' m m ClD -O m= '_� O m O 0 0 N m 0 m (On O S CD n x m CSD S �• p D> N S CD < N m S p 3 `•-O O C CSN N f 7 0 O N -• d N co) N CD Q m m rt X m. n rt G m O 0 y N a n S m nn= () D m Cl) 0 0 C7 X N -' < (D a 0 m - o p m s m !� • S rt �' a s CD 0 m 0 m a m C 0 o- (lD c -O CD 0 0< n C' cD 0 m n _ -0 _.m N O m c,< Q O_ S _ n �m p rtS _.- m m m C 0 -X < (n _ rt 0 S 0 11 O- < = 0 (D m. 7. 0 m O 0 m ap _� �- p m Z 3 a n O= m m a< m m O rt a 0 _ O< 0 n O Ort (D rttn `� m= 0 m D 0 0 0 �• = 0 O_ C O a a D" O- rt D m S G7 n(D 0 0 m m p a Z f m = O= rt W p O D O ,..F D S m o m_ W a,< n . an• .O-. LO -o o- o = m �• _ - - m f - () _ rn • _ W = c o < m _ �' Uli 7• (D m ,< < O a O man (D m n (� C -O Cop 0 - ap • a p m (D ..Z7 0 (p m 0 = - < 0 0 m� S m - () (p a O- CD n 0 p m S m O m (D S-0 S 0 0 CD `<• p rt Cn D O- n m CD T `< C D _a m 0 W c p 0 D _ S rt S- - (n 0 n 0 O O O m S n n - o n = 2-8 0 -m _ m < Scm a •tn W m< a m- <m o C- x m rt 0- -0 m p 0_. - p t0 � - 0 m C- 0 0• 0 n- p 0 m e p m 0 -O = a _ -0 0 W 0 a -O x 0= E: 0 CD- o C �. rtp O o _� �. W 0 o S O (D �D p p m -. -� 0 0 �' 0- c X m '< , .O+ m p m m_ C < m N S m rt � a < p ink o m SSo _. as 0 < p • m O rt. O p `G Con 0 CD (D' . CD rt N (I -< ON 0c SD p S 2- N - m; S a0 p 0 c 0 y O• m (D m'E 0 p S S 7 n_ m< . =r 0•-O < m m 0 0 m -O O C m 0< O 0 0 m m t0 m -0 f m m m= a rt D n n 3 o n S< m= p c �. o- n CD a o = p n m a- = o n Dp 0 g atn CD = CD o CD �• :E 0 0 m 0 = a m 3 m = ,< C m 0 a 0= m = 0 a m m p W CL m 2, -a 0 -0 - (On 0 0- O -' 0 0• O rt m t0 S 1< 0 C O 0• 0 t0 O coW m m: - CD X o M )OC S. - N -O (n' 0 (D : f n 0 Cop o 0 W (n O.-� �' 0 0 o c n cD m m c to m o - CD o a o' m' o m LO a o m m m S 0 7 0 0 p O (D CD CD N O S W C o a -O `G rt 0 O= m p -O N m 0 - m a m m -O 0 S mrt. �. CL 0 CDCD O _ < - p a rt= n S (N O m 0 C O C< 0 O Q) o m D E' C m ClD = n m cD S rt �' n ()' a p c' j 0 m C' O - 0- m Chi) CT 0 7 0 0 p S �, O m a N O) O - 0 CCD a 0 0 m- C.> 0 0 N 0 0 0- n C7 CD S O N to (D CD' S. S S CD s o- - `< o, 4 `< o S �' o p ,< cn n 0 = �_ n a s 2- m o_ (n a a0 ,< _ 2 p -O 0 0 a n m- n- art 0 _. _ _ 0 C cp m m CD O- S n O_ `G = m tp = ap - N 0 O ? 0 (n • O 0 N 0 CD 0 0 - CD m (D 0 n p< a 0 m j 0. O O D m S n -O -O 0 < C c O rt c- 5 0 0 0 N m -O = 0 -0 S 0 m 3 m 0 S 0 rt S m ('D m m n *L 0 T Cp n 'O 0 m r_`. (7 m m T 0 m a C m m m O 0- S - S m O X n O m 3 p 0 (p a S rt CO o CD a p 0 ,, p o m p O -O 0 m CD O •�• (D c tn' S O G p ClD -O0 0• Cp 0 0 O= < 3 m (p 0 . a p - 0 m . (D 0 0 0- Q m c N _rt p �N n �(D Sc Q� _ m rt m a3' < �. m a3 0 o mm 0 �n .- _ Ol 0 ,G m p -O D rt '< X T_ _ m 0 m m ap O S p m S CD m fl: p m 0 'W -r m- O _ N O_ a m O m m O - S p C S O rt o = O O C o a\ = 0 (D O -_ ,< 3 0 N m- O. (D CO• to CD O m m S D CD O O _ �. W 0 n 0 -0 CD � x S n c an m m o p m m �� o m Q cD o m o Cl) (D n fl a o 0 o m (D m rtmm o o n p = p o 3' o -c = rto'n 0 (� rT m m am a 0� Cb m� p ,< - C CT D rt m. p C m CD < C 0 O m o p o p a S p c (D a N 0. O a' S S D- m 3 Ol an 0 < O- i O O �• (D -� o_0 tp (� 3 O- S- m n < x N p 0 0 0 t0 O F• p • to O 0 (D n _ c_ m m O O? 0 m -0• -O 0. 9 O O S m ,� O rto .0+ < O = m•� 0 �< x N C a -an =- a f 0 0 m S= �• O• D m N CD S O 0 D'O a= fD C9D m 2• N 0 `< �• S O 3 0 O O (D N X m Q -O C n m, rt o,< n• S (D O S m (CD (D (D (D =(n -� p 7• a 0• m m 3 m c n 0 ad a 0 q S p 0 (p 0 (D D (7 X O N CD 0- rt rt C �< c0) tc .rt a �. t0 .-0 < ,< 7• m o C O_ C1 O m' n_ 0 CD o 0 O C rt m 0 < S. N N 0 C to C O O 0 a0 S rt rt m 0 a -O = n o o m CD O O (n c m -0 = S m n -a `•G `t a .0+ O 0 O 0 cl m= 00 U D- m -O•-0 N o (D U m= 0 n< 3 (n C 0 0= CD U 't m O m e m, ry p O 0 Ol N j = m rtn (D O IC p _ .. - 1 rt co a. rt`G rt '�• 3 _rt -0 N O O V0) N to rt _ S m n 0= = N 0 �O7 -pp W C0-) CD S 0 n an c -• 0 an p CD (� rt m ,< 0 0 m 0 m o m m N -O -O S N 0- S 0 S m m C �' -0 3 : C -O 0 0• m CD m = n an C- rt - W ,G a m =. n C = prt - S m 0_ 0 C7 0 m p S < O m n f 0 � m C p m • m aM 3 m • S o 0 m *< m e to m n C n O a _ O= m ,� O m ,.� m m m= m O Ccan - p 0 mOl D O �) C. D (nn SCp a 0 •0' 0 p O- - m O-0 0.3 CD m m n cb N S 0 � l 7 W 0-�.0 0 O W * `� �' a m W s n 0 a p n• S N. -o o- 3 o- = v,< o' p ,< CD (�� 0 m o o m 0 0 0 -0 o X m In a rt D p n a o CD a o S m 0 n o �-o m o n S3 rn n n 0 m - D m o 01 o•r° C<D c m o� n c =(_) m =m 0 0 n n n m CU O = 0, m 0 - m CD (p _ 0 m m 0 = N _ S _. p p m ,< 0• (D -_ o- -_ o m -O• 3 c o n n D m p p = = S= * m a m o m M N 8_0 CD C- N o N .W+ rt 3 �• C "0'� m O m (� O= 0 n rt D a d m tp S= 0_ 0 O p � C O (On O m' m -O (_D _o (n 0 d- l 0 0 0 c c n 7• m m a0 m rt 0 0 0 -O 0 m \ m 0 0 N a CD -• 'c_ F C m rt an m e n o f = m a () _= S c o -o 0 CD v S p S o 0- (, °= m o CL o- n s D _. s 0 an D n m m N• m 0 C S S C m m W Q - a= p m C -0 ry 0 -O - C W Cp =- 0 . F' O = 0 CD D" 0 0 0 �' Cr O N< C O m m �' p a 0 m (n p rt ap -O O 0 = S , o CD �, `< < O n CCD O- to O CD 0 D C (D m Ort N S stn (0n p _ m m O () o < tn• 7• _< p _• ap m 4 O � p m N O_ W a D_ � N -O Cb p m rt (D m m 0 O O 5 N a D O rto U m� .m -F N a 7• N' 0 tp = m = S O- C m o a O x m d �, C vmi m to o O --O n (D A o D_ rt n. U rt n (� m D to S 0 n CT m p m m O- ? -0 O m (D m (D m 3 3 O C CD O- N 'D. S rt O S -0 O- CD Cn 0 j' N 0 0 -O ap n p' C7 0 ap C cp 0 a 0 n CD O n m m m CD 0- S - m `< (A S - 0 tp a m < CL O C) o ap O_ O = a < O_ m r: (D O m � p 0 _S C m O n m m prt O n D 2 Cn O< O N m O m m< -00 o CCD C O O - 0 W CSD 0 CD 0 tn' a' j'-0 (n n O o d N 0 m S S _. = W N 0 p O. m o I (D L. (-D N rt m �• 0 CD -O O n_ 3. O N = - < CD a= m to C m S(D 0- D� m fl m S a D N p' C 0 N �G m (D 0 a = 3 0 0 m p n m n m (D m = rt (D = 0 0 m V) _ -O S O ,+ (D rt m m m O In - _. O 2 O < O- O n 0 0 0 a - to . C O S S- S p F p S m m W O CD O- m 0 C m m - p (� - 0 Cp 0 -0 O CD fD O c CD O O 0 m m p_'O O D O n -O m Cn. O n �< O 0 C7 O- (7 D O 0 m C F O S a m CD Wn m m N (mA C N c 0 S .W+ O 5' CD C = C . S C CO < (D S O m W m _ *c CD p ,< 0 CD D O ad a to -0 .W -F -o N 0_ -O p -0 ()• 0 (D n_ S 0 .0 -rt D 0 v CD m 0 0 S -O p- 0 x n CD a 0 m m m- c m -O 0- to (� CD = 0 a �, p m m O O - (� p ad < a CD (D I N S rt m CD m' N o o �• v= 0 0 m a n v=, m 0 U v m 0_ (D m a O Q a 0 0 =• D `fl D O C= 0- �' D_ O Ct m rt a0 (n 0 m 0 m �. m - n O p m m o -O 0- `< - n 0 � D rt Ort < 0 < C 1:13 n p CD n N O O O (n O O 0 0 0 0 p< �•SS m `<CL - S- W tp �• 0 _0_0 _0 m .m cn 0 CL m O. m !n' 0 x- o N 1 rt CD 0 m N n (On = n n CD a N 0 (n' O D O CD 0 O= d (D ap c m C; S O m m FF m m m 0 O- CD n a �, S- -D -O •-' -O a< rt m m ,+ O- 0 N 0 O m -< m S O -O m 0 an n C 0 0 7• p -O D n S n O- O -O CD 0' D m m n m< 0 - _ 0 D rt ,< - m m p o m= < m = m 0 m (� < (n = 0-0 n N 0 n ap N m �' S !l n S= p CD = a,< CD O� Xn ap 0 =. = m 0 C p (D 0 F C to )OC (D O 7 -O (n _ - 7 m a p O- �' O m O� C', S 0 i, S (D �- S = n 0 S (D CD c an O m to ClD n (D p 0 S O_ m S 0 = 0 � 0 a G` 0 o m D O_ "� (D • n (D <- n 0 `� m S a O O• rt - m_ Co • 0 - c- m 0 0' O S S :5. m n = a-0 = .W -F ,< x n- (D �. -• m N CSD 7 m n o 0 cmj O p N' rt fl 0 0 p� <p S n CD n = (D o_ (D -• c) 0 m 0 0 S 0 ' n fD rt' O S rto F a• F m m *L -O - CD (D CD = 0-o o -an o m rt(D S 3 a s 1<- -0 0 (On sQ o ntn m o Iva p n rt� o m CD (p _ CcaD an mem 0 0 `< < -m a a m m m n p l 6 p m p S -0 0 = 0 m -0 = m m S C 0- m CD S - S Q !m -r W' S t0 S 0 n_ n d D 0 O< - C �- Q1< E. 0 O a• 0 0 p S Ort S = W n l' = 0 -O j C/) p CD = 1< �• p m = m =-� O- *� 0 m a) n m m n �' o s m s m 0= D rt O- 0 S (D - a m a 0 p p' m O 0 p 0• a' O- n a -Q m O 2. m S a m W m Cn c j 0 m 5. m S S N - S -- O 0 'W- n 0 -- S O ,= 0 CD 0 0 -10 CD p0 ,< N rt 0 x- 3 m = 0 0 Fn* d to rt C ID 0 O n_ a0. (D to = (CD m \ m `< m' m � l `G m 0- d con N O- a 0 N 0 CCD 3 d � C 0. O O- --2 O m p 0 CT `< C O, m n n_ 0 = a o m O o c (D a' f CD n (� -o m m- f (n .,-,E a �: - 0 m 0 � -2. m F CD s _ 0 0 0 0m cD � m rt 3= c () o Sr m O m j Ej C m p t0 0 c (n• 0 7' _ _ N C VOi -O n S n 0 0 S .� 0• 0 m -O m 0 Q -Q m N C� a Cr l an. -0 O -O CCT -p m' Cop .1 F,. m ,7 i• 0 O rt (D Q Op " 3 m �• d < _ < 0 o m San 0 . p m O �. O (D tCD o -O c=p CD O N• - c m N CD 0 p O CD N ,+ W m (D x� O S O (D m O •O+_O �, N c' m' 0 0� m (CCD stn 3 N COD CSD 0 O- �. �• (D � a O. _ CDD !c m S f• c Q. 0 n -0 0 m n m m p O (D O D � 0 ClD• m 0_ (n o- 7' m O 0 p m m Cp n p c n D m m _0 0 S 0 0 D < W m c o m _:o = o= O m (� m S S x m� = n o ao n n 3 fl (D s .0 m o m o 1 v m �. rt CDs -n = a .< n rto o,a S o= o _ p c CD = c o m s� m o -o m sa �-o.� < 0� p' _ O- s �. C• = 0 0- m O= m 00 m p (D n -p N W O 0 -O A N x 0 S O_ = 0 c 0 3 0 n - p (p 0 tp N m- m O Cr O- n O S S 0 .c-� _ 0 CS S D S .Crt O m o ry < SU. 0 0 c -0 CCn m\ O m n= T. �• to a N 0 0 m m 0< n m Cp n m n m m CD _ n -o < a f O m o W m (� = rt= c Oo < c O 0 W m 2z O CD _0 m (� F m �.,z __ '-' m m h � = m d =5 O C O0 m O_ .-O - O= 0 0 m (p m 0 0 2- a_ a_ x 0 0 o m Ei• CD m a S 1O.- rt D< N 7' O- �' S to a �• 0 = o m IV CT m m " m m !0-r c _o - (D ,+ `t , m -. N (n ap m m N m S 0 -O S a p �D CD 0 m f p' O- a CD -- Cn c 0 0 m x -0 0 �. ,� p W m t0 m O (D prt cco = 0 o O S S m (D 0 =• S= 0 CD O -• (n CD CD S m 0 . CD _ q S n m 8 = S c 0 m (On N - 0 U Z `OE = N a O- 3 2 S D O- 0 0 0 (D �. S m m Jr p N N N -O S m n �.S W �< n (p __p 0 0 a 0 CD 0 =', rto -i CD -O = ,+ S p - p m O 0 m 0 0- O- to = n' 9 `< rt n S _m p - (D -0 0 to m 0 O 0- CD O CD " m' �• p O- 0 S C 0- O N m X O_' S m 0 3 S CD' -O O- m f 0 n n 0 (D m n• m O O- S 0 C a (n' 0 0 < a O_ n m C (D W n p cp Cr ,Z p 0 �' r` O (n o 0 (D S 0 =, 0 0 i m 0 (D 0 0 N a m _m =_ � rtm m o--2zm - 3•a c o m CO) O m = x o sso = n 0 0 ntn N o (-D S 0- d=ort - (n C a O• S -O O o0 �'`< N DCi ,� d0 C q .m 0"�.O 0 CCD m O m -• �' 0 -OO y'\ C : CD n == m 0 0 n m _ 0 m 0 m '3 t0 S C m O O O _. E_. m -0 N O 0 m c O- 0 rt 0 0 = O mCI) In S Q W CD 0 0. `i N � C 3 0 C n d aa•C O m �. U n' 0 0 0 0 O O 0" m- UT 0 0 = �. cam' m o_ vmi aim -0 m m =no o-oo n0 0 =tn m_��'ocDa �`o (Dm0 can In =am0 -f m m 0 a0 = m -. (D 0 an U .`< rt� m rt -0 rtp m S" (D 0, S 0 O- O 0 0 0 0 a = 3 (p m -0 m = 0 m O- J 0. < O 6 O S A c- = 0- __ m .mW -r !W -r m S = < N D 0• 5, .W -F Dap O ~-O O 0 p' -O 0• 0 N rtj m oom Cl) 0,0 0 0 0 .0-rt0-O 0� UD m `G O m d (D (D n N m Cn 0 0 0 -F' O_ m to m S a 0 fl L = S O 0 p' m Nap m 0 S n X `t m a-0 = m = m o a m m o p (D �. p p U (� o O- m- a m =. 0 a S a 0 0 m = 0 -O = 0 m n _ _0 m m C o m o o 0 m _0 0 O Ort 0 m CD O O m N C= CD S (° O < O s m 0 O S 0 C 0 2. CD 0. s O C O m ry 0 n N O< m -O• Cn o = 0 o rt m 0- U 0 1< CD CCD 5•0 0 (D W N m < O 0 p 0 ,< S O 0 m m (n' m m m O COD CD N p_ O- = 0 to O_ S 0 C 0 (lD rt. C �• - _ S fD cp 0 x m S o tp CO (�' O CD 0 rt 0 0 �' = 0 n ((D 0 n -. fD ap rt 0 S m p -O p O a x Cp -0 p p S- m Ort -0 0 I rt - p 0= `t 0 C O T. W 0= rt m 0 0 p (lD a- O m o p o G' S 0 (D 0 m n CD Nan n 0 S - C ata• d CL 0 -O m O D U, CD m ax m o o' m c) cr = o m o < o � m --O-' n m m= m O S • 0 0 CD 7 O n a a- O- 0 -• 10 O- o CD Co S. m p < p (' �< m (D O 0 G 0 O; O 0 0 U CD 0 ,< (� � prt s• m = m m m O D m= -0 0 a, O to m p m' = m OD . TI_ CL a S D -O m m O 0 m p 0 p-0 O C 0= cop 0 to W S 0 0- Ei rt o fl I 0 C CD m rt c rt n ,G 0 S O 0 (n' m p n_ m 0 p O S m N m- 00 D= :. O_ o m N N m o o OD S � p 0 DCD N 0 - i m m p tp ap 0 0 = m S ,� m OC N = FOR AGENCY REVIEW CL AYTO N ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 ,,,11111111",1 �% N'$$ - -.,- . - -- A •. z o: _ :G7 m N: n = n m 9�� ' �� • ^1; . 0 ,," m A ,,,''//11 111 111,,,E O m o < g .. c m a CHAD HOLLISTER m c � � NEW RIVER TOWNSHIP, WATAUGA CO., NC 0 o 5 n n N PROJECT SPECIFICATIONS OWNER � o O O = � W W r 11- 0 I BOONE STORAGE DRAWING TITLE PROJECT TITLE CL AYTO N ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 ,,,11111111",1 �% N'$$ - -.,- . - -- A •. o: _ :G7 m N: n = • : �% , 9�� ' �� • ^1; . 0 ,," ... •• • • d ,** A ,,,''//11 111 111,,,E 8 15 U ID 0- Cn CV N N !,;L) N Z O I--- 0 Q J Q 0 LU J O F_ F- U LU C0 ZD U) LU m J J_ l-__ 2: LU 75 LU 0 z LL Z Z Q (-) Z Q F_ U LU F_ = U Cc Q _ LU LU Z_ 0 Z LU LU 2 F_ O F_ Z LU U) Z O U Z: LU Cc F_ O 2 F- _ Q IL z Cc O LU J O = Z_ 0 LU U) LU CIO F- O Z Q 0 z Q U J J 0- Z 0 F10 - LU 0 06 0 Z Cc LU LU Z 0 Z LU Z O U I O H _ LU 0- 0 = IL W F_ W Cc Q Z O W rr, W = F - Z Cn W 0 LU F- 0 z Q U) O Z:_ Q _ 0 LU CO LU = I --- SECTION 02722 - EXTERIOR SANITARY SEWERS AND APPUTENANCES PART 1 -GENERAL 1.1 GENERAL DESCRIPTION: This section covers the furnishingof supervision, materials labor, equipment and miscellaneous items necessary to construct sewers and appurtenances as shown on P �rY PP the plans and as specified herein, complete, tested, and ready for service. All pipe and appurtenances shall be of the class and type as indicated on the plans and designated hereon. 1.2 GENERAL INTENTION: The work covered by this section consists of all supervision, excavation, bedding, laying pipe, jointing and coupling pipe sections, and backfilling necessary to install the various types of pipe required to complete the project. PART 2 - MATERIALS 2.1 MATERIALS: All materials shall be first quality with smooth interior and exterior surfaces, free from cracks, blisters, honeycombs and other imperfections, and true to theoretical shapes and forms throughout. All materials shall be subject to the inspection of the Engineer at the plant, trench, or other point of delivery, for the purpose of culling and rejecting material that does not conform to the requirements of these specifications. Such material shall be marked by the Engineer and the Contractor shall remove it from the project site upon notice being received of its rejection. As particular specifications are cited, the designation shall be construed to refer to the latest revision under the same specification number, or to superseding specifications under a new number except provisions in revised specifications that are clearly inapplicable. 2.1.1 Handling and storing materials: The Contractor shall unload pipe so as to avoid deformation or other injury thereto. Pipe shall not be rolled or dragged over gravel or rock during handling. When any joint or section of pipe is damaged during transporting, unloading, handling, or storing, the undamaged portions of the joint or section may be used where partial lengths are needed, or, if damaged sufficiently, the Engineer will reject the joint or section as being unfit for installation. If any defective pipe is discovered after installation, it shall be removed and replaced with sound pipe or shall be repaired by the Contractor in an approved manner and at his own expense. 2.2 Pipe and Fittings: 2.2.2 Polyvinyl Chloride Pipe (PVC): Polyvinyl Chloride Pipe (PVC) pipe shall meet the requirements of ASTM D 3034, latest editions, and be suitable for use as a gravity sewer conduit. The pipe shall be SDR 35 unless otherwise specified. The pipe shall be supplied in standard laying lengths of 20 feet and 12.5 feet. 2.2.2.1 PVC Pipe Joints: All PVC pipe joints shall be of an integral bell and spigot of the same material as the pipe with a solid cross-section rubber "0" ring securely locked in place at the point of manufacture. Service saddles and other fittings shall be supplied by the pipe manufacturer and shall be of the same material and type of construction as the pipe material. 2.2.3 Ductile Iron Pipe (DIP): Ductile Iron Pipe shall be manufactured in accordance with ANSI Specification A 21.51. All ductile iron pipe shall be Class 50 unless other wise specified and shall be lined with cement mortar not less than 1/16" -inch thick conforming to ANSI Specification A 21.4. 2.2.3.1 DIP Joints: Slip or "push -on" joints shall be manufactured in accordance with ANSI Specification A 21.11. Bells of "slip" joint pipe shall be contoured to receive a bulbshaped, circular rubber gasket, and plain ends shall have a slight taper to facilitate installation. The pipe manufacturer shall furnish the lubricant used in making up the joints. The jointing shall be done by guiding the plain end into the bell until contact is made with the gasket and by exerting a sufficient compressive force to drive the joint home until plain end makes full contact with the base of the bell. 2.2.4 Reinforced Concrete Pipe: Reinforced concrete pipe shall be furnished in sizes and classes shown and specified on the Contract Drawings and the Bid Schedule. All pipes under this Section shall conform to the latest revisions of ASTM CC -76 - Reinforced Concrete Culvert, Storm and Sewer Pipe. The provisions of ASTM C-655 may also be utilized. Reinforced concrete pipe shall be anufactured by centrifugal or vertical casting methods. For vertical casting methods, mechanical vibration shall be provided to insure proper consolidation of concrete. Density of cured concrete shall be 150 lbs./ft. or greater. 2.2.4.1 Concrete Pipe Test: All shipments of pipe shall be tested at the Contractor's expense in accordance with ASTM C-76 Section 11 (2) except as modified. Preliminary testing for extended deliveries shall include 3 -edge bearing tests to the .01 -inch crack on three (3) sections of each size pipe. Testing shall be by an approved testing laboratory. Specimens up to 0.5 percent of the number of each size of pipe furnished shall be tested, except that in no case shall less than two specimens be tested. The laboratory making the tests shall furnish the Engineer with three (3) certified copies of these tests. No pipe shall be laid before the Engineer approves test reports. 2.2.4.2 Concrete pipe shall be manufactured in joint lengths of 8 feet or greater. 2.2.4.3 Results of absorption tests performed on the pipe shall not exceed 6.5 percent. 2.2.4.4 The alkalinity of the concrete cover over the inner reinforcing steel on the inside pipe wall at the crown shall be no less than 0.50 (50 percent) expressed as calcium carbonate equivalent. The manufacturer shall determine the alkalinity of the concrete cover at intervals determined b the Engineer. Samples for alkalinity determination shall be obtained b drilling q Y Y 9 P Y Y 9 one -inch diameter holes in the pipe interior to the reinforcing steel. The round concrete from this drilling shall be the sample material used for the alkalinity determination. Core holed in test PP 9 9 9 P Y pipe may be suitably repaired by a method approved by the Engineer and used on the project. The laboratory making the test shall furnish the Engineer with three (3) certified copies of these tests. No pipe shall be laid before the Engineer approves these reports. 2.2.4.5 Bell and spigot reinforced concrete sewer pipe shall be joined with an O-ring rubber gasket type joint conforming to the applicable provisions of ASTM C-361 latest revisions. A groove P P 1 9 9 YP 1 9 PP P shall be provided in the spigot end to receive the rubber gasket and it shall be so formed that when the joint is complete, the gasket will be deformed to a near rectangular shape and P9 1 P 9 9 P confined on all four sides. All inside surfaces of the bell and outside closure of the joint and at an degree or partial closure shall be parallel within one degree and have an angle of not joint, Y 9 P P 9 9 more than two degrees with the longitudinal axis of the pipe. The gasket shall be the sole element utilized in sealing the joint from either internal or external hydrostatic pressure. Gaskets shall be the product of a manufacturer having at least five ears experience in the manufacturer of rubber gaskets for pipe joints. The gaskets shall have smooth surfaces free from blisters P 9 Y P 9 PP 1 porosity, and other imperfections. The joint shall be assembled in accordance with the standard directions of the gasket manufacturer. 2.2.4.6 The pipe manufacturer shall design walls to meet the following requirements. 2.2.4.6.1 Pipe wall sections shall meet the structural requirements for pipe classes stated in the Bid Schedule for each size pipe. 2.2.4.6.2 Concrete cover over the inner reinforcingcage shall be a minimum of 1 inch greater than that required to meet structural properties. This may be accomplished b moving the inner 9 9 q P P Y P Y 9 reinforcingcage towards the outside of the pipe, b adding concrete on the inside of the pipe, b adding concrete on the outside of the pipe, or both. Inside pipe diameter shall not be 9 PP � Y 9 PP � Y 9 PP � PP decreased. 2.2.4.6.3 Reinforcingshall be sufficient) strop so that the pipe, without the additional interior cover, will meet the 3 -edge bearing test requirements of ASTM C-76 for the .01 -inch crack. Y 9 PP , 9 9 q 2.2.5 Steel Sanitary Sewer Pipe: Steel sanitary sewer pipe shall conform to ASTM A-53 Grade B or ASTM A-139 Grade B standard specifications. Steel sewer pipe shall have minimum yield strength of 35 000 psi and a minimum tensile strength of 60 000 psi with a wall thickness of .375 inches. External and internal surfaces shall have protective coatings. Coating shall consist of 9 � P 9 P P 9 9 a coal -tar rimer followed b hot coal -tar enamel at least 1/16 -inch thick or roved equal. P Y / PP q 2.2.6 Steel Casing Pipe: Steel casing shall conform to ASTM A-53 Grade B or ASTM A-139 Grade B Standard specifications. Casing pipe shall have a wall thickness as follows: 30" 0.312 inches wall thickness 26" 0.312 inches wall thickness 16" 0.250 inches wall thickness External surfaces of steel casing pipe to have a protective coating. This coating shall consist of a coal -tar primer followed by hot coal -tar enamel at least 1/16 -inch thick, or approved equal. 2.3 Manholes: See Section 02601 Manholes, Drop Manholes and Conflict Manholes HART 3 - EXECUTION 3.1 Preparation of pipe foundation: The pipe foundation shall be prepared to be uniform) firm and shape be true to the lines and grades as shown on the Contract Drawings. An deviation or P PP PP P P Y P 9 9 Y field adjustment will require the approval of the Engineer. The Contractor shall be responsible for the finished work conforming to proper line and grade. 3.1.1 Bedding: Whenever the nature of the ground will permit, the excavations at the bottom of the trench shall have the shape and dimensions of the outside lower third of the circumference of the pipe, care being taken to secure a firm bearing support uniformly throughout the length of the pipe. A space shall be excavated under and around each bell to sufficient depth to relieve it of any load and to allow ample space for filling and finishing the joint. The pipe, when thus bedded firmly, shall be on the exact grade. In case the bed shape in the bottom of the trench is too low, the pipe shall be completely removed from position, and earth of suitable quality shall be placed and thoroughly tamped to prepare a new foundation for the In no case shall the pipe be brought to grade by blocking up under the barrel or bell of the same, but a new and uniform support must be provided for the full length of the pipe. Where rock or boulders are encountered in the bottom of the trench, the same shall be removed to such depth that no part of the pipe, when laid to grade, will be closer to the rock or boulders than 6 inches. A suitable tamped and shaped foundation of approved material shall be placed to bring the bottom of the trench to proper subgrade over rock or boulders. The preparation of the pipe bedding shall be in accordance with the typical trench cross sections as shown on the Contract Drawings for the type of pipe being installed. Crushed stone use for pipe bedding shall be shovel sliced so that the materiel fills and supports the haunch area and encases the pipe to the limits shown on the trench cross sections. 3.1.2 Bedding at creek crossing: Where it is necessary to cross a creek, the following requirements pertain. 1 a) One foot of cover where the sewer is located in rock. 2a) Three feet of cover in other material unless ferrous pipe is specified. More cover in major streams. 3a) In paved stream channels, the top of the sewer line shall be placed below the bottom of the channel pavement. 3.1.3 Proper backfilling shall take place to prevent erosion or siltation. b) If crossing above water, Ductile Iron Pipe shall be used and the bottom of the pipe shall be above the 25 -year flood elevation and special care taken to ensure minimal erosion on the creek banks. 3.1.3 Poor foundation material: Where the foundation material is found to be of poor supporting value, the Engineer may make minor adjustment in the location of the pipe to provide a more suitable foundation. Where this is not practical, the foundation shall be conditioned by removing the existing foundation material by undercutting to the depth as directed by the Engineer and backfilling with foundation conditioning material consisting of crushed stone. 3.1.4 Crushed stone for pipe bedding: Crushed stone for pipe bedding and for foundation conditioning is to be size #67 in ASTM designation D 488, "Standard Sizes of Coarse Aggregate for Highway Construction: (AASHTO M-43, size #67) The sieve analysis of #67 stone is as follows: 100% passing 1" 90% - 100% passing %" 20% - 55% passing 3/8" 0% - 10% passing #4 0% - 5% passing #8 3.2 Water in pipe trench: The Contractor shall remove all water which may encountered or which may accumulate in the trenches by pumping or bailing and no pipes shall be laid until the water has been removed from the trench. Water so removed from the trench must be disposed of in such a manner as not to cause damage to work completed or in progress. 3.3 Laying Pipe: Y 9 P 3.3.1 Manufacturer's recommendations: All piping is to be installed in strict accordance with the manufacturer's recommendations and the contract material specifications. 3.3.2 Proper tools and equipment: Proper tools, implements, and facilities satisfactory to the Engineer shall be provided and used for the safe and convenient prosection of pipe laying. All pipe and other materials used in the laying of pipe will be lowered into the trench piece be piece by means of a suitable equipment in such a manner to prevent damage to the pipe, materials, to the protective coating on the pipe, materials, and to proved a safe working condition to all personnel in the trench. Each piece of pipe being lowered into the trench shall be clean, sound and free from defects. It shall be laid on the prepared foundation, as specified Section 02722-5 elsewhere to produce a straight line on a uniform grade, each pipe being laid so as to form a smooth and straight inside flow line. Pipe shall be removed at any time if broken, damaged or displaced in the process of laying same, or of backfilling the trench. 3.3.3 Cutting pipe: When cutting short lengths of pipe, a pipe cutter as approved by the Engineer will be used and care will be taken to make the cut at right angles to the center line of the pipe or on the exact skew as shown on the plans. In the case of push -on pipe, the cut ends shall be tapered with a portable grinder or coarse file to match the manufactured taper. 3.3.4 Location of groove or bell: All pipe shall be laid with the groove or bell end upgrade, and the spigot or tongue fully inserted. All pipe joints will be constructed in strict accordance with the pipe manufactures specifications and materials and any deviation must have prior approval of the Engineer. 3.3.5 Pipe deflection: All pipe installations shall be tested for deflection. No pipe shall exceed deflection of 5 percent. The maximum deflection per joint of flexible joint pipe shall be that deflection recommended by the manufacturer. A stopper or plug shall be installed in the pipe mouth when pipe laying is not in progress. 3.4 Minimum Separation 3.4.1 The following minimum separations must be maintained. a) any private or public water supply source, including and WS -1 waters or class I or class II impounded reservoirs used as a source of drinking water. 100 ft. b) waters classified WS -ll, WS -III, B, SA, ORW, HQW, or SB 50 ft. c) any other stream, lake or impoundment 10 ft. d) any building foundation 5 ft. e) any basement 10 ft. f) top slope of embankment or cuts of 2 feet or more vertical height 10 ft. g) interceptor drains 5 ft. h) groundwater lowering and surface drainage ditches 10 ft. i) any swimming pool 10 ft. j) storm sewers (vert.) 12 in. (horz.) 12 ft. k) water mains (vert.) 18 in. (horz.) 10 ft. 1) benched trenches (horz.) 18 in. 3.4.2 Where the required minimum separations cannot be maintained, ferrous sanitary sewer pipe with joints equivalent to water main standards must be used. However, the minimum separations shall not be less than 25 feet from a private well or 50 feet from a public water supply source. 3.5. N/A 3.6.1 Sanitary sewer lines shall be deep enough to serve all adjoining property and allow for sufficient slope in lateral lines. All sanitary sewer mains shall have the following minimum covers: a) 4 ft. from top of pipe to finish subgrade when under a roadway. b) 3 ft. from top of pipe to finished subgrade when outside a roadway. 3.6.2 The above requirements may be waved by authority of Director, in which case ductile iron pipe shall be used. 3.6.3 Sewer mains deeper than 12 feet require stone bedding. 3.6.4 Transitions between pipe materials shall occur at manholes. 3.6.5 Where sanitary sewer lines and water lines must cross, ductile iron pipe shall be used and pipes shall cross at near 90 degree angles with 18" minimum separation, as stated in the separation table. 3.6.6 Sewer mains shall be installed in dedicated public right of ways or in dedicated utility easements. 3.6.7 Sewer line easements shall be graded smooth, free from rocks, boulders, roots, stumps, and all other obstructions and seeded and mulched upon completion of construction. 3.6.8 Downstream manholes on sanitary sewer lines under construction shall be plugged and secured to prevent any seepage of water into or out of the line while under construction. 3.7.1 Initial backfill: The initial backfill for pipe shall be carefully placed to a level of 12 inches over the top of the pipe. This backfill shall be excavated soil free from debris, organic material and large rock and stones. Initial backfill shall be shovel sliced so that the material fills and supports the haunch area and encases the pipe to the limits shown on the trench cross sections on the Contract Drawings. 3.7.2 Final backfill: Final backfill for pipelines shall be defined as that portion of the trench from an imaginary line drawn 12 inches above the top of the pipe to the original ground surface. Final backfill will be done with suitable excavated material and tamped in 12 inch lifts. Debris, material not given to adequate compaction, and stone over one cubic foot will not be allowed within the trench limits. If material excavated is not suitable for backfilling, the Contractor shall, at no increased cost to the Owner, remove and dispose of such unsatisfactory material and shall backfill the trench with suitable material obtained elsewhere. 3.7.3 Steep Slope Protection: Sewers on 20 percent slopes or greater shall be anchored securely with concrete, or equal, with the anchors spaced as follows: a) Not greater than 36 feet center to center on grades 21% to 35% b) Not greater than 24 feet center to center on grades 35% to 50% c) Not greater than 16 feet center to center on grades 50% and over 3.7.4 Compaction: 3.8.1 Within traffic areas: When pipelines installed within the ditch to ditch limits of any roadway, driveway or parking area etc., backfill shall be compacted to a minimum dry density of 95 percent of the maximum dry density in pounds per cubic foot as determined by the Standard Proctor Compaction Test. Backfill material shall be placed in 6 inch layers and thoroughly tamped or rolled to the required degree of compaction by sheepsfoot or pneumatic rollers, mechanical tampers, vibrators, etc. Successive layers shall not be placed until the layer under construction has been thoroughly compacted. 3.8.2 Outside Traffic Areas: In areas outside the ditch to ditch limits of a roadway,driveway, parking areas etc. backfill shall be compacted to a minimum d density of 90% of the maximum Y, P 9 P dry Y d density in pounds per cubic foot as determined b the Standard Proctor Compaction Test. An settlement shall be immediate) corrected. dry Y P P Y P Y Y 3.8.3 Equipment Traffic: Heavy equipment shall not be operated over any pipe until it has been properly backfilled and has a minimum cover of 24 inches. Where any part of the required cover is above the proposed finish grade, the Contractor shall place, maintain, and finally remove such material at no cost to the Owner. Pipe which becomes misaligned, shows excessive settlement, or has been otherwise damaged by the Contractor's operations shall be removed and replaced by the Contractor at no cost to the Owner. 3.8.4 Pipe maintenance: The Contractor shall maintain all pipes installed in a condition that they will function continuously from the time the pipe is installed until the project is accepted. 3.8 Manhole installation: 3.9.1 Precast concrete manhole: A recast concrete manhole shall be installed at each break in line or rade in each sanitary sewer as shown in detail on the Contract Drawings. Manhole P 9 rY 9 sections shall be set plumb and on a firm foundations. Each joint between sections and all wall openings shall be sealed with 2:1 sand -cement mortar mix and made watertight. An eccentric P 19 cone section and standard frame and cover is to be installed on each new manhole. Final adjustment to grade of all manholes shall be done with brick and mortar and each frame and cover shall be grouted firmly into place. 3.9.2 Manholes shall be spaced at a maximum distance of 400 feet apart for lines 12 inches in diameter or smaller and at a maximum of 500 feet apart for lines greaterthan 12 inches in P P P 9 diameter. 3.9.3 Manholes for sewers under 21 inches in diameter shall be a minimum of 4 feet in diameter. Manholes for sewer 21 inches in diameter or9 reater shall be 5 feet in diameter. All manholes requiring inside drops shall be a minimum of 5 feet in diameter. When two or more inside drops occur at one manhole, a minimum of 6 feet in diameter manhole shall be used. All manholes shall have a minimum access of 22 inches in diameter. 3.9.4 Manholes inverts: Manhole inverts shall be constructed of concrete or concrete and brick of semicircular section conforming to the inside diameter of the outlet sewer. Changes in size of pipe or rade shall be made gradually and changes in direction constructed b using true Each manhole shall be provided with such channels for all connecting sewer pipes. Drop manholes PP 9 9 Y 9 Y 9 P 9 PP P shall be provided where invert separations exceed 2.5 feet. 3.9.5 Manholes located within the 100 year flood Iain or in areas of high round water shall abide b the following when applicable: Y P 9 9 Y 9 PP 3.9.5.1 Watertightness: 3.9.5.2 Manholes shall be pre -cast concrete or poured -in-place concrete. Manhole life holes and grade adjustment rings shall be sealed with non -shrinking mortar or other material approved by the Division. 3.9.5.3 Inlet and outlet pipes shall be joined to the manhood with a gasketed flexible watertight connection or any watertight connection arrangement that allows differential settlement of the pipe and manhole wall to take place. 3.9.5.4 Watertight manhole covers are to be used wherever the manhole tops may be flooded by street runoff or high water. Locked manhole covers may be desirable in isolated easement locations or where vandalism may be a problem. 3.9.5.5 Manholes shall be designed for protection from the 100 -year flood by either: a) Manhole rims shall be 12 inches (1 foot) above the 100 -year flood elevation or, b) Manholes shall be watertight and vented 12 inches (1 foot) above the 100 -year flood elevation. Manholes shall be vented every 1,000 feet or every other manhole, whichever is greater. 3.9.6 Corrosion Protection for Manholes: 3.9.6.1 Where corrosive conditions due to septicity or other causes are anticipated, consideration shall be given to providing corrosion protection on the interior of the manholes. 3.9.6.2 Where high flow velocities are anticipated, the manholes shall be protected against displacement b erosion and impact. High velocity is defined as 15 fps orgreater. 9 P P 9 P Y P 9 Y P 9 3.10 TESTING: All pipe installations shall be tested as specified herein. Tests shall be performed by Contractor at his expense in the presence of the Engineer or his representative. Testing shall not be performed until such time that all work which may affect the results of the testing has been completed. Where a test section fails to meet test requirements, Contractor shall make corrections as specified herein and retest the section. The correct/retest procedure shall continue until such time as test requirements are met. 3.10.1 Air Test: All gravity sewer pipe. 3.10.1.1 Air test shall be conducted in strict accordance with the testing equipment manufacturer's instructions, including all recommended safety precautions. No one will be allowed in the manholes during testing. Equipment used for air testing shall be equipment specifically designed for this type of test, and is subject to approval of the Inspector. 3.10.1.2 The test shall be performed only on clean sewer mains after services are installed and the pipe is completely backfilled. Clean sewer mains by propelling snug fitting inflated rubber ball through the pipe with water. After completely cleaned, plug all pipe outlets with suitable test Brace each plug securely. 3.10.1.3 For pipe within test sections above the ground water table, add air slowly to the portion of the pipe installation under test unti Ithe internal air pressure is raised to the starting pressure of 4 psig. After the starting pressure is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. When pressure decreases to 3.5 psig. Start stopwatch. Determine the time that is required for the internal air pressure to reach 2.5 psig. 3.10.1.4 For pipe with test sections below the ground water table, determine the starting pressure for the test section, in psig, as follows: 1. Determine the maximum depth of pipe within the test section in feet. 2. Multiply this depth by 0.67 feet and add 9.3 feet. 3. Multiply the result in part 2 by 0.43 and round to the nearest 0.5 psig. After this starting pressure is obtained, continue the test in accordance with the procedure in the paragraph above. 3.10.2 Requirement: The test section shall be acceptable if the elapsed time for pressure drop of 1.0 psig is greater than the sum of the times shown below for all pipe sizes within the test section. PIPE DIAMETER (INCHES) PIPE LENGTH 4 6 8 10 12 15 18 21 24 25 0:04 0:10 0:18 0:28 0:40 1:02 1:29 2:01 2:38 50 0:09 0:20 0:35 0:55 1:19 2:04 2:58 4:03 5:17 75 0:13 0:30 0:53 1:23 1:59 3:06 4:27 6:04 7:55 100 0:18 0:40 1:10 1:50 2:38 4:08 5:56 8:05 10:34 125 0:22 0:50 1:28 2:18 3:18 5:09 7:26 9"55 11 "20 150 0:26 0:59 1:46 2:45 3:58 6:11 8:30 " " 175 0:31 1:09 2:03 3:13 4:37 7:05 ;; m 11200 0:35 1:19 2:21 3:40 5:17 _ ;; 12:06 225 0:40 1:29 2:38 4:08 5:40 "1110:25 13:36 250 0:44 1:39 2:56 4:35 11" CIVIL 8:31 11:35 15:07 275 0:48 1:49 3:14 4:43 11" 9:21 12:44 16:38 300 0:53 1:59 3:31 "11" Q 10:12 13:53 18:09 350 1:02 2:19 3:47 11 118:16 11:54 16:12 21:10 400 1:10 2:38 11 116:03 9:27 13:36 18:31 24:12 450 1:19 2:50 "1.6:48 1 10:38 1 15:19 1 20;50 27:13 500 1:28 5:14 7:34 1 11:49 1 17:01 1 23:09 30:14 3.10.3 Corrective Measures: If elapsed time is less than the specified amount, Contractor shall locate and repair leaks and repeat the test until elapsed time exceeds the specified amount. 3.11 Infiltration/Ex-filtration Test (Use All manholes): 3.1 1.1 The use of this method for sewer pipe, in lieu of air tests may be used as an alternate test method. 3.11.2 Procedure: 1. Infiltration: Immediately following a period of heavy rain a test of work constructed up until the time shall be made. Three measurements shall be made at one (1) hour intervals to compute the amount of the infiltration. Test for manholes only shall be conducted on individual manholes. Tests for pipe and manholes shall be performed on test sections not exceeding 600 linear feet of collector sewer and shall include both pipe and manholes. The Engineer reserves the right to use his judgment as to whether the ground is sufficiently saturated and/or whether the fall of rain is adequate to permit making infiltration tests. In the event that sufficient rain does not occur before the date of completion, the Contractor shall be required to conduct the tests at any time during a 30 -day period following this date. Should the Engineer determine that certain pipe of manholes couldn't be tested by infiltration methods, the Engineer may direct the filling of lines and the measurement of ex -filtration. The allowable rate of ex -filtration shall be the same as for infiltration. 2. Ex -filtration: Determine test sections as outlined for infiltrations tests. Install a temporary water plug at the inlet and outlet of the test section. Fill test section with clean water up to the bottom of the lowest manhole frame within the test section. Allow time for saturation of pipe and manholes refilling test section as required. Beginning with a full test section, allow at least eight (8) hours to elapse without adding water. Measure the water level at the beginning and end of the elapsed time above. Compute the volume of water lost in gallons per hour. 3.11.3 Test Requirements: The rate of water loss/gain shall be less than the rate, in gallons per hour, calculated for the test section using the following allowances: 1. Sewer main and manholes with or without service laterals; 100 gallons per 24 hours per inch of sewer main diameter per mile of sewer main (gpd/in-mil). 2. Manholes only; 1 gallon per 24 hours per vertical foot of manhole. 3.11.4 Corrective Measures: If actual leakage rate is greater than required leakage rate, Contractor shall locate and repair leaks and repeat the test until actual leakage is less than the required rate. SECTION 01568 SEDIMENT AND EROSION CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Erosion and sediment control shall be provided during the entire construction period as specified herein. 1.2 REFERENCED SECTIONS A. Section 02820 - Grassing 1.3 REQUIREMENTS A. Contractor shall comply with all local, state and federal laws, ordinances, rules and regulations pertaining to erosion and sediment control, including those promulgated by the State Administrative Code. Contractor shall indemnify and hold harmless the Owner and Engineer from and against all claims, damages, losses and expenses resulting from such work. B. Obtain Land Disturbance Permit from governmental agency having jurisdiction over project site. C. Contractor shall install and maintain a rain gauge, onsite, during construction. PART 2 PRODUCTS Not used PART 3 EXECUTION 3.1 EROSION AND SEDIMENT CONTROL MEASURES A. Contractor shall take all measures to control erosion and sedimentation along pipeline rights-of-way, at the construction site, including borrow and waste areas and temporary access roads, and at off-site areas especially vulnerable to damage from erosion and sedimentation. Work shall be scheduled so that areas subject to erosion are exposed for the shortest possible time. Temporary protection shall be required for exposed or disturbed areas until permanent vegetation is established, and shall consist of temporary grass cover (see Section 02820 - Grassing), mulch, netting or plastic sheets; except that temporary grass cover shall be provided where specifically noted on the plans. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer required, unless otherwise directed. Trapped sediment remaining in place after removal of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. B. Temporary Silt Fences: Immediately after site clearing, temporary silt fences shall be placed in the locations as shown on the plans or as necessary to prevent erosion. Silt fences shall consist of a specially manufactured woven or nonwoven drainage and filtration fabric attached to a temporary support system of galvanized woven wire mesh and steel or wood posts. Height of fabric above grade shall be as shown. Fabric skirt shall be buried to anchor the bottom edge of the fabric. Posts shall be spaced not more than 10 feet apart. 1. As far as practicable, fences shall be located on uniform contours and arranged at right angles to the runoff direction. Fence ends shall be turned up the contour for a short distance to prevent bypass of silt. 2. Silt fences shall be inspected periodically and all necessary repairs promptly made. Sediment deposits shall be removed when deposits reach one-half the height Of the fence. Removed sediment shall be disposed of in a suitable area and stabilized to prevent erosion and sedimentation. 3. Silt fences shall be removed as soon as disturbed areas and slopes have been properly stabilized. 4. Filter fabric attached to existing chain link fence for erosion control purposes shall be installed as detailed for temporary silt fences, including height of fabric above grade and fabric skirt anchoring requirements. Fabric shall be the same material used for temporary silt fences. Fabric shall be removed as soon as disturbed areas and slopes have been stabilized. C. Silt Fence Inlet Protection shall be provided for storm drain inlet protection as detailed on the plans. 1. Barriers shall be inspected after each rainfall and repairs made as required. Sediment deposits shall be removed when deposits reach one-half the height the barrier. Removed sediment shall be disposed of in a suitable area and stabilized to prevent erosion and sedimentation. Barriers shall be removed the area stabilized when the drainage area has been properly stabilized. D. Stream Crossings: 1. Adequate sedimentation and erosion control measures must be implemented and maintained on the project site to avoid impacts to downstream aquatic resources. Temporary or q P P 1 P q P rY permanent herbaceous vegetation should be planted on all bare soil within 15 days of round disturbing activities to provide long-term erosion control. P 9 P Y 9 9 P 9 2. Under no circumstances should rock sand or other materials be dredged from the wetted stream channel or opposite banks under authorization of this permit, except in the 9 PP P P immediate vicinityof the sewer line crossing. Instream dredging has catastrophic effects on aquatic life and disturbance of the natural form of the stream channel will like) cause 9 9 9 P q � Y the downstream erosion problems, possible affecting other land owners. 3. All instream construction should be conducted in a dry work area. Sandbags, cofferdams, jersey barriers, flexible pipe, or other diversion structures should be used to minimize excavation into flowing water. 4. If utilitylines are to be encased in concrete adequate precautions should be taken to prevent direct contact between wet concrete and stream water. Uncured concrete affects water q P quality and is toxic to fish and other aquatic organisms. 5. Natural materials should be used as much as possible to restore stream banks at crossings. Riprap should be limited to the stream bank below the high water mark, and vegetation should be used for stabilization above high water mark. 6. All affected wetland areas must be restored to pre -construction contour and condition. 7. All mechanized equipment operated in or near surface waters should be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. 3.2 EMERGENCY CONDITIONS A. If unusual) intense storms cause planned control measures to fail prompt restoration and cleanup of sediment deposits shall be made including damage to adjacentproperty. If Y P P P P P 9 9 1 construction is delayed or shut down, temporary cover of exposed and disturbed areas shall be provided. END OF SECTION SECTION 02050 DEMOLITION AND REMOVAL PART 1 GENERAL 1.1. RELATED DOCUMENTS A. GENERAL: Requirements of the General and Supplemental Conditions apply to all Work in this Section. Provide all labor, material, equipment, and services indicated on the Drawings or specified herein or reasonably necessary for and incidental to a complete job. 1.1. DESCRIPTION OF WORK A. GENERAL: The demolition of existing vegetation in indicated areas, removal of striping and curb and gutter, removal/reworking/verification of stone base, as well as demolition of sections of the existing retaining wall and fence. Also includes the relocation of one metal storage building at the direction of the Owner. 1.1. SUBMITTALS A. GENERAL: Submit proposed salvage, demolition and removal procedures to the Engineer for approval before work is started. Procedures shall provide for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. 1.1. REQUIREMENTS A. GENERAL: The work includes demolition or removal of all construction indicated or specified. Do not begin demolition until authorization is received from the Engineer; refer to paragraph TITLE TO MATERIALS, hereinafter. Remove rubbish and debris from the job site daily, unless otherwise directed; do not allow accumulations inside or outside the building(s). Store materials that cannot be removed daily in areas specified by the Engineer. 1.1. PROTECTION A. EXISTING WORK: Protect existing work which is to remain in place, that is to be reused, or which is to remain the property of the Owner, by temporary covers, shoring, bracing, and supports. Items which are to remain and [which are to be salvaged and] which are damaged during performance of the work shall be repaired to their original condition or replaced with new. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. B. TREES: Protect trees within the project site that might be damaged during demolition and that are indicated to be left in place, by a 6 -foot high fence. Erect fence a minimum of 5 feet from the trunks of individual trees or follow the outer perimeter of branches of clumps of trees. Restore trees scarred or damaged by Contractor equipment or operations to a satisfactory condition or replace as determined by the Engineer. The Engineer shall approve restoration prior to its initiation. C. FACILITIES: Protect all electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. 1.1. EXPLOSIVES A. GENERAL: Use of explosives will not be permitted. 1.1. BURNING A. GENERAL: Burning will not be permitted. PART 2 PRODUCTS Not Applicable to this Section PART 3 EXECUTION 3.1 INSPECTION A. GENERAL: Examine the areas and conditions under which demolition and removal will be performed and notify the Engineer in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner. 3.2 EXISTING FACILITIES TO BE REMOVED A. STRUCTURES: Remove indicated existing structures to grade and as indicated. 3.3 DISPOSITION OF MATERIAL A. TITLE TO MATERIALS: Except where indicated otherwise or specifically specified otherwise in other sections, all materials and equipment removed, and not reused, shall become the property of the Contractor and shall be removed from the Owner's property. Title to all materials resulting from demolition, and all materials and equipment to be removed, is vested in the Contractor upon approval by the Engineer of the Contractor's demolition and removal procedures, and authorization by the Engineer to begin demolition. The Owner will not be responsible for the condition or loss of, or damage to, such property after notice to proceed. Materials and equipment shall not be viewed by prospective purchasers or sold on the site. B. REUSE OF MATERIALS AND EQUIPMENT: Carefully remove and store materials and equipment indicated to be reused or relocated to prevent damage, and reinstall as the work progresses. 3.4 CLEAN UP A. DEBRIS AND RUBBISH: Remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas. Clean up spillage from streets and adjacent areas. B REGULATIONS: Comply with federal, state, and local hauling and disposal regulations. (End of Section 02050) LJJ LJJ U Z L1J CD Q or0 LL %,.��`�\ IIIIIAR p"�' CLAYTON 9 ' ENGINEERING & M DESIGN, PLLC. z(D "� No. P-1463 'T :.n ��` ' ��O qO. F�� OF A BeunnII� ll .��N I0"C Afill, `%R00, o 0 2 .Q SE _ - 40 • F o �• •• ' ��OBBB011 C040,� 09/24/18 U Z O U LU cD Q Q W < J3:J a w U) O w = o = LU a Z = o = O U w m > _ LU Z CIVIL U) Z O Q U_ U_ U 9 LU 0- a W0 U O cl: 0- JOB NUMBER: 18023 DATE: 09/24/18 DRAWN BY: WSC CHECKED BY: WSC REVISIONS NO. DESCRIPTION DATE SPC102 SHEET 12 OF 14 W:\Projects12018\18023 - Boone Storage\500 CADD\560 dwg\BSU18023SPC_l01.dwg,1/17/2019 2:28:35 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION N N Gdo 0 CNS W S�(=p^_ W o0 =max N O m^_ W WN Wp��'N = W W WSWSWO W� W� pOW GJ (Ap N^_ W Wtn WQ W W W'o x Ga WGa0 Gai Ga WmWO W WO W W W W W W WS- Wm3 W(D C- Wp jW W- N N NNmN NN NO NNNN --�n�--�N n C N��--� cD �--�N p O n�--� S<�--�NN�--� �--� ND n �--� p_�--�NNN,p N(D N'O N� rt N -O N�--��p--��--�NN� N� N!,a n NNN NO NNn �a�� I p �. I C N N NNSN N� �S 0 O a O C O O CD n' 3 O �-• O O� O O 0 0 0 0 = O C (J) (P U U U) C A A W-30 N F 2 V 7 V V .y-. (J) CT (.J) U) A W W W'O N i - N (_Op i N N-30 O W W W N �. A W rn N Np O' = 0 0 C O rt= D X F N p J rn N O D= 'D. o m a 0_ m N� rt� fn (q i ._�, o� �• W A O� y �� O m �� O C m rt Cn O (7 m y O' j p D Q O' p W 0 D• p� � O COrtp N O" G N p O ,�+ Z C7 m O" p W O y W C/) C7 C (n 0� •, p j an a=i O- o o�� o_p v j F ON o� _ -w o D n v rn s tp a w (pi rn mo C) N znaA0 mart rn AN �� D j. rn =. mo �r1 �C0 cD7 �=02 (D N�Tml AO rn y_ cmnx �v O N < ro S c__rt c7 0 o rn o - D mn= y O �� to = mm AN,.,� mmp D(/7 Z0, .Z7N = n - p_ () o_ O O < C CD C7N _o < "'. o- �<(n 3 A<o v m G)O �v f m ort y _ 3 A p = < 0 !• m CD o p D = m X (D D m o_ 7 rn= o m W j. D ��• o c _ o 3 m < f O- --i O- j O� C �v D _. O Q o c7 W o - o - rn 0� rn S o_ fn m o ➢ o' D m rn D< O rn N c➢j p 0 rn o m D o O y O 0-= Zc7o O o N O x m' Orin m mcD mp_ O m(� rtf� (° p (p p App C)p O r0- O rN O y y y D .� N o O-= p oma, �mz-o m� �� < y=0 p_j rn m _ 0 a0 N' mD _ N () y w' �Zr ZDZ ZN =Z-. CD x C7 O_ O m Xy x O z O X C ZO .. O Zfn 7'y 3 �N Zt� p 0 (n- p_ rn D,y«< .Z-1SZ Z < m rrt DO Z(ni c m O D O G m c m O p X N n O O =rt A<� 0. 0- Zy 0 p- Z p 0 OF O rtC')p 2n y N Ano oo =� DS m y N m O o� px m N m�rna o�•y 3 p m3 CD rt �rn .. O O ��COND Z ➢O(n��A W a, O- rn (n - = 0. 0 N D x ?c m D �v = v G7 N 3 rt O' G� �*z7 O a 2 p 2 S 2 f• 3 2 S O o rt O X r G p_ . 3 p o a o 0 r nr A m C z _rt O o Z c (D rt y cn 3 f m O O r p O m O "(rnn pG TJ p_ 0 (D O rOo _= CD N (D D r 0 S= rn r O O D p= Zf (D f D rn f.O O Srt m w 0(np (D D3 0 to p y O m S0 M ZIZ Cn �N = S 0 p 0 O - D N o X o Co0_m=m () m y C D p 1v=.rt == N m �. _ SC-O_(n (7 CD = CD y c R -X rn f 0 5> Tl ND C N (� ZN rn o O (n o �' =c zrn D n= p 0 SAN -Orn x< x� =X �c rt. p< opt0 0 0 (n(Sctp rn nNo 3 =o y -o rn tp N o 0 v o illy o p cci p 3 N 3 O y D 0" y -' p_ C• CD (° N CD c '0-r C N =< o '0 0_ r CTl •• �' D CD D -O' N D `G m y 0= Z CCD O rn 0 C1 DTI CD p 0 0 o S O_ ;U 0 0- Cn r CD fA' 0 0 -0 rt CD = O 3 N• 3 0 m� •„F C O p_ OCG o o rt < N =o- m = �'y S rt �v o ov o mcn �� =➢1.DN D m Z = rt '-'•rn COr. p CD <C'7 (rni (°'0 = ,,o � p 0 (D Crt�. _� o= rn p o C7 o.� ��rn �� p_p_ p rt C O X N rn X Q 0 O O_ 3 C_' o _x O (n �� -`L o �y �� 0 1 0 i%`G o o < C7=0 n�--I-2- >'� - Cn �•�_ 0 'L rn= SC.O O rn y �• N 0 D D D DO o N �� D rt -a Q x� C7 rn n =.3 0 O A0 D zo OrtOrn O o 2 s= o -N �'0 0 0 =C) O 0y = o to rn D p =_ _➢ O 'O o O_ � c rn rn O D F tp 3 S p a s c) _. = . 20 ID_ O C) CD 0 0 D p - 0 � Q p 7� y 0 O N� N f�T'I m A m JC rn y 'O = < CD W - O N m O p p_ Z O_ �• N O () (D O O O. 0 -O O_ Z Z = CS = y `G O rt 0_ D y 0 = (� fD (D O_ CS ,..� O S fn Cn 0_ ��, 0 (n Nt0 0 0- �, D Cn 3 0_ D 3 oto O_ p_ `� 3 (D y= CD CD C `° tp -• - rn =' O = CA=p (rnSn < (OD O. y N (mn 0- rt o C1-5 CD y y 0 3 rt = y m O'� N = W C 0 rn rt rn N D N m 0 y C rn tp CD y rn m 0 p .Z7 rn A rn �. _= 'O p -0 p y t0 (7 r rn Cn r fn 0 3' m e p rn o= z -z z tp _ o y. mrn a - < n o �(So n N < rn = rtc O x rp o 3 y S p N v = o N < N� C O s WS =cX) N rn z o o p 3 X n rn=Ay x n y 2 0 rn rn y3 g n S'•� N= n3 n c Ovc = o D o 0 p O O S �. V rn= y N• p 0- O 'O 0 r rn rn TI 3= o rn 0- 0 - 0 _D O rn (D _ rn O' = CD C= rn O rn = rn 0 O- 3' 0_ 3 tp r0r O _- y 0 o A 0 'C -r 0 O_ O' CD= O O rn V rt o Cn 0- y (NDrt o rn \ O o N rn O' o y m x< _. rn 0 _• n rn N a� o m=(TN n. o< rn m o m 30 D o c x 0< n rn'v o o m o O o ° 0 cD v G) O' y C7'O 7 O X 0 O• _ _• _ S O `r p () p' = S N N d O 7 'T'\ S. CS = N p j (D l n (1 y p' p S rt N Q ='� [D S C O j (A (D = f (1 O C O f rn CD O O p D .ZJ x p o 3 ort o fn o• o c oa (n o D rn p n (=n tp (mn CD 0_ F COD ((n = rn Cn (D O_ rt N = 0 0 C..) y Z y d .. 0 rn = D �, 3 N O N rt (rt 3 rn 3 N p c 2w 0- 0 0 N n- 3 t0 �. 0_ O O< _ N f�T'I D (D n-. f N N o= o rn �v -o m Srn c m rn �rn N p 3 ='D On cam aN N D fn y - CD S o S =' y mrn 0 r`a a m e v_= 3 •Oo vrtD n o p< y v 0o N o O o y y rn p= N y X rn 0= __ = O tp O 0 X = = p N m y n A A =_ (] D C 0• _ (D =_ rn O O y y = c �' O A 0 y f 0 d O f I rtt0 C 0 y y n .. C y N S d rn rn - O rt' S p_ < (D In x y p 0 rn p_ tp ,� = o = C1 O' pap = 0 CD 3 0 3 0 _ = 0 E O = 0 CD C = = O y - y r C7 p_ o _• 'L O < `L 0 p CD o =' (7 �' O p .Tl p < 0 0 .� n S 3 S S Q p = N p 3 `L 2 =' o CD C7 x S 7 < (SD CD �• rn CD p- (D Ort 0 0 X 0 0 0 = Cn y S t0 rn C rn rn Ort 0 S () ?7, = rt rn _ p 0 c Cp O rn p O O_ S= y rn fD p `G p N o _ 0 _ _ N (n < < = rn o_ rt N (n p O O 0 0 p_ O t0 f y O' C O C p () y O CD o rn rn = p 0' Cn O N ,+ N = y 0 CD 0= y CD O O () rt O T rn rn �, O f N p_ y ap O_ O rn - rn O O 0 0 = 0 O N rn C7 _ rn C X y _ p_ = tp y CD = 0 0 Cn 0-� rt o p 0 `< O rn t0 .S p p_ = 3 fn rn = 3 n N F rt= o o p p_ 0 3 0 0 in• .=-F O N CD - y O �• N O' -0 - d O= 'O C" .y+ (D 0 -o S O y y' = O O N O N = (D (SD 9 G 7 O 7 V V O N q< 3 3 �. f 7 tp Cl N 0 C C m 0 < ap 0 �G O U y N CD CD A CD �. A O• p p 0 0 p rn< 0 CD O C f O_ rn CL (p D = p 0 S `< 0 < 0 rn o N S C7 3 = p N p= N p m c 0 N N CDA 0 0 �' N m rt _= F 0 (=p 0+ V n 0 = 0 3 v 3 3 0 O O d cl < O i � rn (C � C C = _ fD CD � fn � p o O O CD E rn y N C y y p p_ CD _p_ y N N d N - 0 O" _• ()• y O = F _• rn O CD rn p d O p p rt 3 N y D ._+ _ O' O" p t0 n p_ _ OG y N (D' 0 m o rn O �• A 0 0 N O O y (D 0 o= O �• 0 tp rn p �' A S O �. C Qt0 (D 0_ o N= CD N 3 N rn p p n CD 0 �0 3 = m N N d 0 0. y Q m� = S- C< CD CD 0' 0 (1 y O = O W O O' O rn y 3 ,+ 0- rt o �: 0_ D rn 0 S 0 CD 0 7 O 0 CD = o O rt N 0 �: F= 3 0 p =r 0 C = 3 7• CD D O o S y= O O CD CD N O C C D_ y O N O = 3 (=j 3 �< rn = N 0 0 0 3= 0 rt p =` '0 y 7 O ,p (D p rn y F _• O = F y A O• O- I < 0 (D = O y 0 = = p O rt rn-0 rn y- 0- X' tp 0 S rn p _ O = O = = 2- = < O = CD O O 0 D O CD C S- (D p G 0 = _' y = C O F O O = d 0 0 O N = p_ (n 0 CD O C S f CD < C. 0 O _ d= Ort O CD y p rn O O 0 S D 3 3 0 (p = 3 = d 2. rn f O T O rn rn Cp O 3• p CD = rn= rn () 0 rn y p= = 0 3 rn p o p O =' o X D = O= p y= O 0 0 C p p D D O i O O Cn O n 0' �. 0 F m `1- 0_ _ + c = Cn o N m f c - O CD y O p CD = -• < 0 CD O C1 - p �< < = CD to _ S rn C O C 3 y ,� d O O_ A '-'• �• O_ N -O _ tL] O rttp Cn S CD O `G S rn CD 0 rn= CS tp O_ - = CD = c C tC 0 CD == O O' rt S y • cr O _ CD rn y rn N p CD r0« = N O 3 CD p N rn p 0- CSD (� O_ y D rn m y y D O S �' y = O S SCD y C D p rn O �- S CD p_ y= N p rn O =' 0 CD p 3 CD = = rn rt = rn 0 = rn C O N y D G O 0 0- < 0 N 0 0_ - C (D 0' O- 0 - O y p y C d< 'O 0 O CCD (D 7 G O Q 3 X O O" CD rtC X' 7 D y 0 S= y 0 Cp CD = _ C rn O_ O O p 3 _ y y ''. NC- O O" O =' 3 p_ rn �= D () y = = C O 7 7 S p O O 0 �. N 0' .tet. v D O a0 3 7 (D 0 tC _ O- O o `o. \< Q C rn 0 3 0 �' N D C N (_-) S C1 p_ (=j -yo O (�) O 0 0 3 •y- `< C N 0 ._+ O (D = p O (p O O rn CD CD y C N- 0 Q = CD N = O 0 C N d d 0 O Drt O rn �. rn �. d X N _ N n O D N O y N CD O' fpn (� < p " .+ y y y CD O y N 0 O rn (D - z' 0 E N () D_ O O _�: O '� 0 fn t0 0' CD O c 3 f 0 7- 3= Cn 0 0- C N ( C O O =< y p S O_ Cn C N= S C) O XO 0 O' S O C O p `< �' S C _ J' O c rn c x rn N O CD CD y D = rn = rn rn = fn S= y C= C O= C Cn rn j <p rn 'O O N 00 O_ O' _• (D. N O y o rtC ?? 0_ rn p D 0- C y 0< A 0 f. 7 D O_t0 ap m 0 CD JG p tp CL O N S O j D r- S S O_ N 3 O y O_ -tp _ O _p_ c_ O 3 o X _rt = y O = _ '0 0- O' = d 1• y O_ y O_ O_ O (D O' O O_ rt - = rt y O O_ C O CD S rn =• tp rt = C - rt = = C O _ C O 0' _ O CL O O _ p_ (p = rt CD ` O C . O' CD T` 0 t0 IV N) S rn c rn O rn 0 y CSF C N G ftp y p A N N== rn A 0= O -0 c < V) N _ 7 O_ 0 rt y rn- rt O_ O= y t= = p X ti. < N rn p fpn = O Q O O O C 0 p X C 0 CD O N• rn p• O_ 0 0 Drt y d c (� _ = 0 y O o x (� d 0 tp y Qap o 0 0 O . 3 0 �_ = O' CD CD y y 0= rn< QD y rt O d "�. rn o O= �. -Q S = O_ p 0 <• - C* 3 0 �, G N= rn (n -0 N O_ N C=D O .0+. O 3 d 0 ,0+ O C y 0 0 N o? O N fn 0 y O_ (� < p I N N o m N D O O= Q rt O N to 3 0" S O C t0 O: G= d =' p 3 m c f O N O a O' p ? C O C o O' _ N = CD N 'rn0 O' rn= x 0 p 0- rt O_ �+`< _ 3 < C 3 C O O S = 0= C y -0 CL O p = S `i Cn O j' 0 ._+ D y rn O - 0_ Q S ,� �+ tp ,..� = fn rn _ _ .0+tp - N y tp O =' M N y O = O 0 CD C O- p O rn rn p y f c O- j• � p_ O �O rn =A y y CD p Q F 0 C=p p O=� y CD M O C p 0- _ 3 p p c = O D' _ (D N. tp O 0 N (p y o = - r00� -0 �� f . O O' CD p =' O `< C S = y (D p = _ = 0 N = < 0 O' = O_ N - j(' = 0 y CD O F O_,0• O D (n 3 C') CD [) 3 _ _• O 0' N rt CD < O :t0 2 x y nl rn CD p_ p_ = tp N rn O_ O = _ `t. 0- O rtC rn = rn rn 0- 3 0- p Cn y CD CD O_ S = _ N O y S N CD = o y O S rn 0- = O O N N 0 y rn tp D rt C y d �' CL _ f W 0 0 c = (p C = C_CDD Cp 0 O O p_ _ _ p 0 O- rn N O n 0 3 0 3 O O S 7 < - (D = y rt 7 p rn o = (D' _ S rn rn Q N 2 N O y .=-F 0 '� C N A O< = x x< rn o y= = F N rn o O' f 0 tp N 0 0 3 �' 7 Q D D N' rt O X (p = = 0 rn rn O N rt S y y 0 0 rn CD 0 o x 'O 0- 3 O rt O rt O" O N O ' N y 0_ D 3 CD CS 0 O_ L- 00 CD �• CD ap N ox 0: 3 p 0- - 0 C=) 3= 0" S rt � _ 0 0 0 p p d 0 = F f• A 0 rn O C� CD - p 0 rn 0 _o = _ O A D N 0 p t0 V 0_ O CD 0 0 (p p CD .y+ .rnND �. O CD rn p = 0 _ < p '0 'O t0 A 0 0 0 C S o c 0 rn CD 0 = 3 (, m port n= rt m� (' c p= c '�Z o n (D o' o o p 3 ° �Lp v 3 0 s rt n p O -• o cn = _. � = 3 D 0 rn p = 0 o G) 0" o Cn. (D N �' N CD = p = O 7 D O _ A Ort =_ = CD C O 0' O = F `G d 0 = C = y rn 3 2- ,- y O o 3 (<p = 0 = to = �' CD S = y Q- 0 O_ tZ (-j w' •tp Cp Cl 0 0. 3 rn 0 t0 - O =. _ a0 S _. p N C = O 0 rn CD = G7 C t0 CD < 0 0 = o j C=D = O F o p O CD rn O X 0 = S y y rn= 0 CnD �G" O fn 0 `G (T fD CID 0- 0 rt =COD F O' o rn (,S S 7 0" 0 �+ = d (D - C D N ,rt+ 0 -00 N = y i p tp y S CD O .'0 CD 0 O 0 O(0 3 CD D 7' TI 0 00 G rn N N Q N 3 CS p_ d G y 0 p S m- = 0= p 7' p_ 0_ CD 0 O O c O 3 = O p O 7 N a0 y= 0_ c N O_ - '� y 3 0 rn O O, o y CD p_ 0 = o ,p = G S rt C p o p o p 0 _ (D CC ._« D �. Cn `� A = rn rn S A fTl fA 3 0 < tp p Cp - `G O c 0 rn O rt = = A C tp CD = 0 5 0 0 p !')' - y y 'O = C p O rn N= = O rt 0" (n Q rt .X -t rt y (� `G CD C 0 C = C, rn. rn - N y 0 • 9 t0 rn 3 r« y p== C1 5' o 0 p_ 0= 0 rt C O CD O O_ rt (') CD N C rn rn 0 O rn - 'O -0 O 0 0 rn D t0 0' N O O p S CD - p_ < = O p < rn = -0 O o _ D_ = tCD 3 (D rn (D rn 0' S S S 7 0 `� _' O 3 o rn rn S rt O CD (7 = p rn CT 0_ rn 0 n F D D O j 7 N p_ N n N C1 CA = C0) 'r^D, O 0 0 = O O rn D O_ S = O O o' d NCD ,� = 0- S= 7 y -O o rn 0 O A 0 p_ 0 p_ c y -T. y "' D y + y C'D W to p' y O y+ CD 3 rn CD c A rn CD O N p CD a0 = 0 C1D � N = p N F 0= 0 p N = F CL (p 0 p_ N p C N N O' O j D N O C o' p O f `� 0 0 C p 0 p_ p 0 0 CT f=i 0 t0 3 _ 0 y y O O '0 = 7= 0 0 'O ? p p_ 3 0 O_ I Ort CD GJ 0 0 rn S O O A 0 rt= Q O -o S CD = 0 'O -0 O_ `t p CD = A ? O" o C1 n N- i N p 0 m C p Ort o N Jr p fon 7• = rn N S- (p ClD -rno 0_ O rn �' -O d y CD p_ 0 m O y = CD CD o' N 0 Ort CD y C CD CD- p' _ _ = N p_ O N == 0 tp N N= O D y 0 (D (-0D CD = �. y A G = y O_ rt y N= o - dap Cn D -�' p_ 0 y S y CD CD CD = CD y _ O_ C rn y O ,�. 0_ S rt S rt C) O p p p C = O (n W �p p I S rn y N N m� _ =Q p p y O S v 0 0 o s rto 3 c y rn rn (° " o rn S o 0.3 0 0- m v m o VIN D T) O (D o O 0 O x S `G 0 N d y p o rn (D p N O 0' N 0 O p � X 0 ap o n D N 0 p x Z _ rn < y = 0" CD 0_ C_0D 0 rn O -X0 (D O ti. _ ,_+ _ (D' ~' (D -0 y O_ m fNn (�D 0 R- = O_ _ CD y I X N ,_« 0 0= 0 rn p p (p A N < ,lF rn= rn p S O 0- p' S rt C O p 0 y _ S O CD CSG rn CD S CS O_ 0 _ 0" N () CD = O 0 rt _C _=T. = y O_ O p <' = O N y O=_ _ < 2 (D CD -0 N O N O' -< 0= p y D O = y Ort rn < p_ O = C N O rn () f D Z rn '� p CD d .� rn alp = = rn rn (p p O y C. W 0- 0 (D (D 0 .� 0 D O rn d j. = 0 = y rt CD - 0_ 7 CD = CL - O_ 0 F 0 CD c y 0. 0- d 0 rn O_ f y 0- O D O y (D 3 `•G y S X 0 `1 D p r 0 0 Cn Q S 3 p_ y i y CTl -�T. (D y y CTI = 3 0 3 O rn t0 O cr fn (� y = 0 = O_ rn O D = < C C �G O tZ JC' n D 0 S C O O C") rn O' - CD 0" y 0 S = tp O p S (D = = o tp ., = 3 D p G c p �< o D '0 0d 0 N 0 0- o- = tp rn 0 c O rn y o O' A O �. tp 0' tp TIN A D CD CD = C=D 0 0 rn N< r, S O = 7 O rr, D S 0 3 CD =' p_ . ,C p 0 0 a p f 0 O O' (�D 'O O 3 0• _= S 0 0 rn rn = _ 3 C �. N -0 = = O y S -0 rt -O N 0 O O N 3 S 0' y rn 0 N W - -• (� r G S (1 p .=-F = 7' p_ N rn �: O rn O rn = rt (D N tL] 0 (� _ N 0 CD O 3 d� CSD rn CD rn to = = y rn rn= S r� p rn -. f 3 p 0 D o = v 3 Ort m y rn fn o o 0 0 rn- m D y O' (D - y _ S S 0 C = t0 c (") m p' CD _0 0 fyn O' 0 O < N 0 O o 0 `� N N '0 t0 CD rn CL _ _ (D' N 0 c p 0 S p a Qom. p o w' o (� y `CD v o o �-o' C D n rn � 0 c CD 3 S o� ? a _3 (D (D o CD �• 0 3 0 n c 3 z� o rn -• 3 S `G N ,� 0 7' CD = �. rt O= O 0 (D 0 w' N rn ,a p- (AD 0 rn O' 0 •y'� f -i = O N O = O 0 `< N 7' rtp j' N 0 O -0 (A -. O -O �. < O< y O (D y N = N i tp 0- = F = w' o '� O N o_ .+ p_ 3 Ort f = = C o 0 y Z 0- (D �. S pap CD t0 0 = O (D = O 0- CD 0_ O N' p 0 = SO 0;0 N y D o -rn0 •N y = 0 ,0+ p N• _ O 3 d 0 = CD O_ DN Srtrn y d N O t0 y = _- c Q= CD = rn = o w' 0 0 0 rt S O_ O' rn= O O = CD 0- CD = 0= < < rn �- 0 tp O rn_ y 0 c =• 0 rn rn 0 0 d X O rn S rn= tp r (D D O 0 - (D (D C rn = fn D .C -F O y CD y = D_ 0 0' 0 d p = y a. 0' CD ,X+ O_ N y - p = p = 0 Q O_ = 3 Cxp 1 p O' y �• = rn N -o O_ 'O - 3 .y+ y i o < rn tp < = 0- p_ = C CD O' O N p y = y p 3 N O_ O rt O rn 3 () �p S �< O (D A D D p V p 0- CD 0 O C p CD 2 0 S 0" D C 3 C C O tp -O 'c -r O N = O = 0 N D 'O = S Cn S 0 0 0 _= p_ O rn O rn 7 O o y -O C1 O= rn = y (� N �` 0 C, C O 0- D_ O O 0 O c N p 0 tp < n' (D fq 0 Q V M. 7 d C N `L CL (="1 f m -• 0- D 0 o CT y p O 7' CDD 0 .y+ 0 y o . 0 0 0 CD `=G < ON o rn o o m 3 rt n N N o �� _ o - n o rn n= _ = y _ 0- = = y D p p c 3 c =� 0 3 = = N o c c = O' '0 (D O= N ,y+ C N CD - S C_ tp 0 tp O p o p m� o y p = c v p p D f Srt rn_ �N 0 0 0 o n f S o rt o o c p m y _p (,Ort) `G 0 m = 0 7 O d = A p_ y p_ y rn = = O = y y 0- _ rn 0 \G D - Ort = O O_ p N 0 0' CD = -0 Cn S ,� �• 3 _ -0 F D �` w' S O" CD D p_ = 0tp 0 <D 0 0 rn () 0- CD 1< f= -r 3 7 y y O N = N N j 0' rt 7 x C = y N o rn N rn 0 7 N D D 0 p C N S p O_ C O l rn rn O_ CD �: c CD = = 0 I p p j y y 0' rt x y = (n N 0 Vl - y J' 3 d ,� < tp y O �. m = rn .� y 0' -= C O_ O y = rt c C y CL 0 0_ 3 0• y O = rt _. C 3 p x D = _= x �' �• S O S O y p y = - Q 0- �. rn 0 rt � 8 ClD = O N t0 ~' S 0 S < j j O 3 `< 0 p_ N oto p S N O C i tp 0 rn rn d A 0 O' c n O C I u CSD 0'_ d .y -F 0 0 rn rn O_ O =) f 0 = < O y< C rt X 'O D F O =' p p 0 -y0 = CD ,0.t rn = rt 3 p r j y o O -0 y tp _ = O 0 p O C 0= S 0 �0 0_ _' 3 (D y = (D rt 3 y O• rn 0 CL _ rn A O C D [D -0 CS _ (D C 0 S_ (D y CD 0 rn N 3. tN CT N N d F N 0. _'1. O o = o_ _ `pG O N 0 D 3 rn D m o 00 rn D on D s c CCp v.D �'0 v=)' 3 co 0 n _ pn `<° ° m oN y W CD = 'O 0_ O W O O' '� -o p_ rt •� 0 _ y y D y C rn y D -0 0- 0 N �n 0 n W 3 rn p_ rn o- 0 0 3 o O rn m rt S N o 3 " p_ w CD o o D �. o w y 0 G) s W p n p y 0 -O 0 3 =- 2 �. D - -' 0• y '0 rt y 3 O_ p N S 0 0 p d C Ort rn DD o rto mo D w c x o (T3rt -� ? 0 0 Orn rn CD c o Dart °- p rn -p CD o 0 3 0 rt N rn S = O N p o = O _ 0 A �. y CD tC 0- _ '� rn fA c =_ a0 l S N rt rt O_ o rn �' p- 0 N N -CD �. fn (n 3 tp Q- o o C V A tp rn G) rn U N �' t0 S 0 T� y N y = fOn o N C 0 t0 S Ort 0 �' O N rn C = tp D 0 �' N N O D `G 0 rn= O N rn O V tp ?. CD N r U C CD Cr 0 o CD rn rt '0. < rn o 0 �. o `G O_ O' m e _00 = S ._+ S y O_ < y p_ C O- _ y p 3 r rn C CD a0 C) C0j CSD -0 _3 rn p (D t0 S 0 p CD < 0 CD (D CD (D y S m , 0 m C p O c y. a o c y rn o N o cn o _ - p c 0 x tp S rn F O x rn p rn = p <= D : y d _ 0" O N C `G �' 3 _ p_ 0 m C N O N y p_ Cl to O_ �' rt Zf rn O N O C y O rn O_ rn O < 0 O- rt CD O O= p = N O rt O 0_ 0- rn < N A 2 y < = O = < t0 o y � CD C 7' C t0 C cD C y = � (n f v p_ 3 p D p CD y a0 0 =• 0• O- 0 o a. - 0 S f N C S =• 3 = 0 0 N rn = - O O' _< O rn O 3 N = Ort Z Ort p S _• S y p O O CD y tp O S D S 0 = O CD O O i rn S () = y 0_ 0 = CD S (D y S = CD 0_ N S S O_ O CL _ = y t0 CD CU CD CD `G `G y O m 0 Q -0 �� O 0 .O (S �� _ cr Ort �0 --- ��CL ??�?AO ?ASON?�?A(=p+NAf=?SAA AvrnirnW <WWNrn NNp� O O)C. CX C)10 C)1 V1� QC p W Ny �_ �� w .N+N N� 0 CD 0 0r p __ o p 0_ (7 O" C: O J D D D 0- ' p = (n 0_ 0 (n () O m = i (n (n (n N p .Z7 fJ j f.7 0 X .Zf G7 U) x m3 0 2=m D o o xo�m O �Q �� M _� =mo rn mm mo N A O n m 0 v O 0 3 y Cn WS0 r �� m r O O O C7< C �Z O y 0<� JC O .O -r rn �O O 00 0=.Z7 ��0 - ;u N M➢ p 0_ o �• m 3 f czi O D N O C=p' S O Z <'30 ONO Oo0 W 3 n D p -. m O r O O rt MCD 0 -0 .Zf ' y 0 O' O rn O o_azrt�< C7 D rn 0 c_ ��p .O«Z N 3'mN=� rt O� N C7 ,c+ i 0 .y+O G) y p: 0 0• A S 0 o Z> > O C•0 Xtp O`2 C z� �' (° o c _�. n M 0 D m C) m N L D O 3 z m< O CD m p o m o p N �n c� O c �'p �' S.Z D 0'= < �o rn N Cn 0 0; o a0 S e G) Z p_ = O CD C• D ? tp �. () O Stn �' o (° 3 rn D a0 0 m (° (n p_ = 0= O_ CD C Q `< m Q -0 _ _O p 0 CD CCD C p O p 0- (D o X N O_ S �• T. O rn __ CD o Z O 0_ y 7 U p_ [D rt' CSD �' �' O S 0 .0-r C CD o n �' = fNTI 3 d N �• p O_ S t0 y tp 0 = D '-' y CD p S CD ZJ rn S �' O O rn O y 0 rn rt• p 0 rn y 0 0 CD I -!"I p_ y C N N = �' -_00 y j O c 0 X < C M y N S ? N� A O �: CD rt y' Cn 3 CD •< (1 ,..r '-- O A CD CD 0 -0 (D D C 0 (D Cn' - -0 3 C, o o o w c 3 0 0- o p �: p S �' �' o (o o = y O �•- _ _ y 0 A (D p d N rn C p_ d O' p_ 0_ 0 rn CD CD __ �• (D p O.� p O' c -00 O CD y 0 n to O Q (") 3 N i S O O 0- (n x rt =,o y d 0. (� 10 0 7¢ t0 O O_ p p = rt _' C 0 C D Crni) _0 0 rt N y o x 0_ �. 0 Cyn (n 0 0 0 p o rn 0 0 C COD y= 0 rn = �' rt O CD 0- = y C = >• CD D 0 O = `L tp 00 0 7' p 0 �:`G D y O_ -o (n O= = 0• CD 0 C O O= tp = 3 S 0' CD O 0 O to CDD (n = -c0 N CD C y N �. CAD- lD y A CS rn c `1. m (D' C = C S O j O tp 3 (D �: O -0 = N rn 0 S= 0 aC n' rt rn 0 Cn O CD N -t0 O_ ,O S G o 0 = �+' aC CCDD f CD m a `< p_ _• 0 0 O Fp j C D N = N 3 7 �- p C OST. l p 0 rn =• y N 0 D rt= `L CD O rt rn O = = p O - a rt = o rt - O- 0 O CD C = C N N O' CL 0 Q y Cn = fn f_0n rt rtF Cl O O t0 y p = O CD c Cn = 0• = N CD O n �• 0' O CD O CD O' O = 0' O" rt = = y O 0 p_ 'O p_ _ ] JC 0 0, ,C -.F O o 0 O O 0= Cn 0- 0 0 p_ < 0 7 (D C. tp p -0 t0 CO rn N 0 = S O 3 D O - = Cn' c _ -O tp - < �• CD �. y -00 CD o fn S 0- S y n t0 I y ry C1D 0 (n y 0 O �. D O' n 0 rn 0 p_ N 0 rt D ,n O 0_ CD j N 3 A 0- f=A « F' 0 0 CD Con = O tp CD N N .0-F Cn = 'O O C, rn D D rn = rn O o 0 C rt = y A N• -O A t0 p O rt D t0 CD 0 = c 3 rt 0 f 0 y D y 0 0 0' �� c 0 3 rt S x p p n x'D o D (o rt = tp D =• C_ rt`G C 0 0 p_ 0 S o C O rt �• 0 • rn rt s rt CD D C N -0 p O O 0 Cn C ,0 0_ 0 O CD - F = D S O 0= 0_ 3 2 rn CSD �• F 0=- o N N O' O O 0 N 3 n o' 0 rt O_ _ O rn 0 7 _ _ N p CD tp O y p O D C_ 0 D p y N p 0 0 C t0 c C d 0 N N (1 �+' N C 3 N p f 0 2• Cn Cyn o d O p C = �• y- rt = y `pG CJ) 0_ Q iT p (i S C t0 S C CD N O_ F CD' N t0 E Cl1 y N = `G• 3 3 =s f F,o =° �o =o = O N Fn.0 3 - N n m m S rt m o 0 0 3• o. rn rt 0 CD = _ C N 0_ 0 C CD N O O F y 0- O rt rt 0 10 o o CD 0 0 = (D y d rn C p= c S Ort N 7 S N (n CD m 7 CD 3 N v a 0 p 0 C rn rn r 3 CD p_ 3 N y 0- A ox N �. y v _ rn rn rt= O O 0 p_ O 0 0 3 �. p 'p o A 0 0 rn m N o rn y o c. rn 0 a 0 0 _. N 3 y a o = rt rt 3 n y C O o D (D = 0' N 0_ y Cap o O O_ �• rn< rn o 0 O p rn A N N 0_ A- p O_ - S S 'c0 (.') O_ CD `< 0 O N 0 CD y Ort C o CD 0 y rn N o 0 0 Ort CD y a 0_ 0- f C N iD 3 o f m o' < o S 0, N N CD fn' ➢ g 0 y O O O X = N O_ rn A y p_ rt CD = _' '0 O d rn N F G 3 0 = CD d < a rt N �� tp y0 p = Ort = O O (n = D = p n O- w' N = 0 lD S N 0 rt rn 0 N n. O rt 0- p 0 o CD _ �' CD = F' _ = c y f1 = C f O rn 0 �: rt p 0_ S C f=n d O CD C (D 0 4) O 0 0= O Cl p S `1 0 O rn O_ D Ccj N= E- to p_ O_ 3 y C = Q y 7 p C (1 ,+ 0 O p N O 0D CD y O_ c -o CD C, 0 2 =' �• 0 0 o N O" p p �.• O_ = t0 p (D N 0 A p t0 rn 0 CD = O 3 y y CD O' CD 0 A -30 A N 0 0_ CD rt Ort rn = _ � 0 N p ➢ N _0 _ (OD N rtp (AD O N N p rn O_ S CL x = N D rt rt 3 O = N y C O rn C1 O -0 N .y -F .O+ 0 rt y p 7' c Crnn 3 p N O F -p =. O' O "`< rt 3 A v CD tp = c0 0 C 0 0 0 a c (' 3 o c o 0 0 o D �� rt o cn < O' Cn 0 CAD 0 rn== 0 n 0 frnn Ccj N ? S O' C O' Ort CD - 0' C O rt rn m Irt aCD = _Op ('n D 5' v = 0 rt O O O O' S= p y N tN CD = d O CD o rt �. � N CSD (n = O_ o y �. o o CD S o_ o j a 3 rn c 0= N CD a CD r'� N = a = 0 d - '� C_ rn rt= p O rn= rt rn CD D CD 2 0' D = prt O = _. y N s p p w o 0 0 S= s rn �. o S S p_ �. N CD O_ I O .O< y O (n Cm7 O z O N N N O m x a a O Z Z 0 D n Z r S W W W NNNNN0 a ."- -�-= Af (1) _ .-. rn W N� CT C.71 AN ? < ?? W =Nrn N m �A -0 -=O 0 CD D 3 F W CO (n 3 N ��0 �rn D O'O �ytp O p SJ D y y �y 0 3 p ptp DC7 SC �y SJ O N O O. O 3 -C-O 0 0" �c 3 p -O S(7N .y«S j �J3 S �.J = 3 0 �Z70 Jm. A.. y p rn Nom. G7 () V3 VO3VV=VO=V=V�VVVpOp�DCJ �0O000 CnXyG cn00 MWCJ n. CJ CJCJCJy A�ASA=?0 ?AO ��O?-�=0?O ?ANA AO ?AN WA `irtO Sp Wrt0=O Wy pO W� p O O AWNS rn X .Z7 = L4 N - J N C m 3 3 O_ < O_ . O_ . C c C7 o Q .T) _ (D O C (D N = O_ N =. rn rn O rn 3 O_ 'p -O 3 (lD y rn 3 O_ O N= A m (p = c (p �� W W O N S W 0 -O W N W W W `i `i u `i N N 3 `i CD M -C-) ")C70N L Z d' 0 AE 0 M Z W rn NCO rn f f N f� f 0 D W T� p C D rn N Ort_ �N -= y O_O 0 CO= W f V V V O) UlA rt W -O W O -(x.13 (�.I W y,y N(p O- `t p y O �-O O_,= O� rt C) NNCD O D �N 00 Z y O ,� ' y rt f O_ rn 0 f N f' O -0 rn 'O C, = O fS O' rn O f O CD U) Cn (") O .Z7 O Z7 p p O N fJ (i o A C rm O m p CD fTl m Z O_ �. O_ (D 0_ C) D• N �• TI .Z) (7 -O �. y. -' �..f (D D_ C) O D• C = = D- -• p c O_ O C) CD d- 0 p -' O y 0 p t0 O p C = D- (n N < p CD 0 ,C.F = c� 3 a 3 D c O C W o c C7 N CC ➢ D F CNi 3 A A 0' T G 0 Cp N -_ ' C N G7 () p p r 0❑ A Gi Ci p S' < n o �. to G7 o N o A D G7 O Q A 7 A G) < n 0 Art C) S C) (/7� S N �• rt o 0_ p (p C) x 0• < Q o Q < p to rQ� m� �Q �0 p �.� rtp r Zl p rC ADZ D = p O Jr ,_« ZM rt,..F� r m A o .ZmJ Fri N N p mm" m .Z7 y = DDD rn r O_ Arn m� rn rt C A N C X O DO y �= m N 0_ A(.)Cn rn 0�. �. 0 �< 0 C./) -• O O �` S m j m N O- O �G = Cp N m = rtp O Z N C7 ,... O CD < `L Z7 rn y D- m = rn O () = rt _ O W v b p C 0_ CD OJ W o 0� o N rn C Z 0' rn rn 0 (' 7 m m O m O ' 0 0 p O m- 0 _ p 0 p O" 0 0 y Q rt 0 ' 0 (n 0 p_ _ _ o n N N v o D o rn �� = y o cn c m 0 O o o o O' o o O rt z m p 3 0 o S = m z 0 a Q f 0 D D� o= o o- rn p_mZO `L D OC p O n D C QCT ,Cmn y N c p_ Ort V Zl p C D m 0_m Zl D O (D y �` .Z1 jZj��""J�� aZ CDm O_Z S = Z' p Lo O= Sl C) m Cep c ZN MG) N S 0 = fn o'CD N p y 0 (yn (i 0) ~' O �Sj' 0 T�-I T�-1 C0i) O O rt (D O O D-• C 7 = 0 S 3 rn C n m �L O. 0 0 O C rn rt N CAD O X. CAp CT A pO N s r Z • A O Z 0 U z r O M rt 3 N p a n (AD - C p S r D C l f• 0 N 7 O_ S Z y C 7 p_ �L S C D C _ m 0 j �DJ ; l N J c S y= ,+ `G S O N N D S rt rt w' < j C 7 2 ,� A 3•_ 0' (7 r r C D 0 rt .Z 7 C D O (yrnj Z O� rt� tn' X00 y N = °-C=p .Zl (rnn ZO_ rtO Ort C y= rtA Q AO rt 0 0 p 0� (m')� C 2 D •• Z O (� O O 0 �•p y O'O .-r CD Z O 0 0 Z rt 0-tp� �v CnD '-r'j N 0 y N 0 z o p Nv p 0 Z 0 3 y' -O Ort= _ Drn N O Z� 7 N m p C= O"O-= CZT'IDO rn= n_ 0 0 O mOrt z D r O -O rt' 0 InON Q� T� O =C CD rto 0 �'� rn D CD = O y Z NA'(7 O O 0' 3 y -0 'p O O0 =(n (n 00' C p ��. () rt N A 0'A N 0 Q ON�.p c 0 ,O.F =mom 0 $CD c (D O,p () rt�rt N O O y Z7 Vl O_ N D 0 CD m Ci = �� =A = C CD p� _ `L G7V =N O C= p O CLCD rn SAC= rtrn �. D N rn N AO• C0 rn C70"p = O_O' Z �3 3 mN D A= c o n N C p = rn - = O mA N O<� C7 rn _ t0 '0 p (D .Z7 Ci rn Z = A .Zl y D Z 'Nr � O 0.0 = rn 0 ortp rn N 0.0 y C N N p CS O A D O O llD V) .Z7 f f 0 �� rt O D= 0 _ =tp N = F DT�y 0 () C7� D 0 c A. D D O Z_. C /) m .Z 7 C D Z? S-. O O' 0= O p Z rn N rn O' 0 p C T 7 y 2 rn z, -. d< O_= rn 0 X rt rn rt . 0 p S rn S a O r _• CD rt 'v C O y Z rn m = (l (D S c y CD D D rn r TI c D D o rt 0 m 0 O m V C _rt 3 x 0 0 A p m Z DO T N < n S p o0 0< 9 G= c 0r m y T- O A 2 rn=- = Cp N < O lT O (7 T D p 0 = D' CD n D O '-`• rt (p7 CD o p (_ y Din - O O 3 N y 0 0 O - A 3 p N y 3 O = y 0 C O> O r S r Z 0 r ClD c C A = fn _y 0 z, p m= nv O N = (n m m N p (p = rn c rn O o = C A I z z o = �� rn v O '� o O y (p n m rt rt c = o D (7 0 �, n o p v- rt rn D o rn 3• O -• CD N N o- o rn r S G () m= y S rn (� _C D O' �. W N ?_ *O rn 0 .Z7= rn .Zl p rt(=(D �0 C7 Cn o �O pt0 0 < p y O y O (A/7 •"�(") 0 I m p Dy S =�' �. y S o 03 CD m`L 03 (� 0 0 Col (p O C N '0 =-'j C C -n' O _r.,D rt rn 0 fcn F O N O�CDN rt 'r p 0 D p = 0 (°n 7 TIO i.0 0 (no CD y f y 0 L'0 c O' p rt 0 r < D (D -p N p 0 -an rn p_C (-0D =�. j O0 0 AO y C O rn TtOo CD tp N -3 p S=0 p -o =3 3 A O" 0 7 �:O_ ND ZO_ rt. O< 3 - F D= (") f -i= Do -(=N 0 m c o d O (n = O tp 0 = C• 0 0_ CTI rn - p D = -O O C 0 • �G � CD 0 O d x y O y � rn � CD - D 0 'O C O rn � rt (l A rn � p A p `G � O . _ � �' IN' rt -0 (1 t0 T� CD O -0 0 = 0 [D = 0- _ rn 3 'D C C G N 0 0 0 CD O O j N y 0 O y 0 0 .Z7 �. _ = O 0 O D_ 0 Ort N CD rn N 3 O rn x 0 F O W rt o" m = 0 3 G) 0 �. y 0 0 p 3 A 'O _ w_ O CD A CD p_ y r o o p 0 A A (D x C) _ S U S TI (n 0 'O () m = V C) 0 3 O CL CD 0 3 C p m rt 0 ZJ N f N 3 JC 0 „F (D N to .+ _ Z C < p_ S N = c - O: o _= CD (Sp COD 3 N C D m TI N N O c S ��•� _ -0 O = D -• S m �• n rt� N, 0 S rt D A N o p 7= N : X r N o (Nn c p JOc (N (xi O 0 COD o O rt O_S O D O A �rn N 0 3 0 -O 0 Cn D N rn (") OJ O M CD 0 O_ - 0 ° �. Z rn ➢- C p_ _ () F N= N A O= O S .+ CD p tp Ci < _: rn O D r y N O 0 f rn C N = 0 y N rn C 0 S= 0' S Q 7' y O 0 o y y _. 0 c rt CD tp 0 O 0 �. O A y C 0_ C") M N p_ N ti. rn rtm p (p p_ O_ 0 G -_ y n 0 0 O 3 = CD O `L o rn= O N p 0- m () ,� = D 3 N O- N A N o = l 0 c = rn O r rt C C O C 0 3 y fn = N c O 0" C� 0 0 rn 0 o C 0 D m= rn y 0 y < 0_ .Z7 - o p CCD -0 O CD m D 0 r _ O 0 C-) = -0 - c 'O = Z = O_ 0 D O .N -t < d _ = p_ < 0 " S 0 3 C N O y= = N m o () O `< y D O rn O 7' 3 p O p =' D rn 0 3 y rn = p Z7 -. O p N O ma__ < N = O- ➢< N 3 , A F (p G = C O = p rn rn rn A C0 An N S0 �'(Dy 0 Cn D N 0"� �,O' rn _ 0 0 rn =C ,p rn (D r3 O p_rn 0"CD =Z0 X 05. O '-0 0 D 3 0 0 O' O_ CTI .Z7 3 D O y = O c rn rn 0 N a0 p o p N- 0' rt A rn y 3 I I CD m 0 0 A 0 tp O O_ O X O_ - 0- O p p p_ y- N G (D p_ p O fACl rn y p Cn O' S fn 0-tn v p y a, o • o �rl -o rn S 0 o -o o - o CD CD N S' S y S p_ f p p 0 Z 3 0" ,..F O S O" 'O p_ Drt O -' O O = 0' 0 p_ 0 F rn rn N y C y o m (D = 0 f• N O m 0 3 CT1 tp = 2 N A (rnn =_= 3 ap rt 'A p_ (') O C y o Cp =-0 c -O N (� rn N D (n N Z = S _ o y Z y 3 �` rn 3 rn Z o CD (") N tp y O 3p CD rn o E N rn rt =` y y �• 0- (D p_ N S 0 .. c y 0 C rt - •o o_ v v c p S_ p o n n fD O 0 3 y rn rn rn o N x o< D o rto m3 c p rn v 0< = p m _ p v o p= y __•p o o f o A a O" o' rn A N .Zf tp (D OJ =_ c C O' rn rt y N A tp p_ O O O _. 0 0 0 �. -0 Irk 7 o D N O �. p (p Ort N Cn .,,� _ p p C) N p_ O 0 io p N 0 `G N = _ .Z7 CL rn CD p <• y O O" = C 0 O �' 0" rn ap 0" 'O = p y - 0 tp 0 D 0 0 `G = O 0 rn (� A = 0 (D D 0 p_ 3 y CD tp O 0 •�, 3 0 tp 0' rn N -0 O "'� D JC O 0 rn S C 3 (D - C O = (n t0 m 3 () rn N = p 0 y rn c rn 3 0 = Cb y -0 = = m (./) -0 = y O o m y C CSD O O = 0• F = rt 0 N ZJ 0 'y -r _ C Cl S �` O_ S O = .O« O O 0_ rn F (") 3 0 - N y o rn O rn (D p - rn CD m rn 0 D C �' O_ f S p A - O p 0 Z7 CD C 0_ of cQ y CD CD Q y D 1G (n -O 0 .Zf -0 -O 0' N D c N< f p = v �c c f p () 0 3 0 0 o p rn= S N y' O O < A 0 �"O rn N rn rn (CD rn= 0. O �. rn p 4) y = p O rn _ 3 S O O p_ `< y prt 0 0 tp y 3 -o O O_ C �. p = A O .� o rn _ ,� _ �. .0+ t0 0 0 C D 0 O _= S -• f -i O' rn I = fAC'I C (D A rn y= A f fn O CD t0 -0 O C]7 o p CD 0 n C7 4) 0 3 0= p D o rn rn p rt rn �< o in C E o- y N = C O O fn y .T.� -T.• rt O O_ C N F (S rt (1 -' = y a. D = .+ D y C (D y G y CD CD = rt 3 N Cn O Cn CD O 0 3 y' O 0 (") �G N 0 y CD y C = 0 rn rn .Z) A 0 rn C rn= rn= < (p rn O" p CD rn CD 0 O rn O = p_ -•� o CO rn N O p CD 0_ rt o 0• rn r 3 CD 0 O= (D = CD to = O y _ rn N �' O_ d 0 0 3 tp N 7 0- p_ CD COD rn 0 -O CD y n = N to CD y CD 0 - (D V, _• y C= d_ •� y O 0 O S S rt 0 f rt c G O_ O y rn< rt N o< O" y N - TI '..� p �: 'O m y' ? 3 3 rn CD ._+ rn = t0 C") C= 7 S 0- `1 t0 �' c' O `Z C Ul 3 3 =- t0 CD y j c y '0 0 = N N O p C rn rn 0 rn F- CD = CD 0 = 0 y rn_ (n 0• = CD 0 (D O O - CSD _ () tp rn j o rn rt 'y -r p= O tp O N CD O f• rn c N O j c O CD O 0 "rtp °4 �• 0, rn m () f 0 �• O -0 O" c CD rt 0" - COD 3 D = (� 0_ A 0- rt rt rt p p=< C O O A - 0: (") 0 -C, 0 N=- t0 rn p_ ? p p= 0 7' 0 O 7 0 N CD n• N j rn n �• N 0" o' O _ o y ° c) o N D 0 m rt o -' o= c D p n c D o _ M2 o -= w 3 N y Cp p y o N (� o 0 0 o rn N= o m- 3 p (=D O D o 3 o O rn -° (OD = n () p �, .< 3 O cD p < p N N C p 0 Cp 0 N tp r« 3 == Dap O == p_ p_ 3 0 ClD m m o m= S d Q N p O• p CSD Cn i o N f (n O p _2 N O- rt O_ N 0 Cn - (") N O' tp O CD CD = p 0 0 -O S 3 CSD = N CD t0 0 1) 3= N pT. S y CS CD' ,+ D y 0 rt N CD �. _ d 0 N 0 p 0 p_ O' - m =-0 rn O f Ort O Z rt _ 0 = U 0 S (D C C 0 O rn 0_ 3 rn rn p_ _• N () D= CD p (p CD p C p CD f. C= 00 0 0 0 O- O D o 0 7 (D CCD p p CD C CD 0 CD 0• F O_ S N p i p tp (p O CXj O o V) o f N y= `� O '� O_ 3 rn p__0 O 0 O = '� 3 � rn 0 = 0= 0. O= N `• p o p V) IV' O O = O= o �- C 3 rn X N O f rt rn y 0 O CD O y' _S 0 G F 0 d O_ �. �,p O 0- C7 .=-F 0- _ ,y -r 0- y (D �; rn O' y =_ d "�'. rn O I 1 C C (p O y O_ m y=_= O_ =A of c < t0 y 0 S 3 X `< O Q �. 0" 3 3 0 '� t� 0- D rn _• y p N= p• �. >' CD p = = rn ,-+• Cp -O = 0 O' 3 y O 0 t0 rt 0" p -0 'O N O' O_ _ F ,..F 7 = CD N 0- N A = CD = _• rn ap y y 0 = CSD O = CD rn - - < = C = V _p 0" _ = rn O = O 0" f 0 O Z O y 'O y O O' ap O '0 (D C O y `� fn, (n rn y p_ " G O `< -0 7 -0 0"'0 O 'O N - CL p O (n rt rn �' _. F O p �' 0 tp C �' C7 S rt o p_ y 0 y= Ci = p �- y rt N frnn f=n 0 3 D 0 3 (O C0 O N p_ tp CD 0 3 () c r: d D D 3 0 0 ort 0 0 c o D_ f -o' O p_ _ D tp ` O N A 7 O" c 0 S y= C 0 p= 0 3 y p rn -0 f p 0 O o `' = 0" y 0 I A- 00 C-)) _ CD O C (D Cn' C p_ 0- p p �. O C N _' (p 0 CD 3 3 (S rn 0 S rn C- 0 rn C O_ -• a0 rt p O' ,y.F 3 = rn O= O- O CD -O 0 (D C (D OF CL p_ S c Q CD 0_ rn O rt C V ? - ,=.F rt (� 0 N fl: O �G =• p_'O o of o4 A O rtp 0_ o �G `G 0 0 CL G) w fn ._+ •� 0 y = -0 w' 3 0 y d = C- N rt CD = p_ (D t0 C (D to CCD 7' O'- y t0 CD ,y.� <' O o 8 y �` 3 rn tn•t0 (� c D a 0 (D o' 0 0 rn = = 0 y= p_ `G C fn y O rt N y D O_ O O N j y (D C �a V) _' rn 0_ M= 0- 0 = rn rt (n O O p_ O• (n �• O S C C (D O' 0_ I (D Clrnj = d'O 0 p N 0. .Z�7 Z A O ,_+ y -0 _O, d 0 y 0 0 CSD C COD - 0 O d 0� 0 D 7' � �. 0 y =• N� C N CD D � � y t0 3 j _0 o CT N V D O) N S 0 3 0 CD _� d A N o D 0 C O rt 0- N N S Q y ap � o �cD (AD �_ N o p 3 o m y� v p o'er rn c O �'3 = o Z = 3 a o_o No -= D �'o� 0 3 E () 3 p �D = n (ci c N o N_ o o� �'0 0 0 m F� 3 o rt. _ _ C (D rn O () O rt S "'� (D O p_ S Cn' 0 O �G 0 0 0 0 3 O y rt CD �< o _ m o p rt o rt ? = o = rn 'O = p O rt = rn p -O 0 rn = fn O 3 -' 0 �G rt 0. C7 .Z7 C -0 O O O = y O O rn y O S (p rn rt (p rn =_ = N y o O= G rn d O p N rt O= A O' ,y.F n. m 0 0 p_ O t0 0 O = N j Cn- c Q 0 0 o N o ry fn' D COD N 2 t0 0= rt 0 c rt O_ p rt 3 p y Q y d �' tp 0 3 = o A 3 `G O C S O_ C n O_ O CD = rn O v 0' o _o ='� w 0 o v N o o n D D c �� o o'm rt o N 3 ao c a p �'ao� _ _� m a y v 3 D rt o o (D a3 rto Ssc = 0 0= - _=n o `� N y rn rn _� p y n'm y (D �o =v'2 n o m 0 c_ o m rn rt Onrt Q.rn = (T� c on p m 3 = 0 0 _ 0 O r.� =3 a s N -p f= o p n r p = 0 Srt < rn o c 0 y o -c p rn o c N rt o 0 0 _y <'o m= S(� rn N p O < p 3 rty c xpo N _� o (D y O O (n Drt O _ I p_ _� = rty N N y (n rn d O S y C O rn rn = Cn -O �G O 0 0 O rn rn= y = 3 S N C C CD - rn rt 3 N V) S rn 3 y O O �. 'O CD rt O N 3 rn N 3 0' -O C 10 0 p_ r` 7 S rt CD =-- S O = ,O.F 0 O O CD O' rt - 3= = C C p O y CD S -0 = CD `L rn 0 O 0 CD y= F O 0 4l <= 0 ._+ y -0 C1 0 -0 0 O _ Q p _ _= TI = O rt 0- 0 y rt S 0 O O d= CD C i -• 0= O -0 Z rn O rn p rn O = O_ O rn p l 0 = O 0 O C O Q rt S y C Cn 0- -O = O_ Nap c 0 �' rn 0 rn= CD 0 y CD r C7 N _ D O_ D `G O y (D 0 7 O O CD y S (D CD Ort 0 p y rn 0 rn D f - - p_ C y �. y U O rn A' = S p rn = r 3 S'0 = 0= 0 rt = A O rn 0 Drt 0 p p - C_ D N G F rt w 0• () O "T. < C O_ _ (n 3 rn 0� A _0 p rt O_ A (1 p y p_ CD = _ = p `G rt S rt rn 0- = O S - al Cn O p_ 0 0 =• Cp = C ,I p_ rn t0 N ZJ == y y rn y rn= y N O �. 0 CD 0== C. y = N= p O -O y N O = N CD p' O O_ rt 3 O• _0 O CD 0 -p p - O O CD rt- `G 3 N C rt y � C O_ O" O Cn' 0 N _ C- N rn 0- 3 tp rn p p_ fD 3 _x - rt rn N CL = rn 0' D = 0 d= S S_ p y `Z O = CD c 0 3 rn C=D 3= = rn = (D (D �' �. O 0 CO O' 0 aN tp (D W 0 p O (D 0 O y rt N F 3 Z7 O = S y D p' _« 0' rn y C O O N rn- rn D x = S O CD CD c 0 O = p _ (")' O y o p o p S ._+ D 0_ ? '_000 p o 0 O rn y' D W 3 rn CDA �• O 3 n -0 S S 0 0 < _ CLOD 0 -p N rn F D =• X O' 0- 0 0_ A p O O= o D (l S _ 0 y .ZJ 0 N N CD 0 y CD O tp y (D CD rn N �G G Cn C f CD O tp (D = = 0 0 y= (D 3 = 0 W 3 '< rt CS tp o i= N O' N rt= C N p C. = C) = 3 C A N O = C = C= o = p_ C (D 0- 0 o j= A �. N F O C m� - 3 O N tp 0 p D o rn 0 S O O_ O= (D = c -0 N = O C _ fn _. rn 3 �� _ < N p: N- 3 y 0 o y D rn 0'o p y rt 30 o c == w O p rn o rn< D o p 3 _ y o fn ° rn p =f (� = o w yon �'< p= c• rt=o o v 3 �' = 3 CLCD rn op p p - (� c y_ art rn Sp 3o rn o y= c fD Ort 0- F rn N = C 0' < (D C= () _ _ 3 O' (D rn D a N 0 CD C • tp 0 O N S y O fn CD (D p Cn rn 0 j= O_ y O 0 3 0 y 3 rn N 0 O rn N y O 0- N O O_ 0" CD =_ W= = O 'o rn �• _ D S y N A N 3 �, O O = O rn C y O_ CD . rn O_ o t0 C O_ 3 D- O O_ N 0 N 0 D= `G rt t0 3 0 (� d y rn 0-< c r O Z (D CD 3 N 0 1) JC rn N (p << O 'O f=r = j N = C O. O- O CD N rn 3 (1 C N 0 rn O (lD O: -0 CD '� (D CD == O N O F CD O CSD j rt 0 0 0' rn N O f rn -O O= CD 2 (D p_ rt o 2 O y C CD y O O y O O _•-O 0 0 '0 -O 0 0 = -0 0' t0 O -6 O= d m y y '0-r y 0_ p. 0- O C) CD Q F d 0_ N (n N 3 N C y S 0 y o (D N = 0 O ".� O= N N y p N 0 =' () G p= y -0 (� O = N < = O y< p TI y W 7 rt S _ y o Cn y Q O O = N p f 0_ O (n 7' rn= 0 tp c CD O' F y U = = rtp_ 2 S N A = 2 (S N .C -F O• C N tp -O 3 < y _ O N S p a0 ap S N S = N C) p_ ,y.� O O N ➢ rt �G d = 3 = y rn c rn rn = 0 tp O" (D OrtA Q. O y rt O N p = O 3 rn p_ p fOn O O' O CD y (D = CD a0 CD y -O. D I o- N rn O O O_ f• j• < 0 = •_O S- y o `G• rn =• y 7 p rn C O CD y S O_ < O y y O y rn rn N 3 S y N N to 0 < = N c rt 0 C 0 (D 'O = O 0 '+ y o 0 O p= y = O O p O = =. CD �' 7 y o - 0 = rn p_ rn p o C rt 0 t0 S- -• A F V .+ rt - C= O_ C C O" 0 y O C) CD p rt S rn 0 < CD S D= (D = y c O_ rn 'O C7 O `L O N .0-F Q < O' = p_ :0 tp C y- p y C = _S (p 0= p 'O tp rt O O O" - 0 0 A y 3 A 0 = T� n. 0 �G x S 0 = O -O rn _ O O_ 0 = rn = A _ 0 S O C O' x p O• () �G tp = rn = _ o' (y. O 3 `G p A= TI y rn N O " y -O E 0_ d A 0• p 0_ C. .« 3 O O = N y A rn S CD S Cp = O_ y = f• o' = 0 O' - `G 0 CD O_ 0_ D rt= `< O 0 o JC N A CD O rn S = O O' (n -o - o C1 (D = d C) t0 O_ O t0 CD y O= 0 C .y+'y-r O W :+' O =tp 0 '0 0 Cn = O= y y �. O O rt CD C- S r c CD ,_+ n CSD p D _3 f__` N o N y 3 N _ o N rn rn N o _ _ D c 3 rn N 0 C N -,� W o N 3 N rn N = (D tp 0 3 O' CO O O D CD O p �. O _ y F CD = S O' p 0 ]' '=-r = - CD 0 '0• O p O" 0 O S o = D CD N r p = S y rn N p rn y -0 rn 0 C (0 i c CL = rn CD - = C0� t0 � O 0 0 p a0 = Cn c CD O rn rn 0= O c O N 0 o rn 0 � ~' rn= rn CD rn O" 0 (n N - .y -r CD CD _= C-) = 0_ i .=-F y 0 0 " .-Cl CD rn O' O F O 0 0 0" rn O 0 0 D C O p_ = t0 rt f = Cn O" = O O rt d N C Op S -� p_ 0 0 N O = rt- -O m = 0 O rn f _� O p (yp O p< 00 O I N o CAD = y = _ = O N E An y 0 3 =� 7• 0 j O D y _ O 0- d O Jr 3 d= y O 0 S= O rn y O (D < X t0 C F O O N= O_ O O O y X f 0_ (D N 3 O_ O S y p Cp O_ 0 rn �. _0 p_ y 0 c o' C O 0 rn 0 7 0 _O_ O = y rn F -O rt y 0 O_ = D y N = m =oS o� nN �0 0rnpp =_ :(n (D n _ -0 3 0 0 _ S fp CDD c = _ o -�9 n y� D F = O y. o CD o N N o rn 3 S S CL o p? = N y CD 0 = 3 _ port F p 3 3 p w 3 0 n rt o oo c w prn rn D 0 3 rn y N c)� mo 0 crn < = 0' Jr C = _ O p N y p_ 0 rt rt rn 0 p CSD _• _7 0 3 (n _rt N N 0_ O' �; c 0 -O • �< S rn O_ 0 O m N _d y O rt CD O_ y S X "_'� () A 0 (n' = N 3 O O = N CD 0 _0 0 ,0 0 A (D CD = -0= o rt N ,V rn _� rt = -• 3 O_ rn C = -0 y rn O_ C • N 0-0 �. - CD A CCD CD = 3 `G 0 CD 0 \ 0 D p O S D 0 o- 0 of = = O_ C O O_ = a rt 0 y N (D O O rn = 0 0 N O_ O _ 3 N rn A O Ort rn O' O N O CD rt= �G U C1D y �. _ 'O S (D y rn p = = O N O y F O p_ CD N 0 r rn= rn rn 0' 0 CD S CD O ('7 CD rn 0 O = 'p ,p p (D O' O' 3 O �. c CD C (D = = y D tp y rt O m o_S�• o 0 0 �o (y„ rn p Ao rn oCD x n o A f•� 0 p ov m a srn 3 y> > a, v,'3 (p o- o a p y = n= o p_ p _ p o o 0 0 0= rn- d rn f= -r _ rn p 1 O CD CD O rt y 0 C O_ p_ 0 A y 0 = 0 O' O O 3• S - G o- - I• rt -' �. O S = O_ D p N D rt y r Q (3D (D 0 (D o y 3 n 0 rn o y n p 3 (D _ CD N .N+ N 0" �+' T O N N o rt C y C N N D• _ = 0 0 S m CD C = rn 0 0 f0/i =_ p_ rn x rn 7 0' < O = O O 0 O y rn A N y m O O rn �. d O' C ".� o �` o p = tp S o y N = Z - N CD -T. 0 CD rn 0 O' p CSD y ,=.F o �. = O O f.A `0 p . U) A CD p_ rn f y 0 '=-r 0 C S N y o 0 CLC = _0 y - N y f �' rn CND 0_ O CD 0" O y= rn = - S 0 0' _ _ _ = 0 7 = y C 0 = CD C o = y CD =• p_ CD 0 p_ 2 � N O' CL rn 0 N N = 0" = 0 0 y '_� o �' S y CD �' C O_ rt S p f = (n O -0 rt N 3 y' rt O y -. A (D S- 3 CD CD N a0 (D =(n X C 3 S rn O_ O rn �< = -0 S _ .y -r 0 p y t0 O" y y rt S- 0 �N `G O_ D N O T = 7 N o< C _ Z rn o (D =-= rn f O_ rn 0 y= CD j O C 0" N C) N CD O D 0• Cn y O p_ 0 0 o O rn j rt 0 (0j) rn= O_ 3 C rn= y p = 0 I11 O �: O_ rt .C -F N p_ C- N tp O_ d fNn p 0_ d 3 y' S - 0 N `G y `G rt Q 0 - (D-) p j O O CD m CD C p O_ y o N S O 0 rt= Ort `Z Ort A d O_ d y (n D <' O 0 ClD (D O 3 t0 frnn CD 3 CD CD N O < N 7• CD = 0 O _. rn 0 '0-r = f N �• F N d T� C -0 O_ S O 'O o 0 'p S y I D - rt N = C 0 3 O 0 (1 0 0 C• �. _ = 0- 0 O l rn p F�•= CD 3 A n"N �. m.m rto = 3 G p (i o 0 0 o p= p o �' n o p o o rn o p z ortp = y o p _�.c rn 3 3' s c m n n p c 3 c f N _ 3 r (SD CD O_ tp O rn rt O l l rt n 0 N F p p- CD 0 Cl o 3 • ,p c 0 =_ cD o c = c IDD �• o- N p = 0 N _.` CD y (O -0 O 0 y = '0 CD = fD (D rn (D _ rn c c 3 = 0 = -0' O- ?-0 a0 = 3 C O M N rn rto O ,O� y N __ = O r 'O O_ _ '=-r O = p �+ c't0 2 O U) rn y y d - tp -0 CD p_ S rn 0- = rt rt y O fn 0= = CD p S C 'p = 0 O O CD _ N S �'� 0 o y = 0 of D 0 Ort p A A rt '« N' _ COD O N o = CD 3' t0 CSD - = 3 O p O) Ort• CD ()1 ' _0 S c ,�. Cn N -0 " f 0 CD = fn 3 _< rt �. 0 rn O -O ?• (D c = = CD �` _' CD p C _, p rn V 6' rn O" CD 3 Cn C 0 O F CD o D O CD a0 C S C to = p_ c0 N 3 A A .ZJ = y 1. 0 c ClD o_ O n O N. C O< O t0 rn p_ O y' y Q== D C O 0 0 0 CD 0 y 0 y= O O O 3 0- n c p = = D< 3 rn ='� p N m D o o f 3-0 rtrn =' o _ _ _0 S y'0 N = 0 _` _ = 3 o'S n.� o 0 3 rt N o O 0' � O p p_ `G O O y . O 3 N O = C (D 0 =' D tp = tp . 3 D = C N D y-0 N'< rn N O 3 =A rn O M O O O O" = CD t0 O CL rn _ O' 0' N 0 CD rt Z Lo e 0 = 0' O tp ey-rt y .-O = \ (D 0 �< _ p_ N _ C) 0 _ = l "'F N p fn C = S N rn N _ A rt N E (7 o y 3 0 0 0 p (p � tp N N O rt rn x CD p -- O= 0 0 = = rn t0 _-0 DJC = l (D = rn 0. w' d O' .y+ tN �G 0' O' -• _� y r c 0 y c o -O O D 3 0 2 C7 3 rn O: _ -0 (n N= -0 O y y = C O y N y 0 A O O_ �. 3 CD y = y rt O > j y O_ 0 0_ '-_-'. p 0 v' 0 0 0- c a p (D W 0 N o p o o A �. O_ S O p = 0 0 D o. D= O y tp _ _ O" y �• p o N = 3 3 D CD p o 'O O= N Jt- t0 _ O �' 3 p D N rt c 0 3 y p �< 3 = ap �. 3 -O -0 O rn' rn X rn= O p_ O_ O = y 0 rn _. 0" _= 0 O 0 p d S - (D y () 0 C 0 y 0 0 • p O_ .=-F p 0 0 p_ rn = p. N O p O 0 S = p_ rt O = ➢ CO y - G CSD ._« 3 Cn 0 O' C. _ = O N 0; c = = U _ y p = = c n 0 rn rn (�) O O �' c) . OO O_ O CD • rn p_ 0 p c cr rn rn CL O O rt= _ < rt O_ rn 3 y d rt tp S CD `G = 0 O .0-F y 0 A 0 C, < = t0 rn t0 CQ tp 3 �' C0 O N 0 �. . O p rn 0 p_ D N rn x A S y c 0 t0 0 C 7 t0 y W _ = N = N 0 p_ O rn -O o CL y 0 O C 0 t0 N N O 3 0 -' N A co .y« j y A O_ N 0 S rn= tp - y O ap D CD O_ p `G y O O _ N O c . 0 N 7 = O" y C O 0 D 3 p N O O' 0' CD = A .N -r 0 O' 0 0 = c -o G o p - _0_ < O (n 0 y p D= CD C O O' (D O S= N rn = `G 0 ^) _ O A CD CD S = rn rn rt rt O rn D rt CD `G Uj C r C = N I 0 O" V) rtC �' S O_ O' y A p CD T. rn () rn O c rn p �. y rn D = 0- �O Q O 0 (D N - rn CD () C- - CD N O s rn D rn 0 ,_+ = CSD 0 O" = CD CD 0 0 (<D p rn p M tp 3 p (lD O_ y N 3 p 3 CD CD C N. M rt C 00 y O �G n = = c p f%) CD - CD �G = C7 = rn 0 O_ rt 0 y C)' � _ -0 N p_ _, d tp 1 O' y O" d 0 (D _ O O �. CD 0 S -O 0 _ O = p N N N O fA (D w o o c O_ 0 y O =(D o p= 3 rt 3 S N = o.'O rn () O Q' O w' rn �` _ = p y = Cp = 0 rn Ort = rn ap O = N y O O O p = c S N N rn p rn p 7 0 rn= O O C, CD N O O' y O N = : O (S n < rn y _ C 3 0 CT rn rn N O N O N y 0 rn l 0 O rn rn O = 'p y y rt= y d CD rt D CD p 0 3 0 '� 0 Z -o = p 0 S p S rn O p D 0' y �- `G c CD -' D O_ _= y 0 0 N C O A y -O rn p 0 < y 0 = a- S 3 0_ S N CD C p_ y 0 CD O �. - _ _ p o' ,C+ O f rn Q 3 d O N = p = tv 7 ,+ S D rt D rt O_ N D= D -o 3 = p S O' S tp N 0 •= 0 CD D= 0 O p c y 0_- tp C1 rn o _ O C S S = N ,< T. •„F rt < = rn 0 a0 0=_ (D 7' y A 0 rn rn O y y 0 _- p_ 3 N N Cn rn S'O rt O - y O = 0 C rt c C = p_ O <' _ •_ - rn 0 CD D 0 N O_ 0 y y m rtC) �G Q O 0 O CD y 0 N y rt f O N 0' j' w CD 0 = O = O O _ 2. CD CD o 0 A= �, _ = C O A rt `L N rn y O =-o S rt rn rn p A 3 y = C 0 0 O = D C -0 = D (- N rt N 0 rn 0 Sp C QN `G O O: = 3 0 =- 0 m y = 3 0 O rt N 0_ y = c 0 O" rn N N D 3 S p O 'O O_ 0 rn f 0 O C0 tp 0" 0_ y () �+' CD 0- m y= 0 0 (p =< y 3 0 W _. C O 0 CD N= 0 p O O (cD 1< 0 = CD `1- rn 0 = _ N S c 0 0 C0 p_ S D CD A 0 N 3 = 3 = rn r rn� N rt• rt f O_ Q f O' M N p O' N N < c 0 f O p y .0-F p rt o rt 3 o Q 0 D 0 D I o -0 ap _G o p_ o v O tp p rn rt -o p o c rto o_ 0-0 o A v- n p o �n S m m n cD 3� o rt = rt = N r y = O .y -F y O' rt N rn O_ o' _ O `G rn o C _�. O S _. _ �_ 3 _l, = N x C '� t0 y = yT. _ = C y = _ _ (p `< (o O (h = O' _ = rn O O_ (n-0 rn _ p_ C C `� tp O_ 0 p O N O 0 d 0 N Cn tp 0 <D � rn rn t0 ,O.F = CD N N S= o =tp �G tp = N = _ _. _ rt O (n 0 C) = O p p (n X. CD o Con- O Q O N p N o U O IT1 C) '..� _ 0 0 _ rn O ' rn D - fn 0 rttp t0 04 rn c N 0- 0 0 y N 0 CD 3 = D 3 3 c 0= x 0- = o Ci = _• rt N C CD O O rn O = `� N C O n➢ rn = C7 = O O_ CD N 3 p 0 c rn 0 = rn O N O o 3 = 0_ _ _0 O ( p = (D rn O Ort = < F O O_ y 0 O S f O O rn V O y O A 3 _= C CD 0"A CD 7, 'O 0_ _. C Q -O p y 0 A CD <O t0 C== O O N O_ O _' = O CD C 0 S 0 rn p_ �' ap CD C. O' y rn= A 0 0 0 p 0 3 D _ F CD ap 0- p rt O p 0 = N O r p y O N O N o rn rt 0- O O _ 3 O' D y 3 0 O D 0 p rt �+ 0 `G 0= y 0= O' CNp D 0 N N 0- = fn n = = C 0 0 0 3 ,0+ c= = f y 0 (") y 0 CD CD �• 0 O o 0 0 rn = C7 rt CD _ rt < N O' _ _ 0 'O _ O O 0 O_ C. N N CDD (0j) - 0 0 O_ �' 3 < N� C� N � D 0 I�-� 0 y f -i rt= N 'O = �• p= S COD rt m 0 0� � p F D S CD 0 CL F CD N 0 D' 0 3 p 0 (1 N O= N 3 3 N '..� y = y y-0 CD y o 0 prt W 3= O CD t0 CD O C 9 o rt X = CLL) p y (D' -0 " y y C o CD = rt Z - O = y = O 3 o y 0 -O 0 v O N- -u CL = d rt ._+ O C CD C 2. p o rto (n 0 0 0 = t0 0 N p tp 0 CL N 0- S -0 S= tp 0 N O Cn• 0 0 rt O 0- n• N O -00 CNn fCn 3 0 rt p 0 p 'p Cn y = = S rt 0 CD - O_ - 3 N' O_ rn 0 = rn CD _ tp _ O N O -0 O p= _ y CS p CL O C O rn -O O rn o y= 0 O 0 O (D 3 S C N o O Cp 0 CD A O O T. f C O O N O fn = Q ,..F C O C (D M A (n 0 0 y D < = A CD 0 rt rn �' p rn O- O 0= p - A N A 0 S m 0 0 (Op N rn _S p CD C rn = p 3= S O O O 0 = O rt 0' 0- CD O O- Q N 0 O' 0 y l 3 C O 0_ 0 CL =� f = rn rt �. 0 �• -l`L p �.`� CD (D - �' N D 0 rn o O O' = m rn O 0 3 O= -' `G 0 O_ = rt N o - _ " O_ n' rn y' l= 3 O_ O CD O z t0 (D CD 0 d p_ O l t0 0 O . 0 p -0 = rn= O_ () 3= N (1D y p F 0 D CD rt rn �. 0 o CD (p ` O' c 'O D D tp m 0 = 0 (p p CD = C CD 3 Cl O p . CD 0 C C 0 N = O= = X 0 0 O_ f A F N C y O O C N o CDA D rn • tp rt f = y= O_ y C 0 0 tp c C 0 3 = o t0 = -0 0_ S O CD 7 fn = y Jr ,+ (p rt O O -0 O_ y rt = p_ O p 0 O W - _. rt c c 0' _ O= �' p O C 3 =A 0 S 1 O N j p= Q 0= N p `L O p rt< p_ _ CD O C �O =. O �. O CD O CD �G (DS y O rn = < 0 3 3 rt (7 = rn O = A �. rt = y O rn Cl D p_ �< T. N y O 0 = 0 O_ o A == p O _ < O" = rn C) O rn O p y = Cop = rtp D 3 -. O rn O_ 0 0 r rn O_ F = 0- �. -• y O \G l O O S (D. O (D Jr 0 y rn CT D (D 0 p `G W_ -O = p_ r• rn N N 3 _ CD O CD rt O CD O" D rn o 0 O 0 y Cp' y (D N y y 5' CL C O 0 C y y C rt = p rt 0 d =� O y tp 0 0' y rn 0' i S O rt 3 S p N p 0 = S C C `2 (]' rn- I O O S 3 C y p CT = 0 t� �. C C _Q CD 3 _c �' p t0 p N 0 CD N O C' N N O' �' 0 0- x = y tp 2- O `< CD `G rn 0 `�• O 0 C o o CO = N CD D O= p 0 o p y N y O C O O = CD 'o O 'y -r rn =_ O rt'O _• = y p_ = rn =_ - rn O rn 0 n. rn rn y =k -• < = _. = 0 O 2 N O 0 �+ = 3 O -O O y O" D rn = O y O = rn Cb IV c m y 0- - 0 0 O 0 0 0 p 0 O 0 �. �' O - = 0 c 0_ Cp CD- 0 N Cn O O y = 0 (D CD -0 of (AD �. ,+- N O_ 7' CD = _• rt 0 - CD O 0 3 0 m N CD = C £•V p O 0 N = C_ S O = _ N 3 = G ? -0 9' D £ F C 0 m = c = ➢ N y S ,., Nap o_ •�' CL _ y a 3 0 y = a _ 0 0 3 = p o iD 0 = S p rn D rn � O rn -0• 0 N• < r 3 N Ort p N CD =-o � �' _ � 0 rn 0 -0 0 3 = CD tp D 3 �' 0_ - 0 N A=� = rt S Od o O 0- y � O' 0 7 • C N = y D D 0 -0 fn r 0 rn = p rt rt 0 CD= U `< 0 O 0 N CD O' �. O - (� 0 C 0 rn 3 = N O_ y p 0 y \ _ 0 O C O rn D 0 0 y y = Cl = = O d O F = x CD CD C 3 - rt D O 0_ 0 0 O o 3 rn X CD 0 0• o CD G t0 < N = O= rn CD -0 - rn = C 0 rn d o 0' fn N' y O O O rn N = CD rn = Ort = �` C CD y= rn 0 C (D A CD = p S O y < = f y 3 N C) C y c O 'O c N O' C y O (D = o i prt W prt fn "• 0 3 rt C N 0 -0 O () p y 1• = 3 0- _o N ClD O y _`L• = S= 0 N O p 0 3 (D �' _ 7' N Jr �< _ __ _ _ (<D = O O (D C2C7 p S �' 0 N 0 0 S `t w' fNn �• 0 A 0 0 O N N' 0 O a p = p S 0 O O= TI N S S p S S rt = C- CD c 0 C 7 0 p_ ap p_ O_ y p_ y y = CD .Z7 1 = N tp = = CD = N = = N y S O = y y O_ �` N T. _ D .C+ O_ y Q N �' 0 N = O_ N N o CD �' .y+ = 3 N 1p O_ 0' W W= W 'o W W o (..) W C..W W C..) W C..W f C..W W C..W W C..W f W C..W f W= W (n W W W 0 W O C..a W �: W C W W W W W= W W W p N N N N I )-0 ----_ W= p N W W O 3 W W W W= W W fn W F W W W W AN NA N Cn o ODD ODO OD 0 D OD CS)• 000 Oo OD Oo OD 00 V V s V V m O)U1 O m C -n Ln sA A (_0D A A W o W (0j W W (D N ,,-=+NNm NN �0 � C0) W NNS O O)O) C)l U) N. U) m � C)l U) Aa AA � AA W W W W W p N� (m') NN � X' NN�� p �o D N D A D D A J D W D N D (mj O V C O p (T S A F W rn S N W N N W O- N () W= j V x - (N N � N v -N0 D A CNp N N iD J N N N N 0 W N D_ J C D V O) f J l F A F W N 1 1 3 Q CD 3 = X rn O'0 Sf J = m y _ �. O y rn m,., A0 _ _ 0"� p Zp- 0.0 = tip C7 CD = c o D mm3 0 �� :0, �fJ (nCn D ➢ �Z710Cn0Z O� A�:.Zf = Oy Ort (Zn�.ZAfZ(Nn mAO p0�tp SfmJa.ap C p N Arc S(�p o vm C p_ = n �Oo CZN n x ZmU➢O O OrtCOT'I.ZAJCA"I.ZAJN OCO 3 �O = OODmp m mOmQCAD mZ �N p_ G)AG)OO 0 CD p _ �r O_ __ W O O N N C C7 0 C = m p m O r rt D -. m 0 0 70 y m N O O:a C 0 Z y (p D p p c p-?_ 0 O O < A �. O -CD pan = Z �.D O 1 oo rn M C")m (D C Z70 't `Z D- _ 'C-rZ ��-� rn Z➢3 z3 O N rn C=0 a 3 = rtrt DD N CD C (D y A =000- W Cn� N 0 (n C)CD .Z7 1D O=Z = = OO y y O O �Ort(/1 Dao DO mD Z(/)�<� m0 CD D O a, n 0_ 2 3 O m rnTl m i to O C7 A O r= O �' o' p fTl Q p CTt -O Tml = Z O p Z (l 0 m= Z rt �tp (;') D m D m O -o (n'O = rn N o f O p F rn- rt TIC oto N O N n C7 D`G p_ M� ,..F O C rn m 0 O N f r S m r m c) S. y N rrt N 0'00 N o m rn (0p n N S j y N -`G O rn c O= M X (D rt .Z7 A CT .Zl T) C m -' O m W Z (D D c O _ r `G `G Q 3 C y rt m m (..) �. y Z O rn =' C7 - Z O- - rn m m r 0 'o N O rn rn 0 = O rn rK r-u'M - 1- () 7 D Tim A r m o TJ C m Q 2 c' 7 A- A A= rn = D N o c I .v O 2 Ntn (') (') = zA W o rn O �XC7DCD r0 A rt rn mo = o rn yt0 0 = (7o m = I p_ �rtF N �p0 c)(nx 3 (-)C�Ort(-) r'"IOm D- m� p�� Dern D o o_ O-.o_o_ -Dc)o o y N A� 3 a_.mm_. rn �o D D vz _DO Cy G)N D< G7 f= o DC7y N rn m N S o =-. Zrt 0 N- ��r^�=03 Azo 0 y O Z == r N S rn Ort = Z o= 0 m O D D o r D ➢ n• c) -o r O o A l O r N• r!l m O O_ O O 00 0 0 D �. CCi f• o' N S z �` 0 rt 0 0 c C7 C X 0 (D (n O_ '-O D m p 0 = D .x+ M 0 (D O D 0 rn y D 3 O D m rn rn = rn N N D 7 O' G) j C Q Cn 0 Cn S o O v D �Co D Co to N (oDDz D DZ p m -Z = N rrt f S �� ODDp Ort�rt� o �p y �zG a.o (� N �. NCD o0 m .-.Orem ort=Sz N rODG) c pmz �`� r- ao �'mN(xj i ON = o ort .< N �;u m 3 y o'D n •• m O m a N D N �= D C) N 3 y O O Cn0 C") O_ 0 Z rn Cn' rn m= 3 Z� �Z 0 �0=�= O O_.. �� C C� 0 0 C CD p j' �0 C D N j m Z rn Z AGi CD �m Z" C -0_0 O ONp 0 O DO A< =mo N 0 f 0 X �` r O -0 Z Cn -0 ZJ O = 1 N Z O O ZJ D p 0.3 0� o (n o��X'� ��p n 0' N rt o mrt f n c ov p =Art D 3 �A� 0 y y Ar.� S 2 N (TOo 0 ortp z c< Ao x (n nrn =3 u or. o p_ -O y Z_. W W 0= O• C= 3 O _ rn A Z D< .Z 7 D .-a -• w• m= Z S N 0 y (p o O p_ CCD N 0' S O c (p o D 0 0 0G N p m D m �. C r N z c (n p i� o c rt C p -0 D (n 7 a A 3 rn= 3 N= D () H O Z y O 0 = A C rn 0 O m 0 0 3 m r C) m 0 (7 rn rn 3 N 0 y r C rn �� f = r= C D C D (D 0 A O r (i = C<T .. C r 0, D C D o C C n ZJ N 0 0 `G 1 rn r i O O y O rn 0 Z O-0 C7D (b A(7 o m . A 3 Drt = `<tp ➢rt rn Z `L M 0= D A f A '=-ry m.. 3 p tp p_ 2y A CTl O y Cn V �(./)O rn 3 DZ 0•Cn_ rt mrt �.m W 3 0 �. X= tN y O (D N c O C= = O (") O (") N o \ A A- = Cn O rn = A = rn C") -' O rt -' C C y f 1- m 0 Z O (n �. N 7 0 -0 Z 3 f 0 7 D -0 'A N O rt ._+ Z = A= 0 O A m CD O m N CD O C '` = 0 m_ p CO C�.I y' N == Z rn m y M `G `G O S N 3 O m N iJ N F 0 3 CD (D 0 y m t0 rn 0 m j rn Z (n m o = = C 0 Z O (D O m m N O 0 S C = 'G = Cp F () m y y rn Cn S -O O y C O Z.. y< 0 0 y rn 3 �- O = 0 N (") rL� Z 3t0 O_ W rtp 0 y = I Zl O p V = O Cp O t0 A D o W rt C- rn CD c (n 0 C ,� y rn (n .y -F `L c .Zl CD D - 3 p_ .Z7 .Z) p C 'O (D 0 (n m p �. = prt Ort .Zl .Z7 �..� JC X 0 CD D ➢ 0 C) O rn (n p N N 3 0 N N CD A O N C) T O CT d rn 0 O 0" CD 0 0 S== S Z7 p n Z7 C. O_ _ = C S 0 rn N O C D = 0 = O rn O Z N rn 0= N 0-< D N w < c = y (� �. (n - rn 13 ' r c o_ A m rn p m -� rn O- y 0 OA c A a Ti O- v= c') o_ fn m m •• o_ \ S= o 0 X.p y O'' O NCD•• p- ;u 7) = CD _ 'p -0 ON C rn 2 N m� = rn Cp O S.. = y O p Z 3 CD C y -0 C =- N m D =. CTl _. O m N N rt 0' CD D 0 (D 7 0 ? f S h o o = f= -r AAD (n o y 3 0" p f -0 0= o (D (n m (n C rn O fD N= p = tp < N t0 o •• _ (n CD C7 A 0 -O O O A'0 N Z (7 rt Z= = 3 m 3 3 p_ tp y fn O N _'\ p 0=- N O = 0 m M m i S rn rn 0=_ �. o tp = 3 O 0 _3 = N D_ - (") \ rt N N A p _ fn .=-F A O O ➢ rt D O rn' � Cn f Z= (D m= y rn z rn p A rn = N 0" T 0 O m < p N N n A _rt rn Z O N E 3 S 0 p D WO rn (m/) 1 f y O = ,0+ CD O mU 0 y C N (7 S N C S O N N N N N =� Ort d 0 0\ N j• O o- s D =D C o p O 7 0 < 0 rt N 3= o 3 A Z o 7 (_ OF r 0= O. 0 A v CD 0 �_ O OC IA N rt= N CC -0= _ _ CD = N 0_ C7 C) 0 '� Cp .� rt = (n o rn 0 _ T) 0- _. fn N 0 p = O 2 _ = y C �. N = A 'tn c y S C O O 0- a -0 < p == 0 p y = m V = 3 y (n = = O • rt C") C O rn y rt p N p N_ 3 I = rt o o (n O N p = v rn o 0 = o = y c D = y A� 3 TJX O y D O y y N =• `G V .ZJ 0 y O_O C7rty 2O p 0 0 Z O 7 O C O_ O y N CD l N A rn O Z m 0 y' = 0 Z tp (D C O O A O O (1 N y y lD O rn .M 0 = O' 0 C < CD 3 N O O CD rn O p_ `G O_ W'O S C7 CD - Cn 0 (� Cn - 'O f O W O C rn N 0 3 (n rn N O_ = O y 0 D= Z -0 d m 3 = O 0- y 0 F = U1 N• Z) o0 47^ 3 I o -O rt N A c D O rn NCD m 0 3 O O rt N\ O 0 o y y m 3 c = i = O -0 d (i c `< O �: O rn S rt O -O OD D rn D C C D A O 0 0 () D rt p < 0- = m� 3 �' O Z Z = _' < S 3 0 (D = o O_ p_ y c O D =`G (./) .. O N p_ N 0 D (7 p m CD p Ort = f =. y p CD O 3 0 0 C7 0 Z d O JC O 3< O -= pl m (rnn C -0 `G ('7 ('7 0- 0 �' �. 3 N ()] O O y rn O' (D O C f!l '=-r p y o= 3 0 rt �' i = o Cn A 3 < O (n CD f• F 0 =• 0 0' D Q 3 (� D _ '0 d ,..F O N D' _ = 0 0 tp N 'p 0= CD A == m rn =' = p t0 p 7 `G d 0 0 O' 0 rn U p f -i m f O 0 0 E tp 0 = 0 p j. O' = C Q O = =_ (") O N rt O O O rn rn '0-r A CCD tp = (} _ = 0 ~• 3 O_ W O 1 0 ap 0 m O N Z O O 3 y = S S d CD -00 C 3 �, O O_,p 3 0 O- O < 3 t0 y 0 0 '0 rttp p-0 = S rn p CD y rn = O CD N W CD D o .� _ a0 D p . O rn Off = CD ' S CD rn rn A =' c F CD y= y _ y 0 CD 7'� rn p S O 3 rn rn y C Vl p rt� `t, O O y' O CD = t0 S O O_ rn p_ d �. 0 CD w' O_ X O C7 to = CLCD = Z y O' Z O N () Crn7 C 0 0 C C� 3 .x -F p = m y = N C rn m y rn 0 0) O 0 O = S 0 -O 'O `< < ap rt N _ rt o CD S U O O C 4l O y= O- O O y S A CD 0 CD .-a CO Z CD rn N O 0 0 y S O rn rn O 0 = S CD O y 3 O CD N D Cn == CD A �< C D 0 O p CD CD p p= 3 rn O D p_ C c C= y M y 3 O `G 0_ 0 0 0 S Od (p 0 �. p_ 3 `G (D 3 Q 0 CD S D= -O CD �. 0 0 O 0• y 3 -D rn p C") CD = `L 0 CD C (� (� C C O_ N S C y �` '-i S fon T. D y N = 0 = CD O CL CD = 0 0- C ' 0 0_ n d r y S A 3 A p 0_ Ort 0 V=l D S 0 O rn- fD rt rt = rn 0 = = y 0 (D c O rt O CD F y C3D o rn O y C (D y O S CCD 0- N t0 N O Z C p_ p C N rn 0 D' 3 C in ,p c O (n .Zl y fT� 0 0 (D 0• N n' 0' p_ p 0 CD O' 3 C.) N Vl 0 0 < O � . S D 2. = 3 O p_ N (..) 1. y C N = N < a0 0 C- prt rt D (n Z CD N o o = D y O CD O_ �` 3 N 0= S =• C. S rt O d rt O -0 0 O CO C t0 N O C 0 _ tp 0 CD 0 Ort rn o 0 7' N 0 --0 F y m N = 7 t0 0- 0 y 'O � fn 0 c 3 C D O N (D CD t0 0 � p_ O O d S 0 p_ 3 D y p N y O = O C a0 = O O C) N t0 rn O O y rn 0 0 3 (D p_ (n S . 0 n .rn0-r C 0' 0' _ -0 D CD _ O 0 (D = = CD CD 3 0 D rn p - a rn 3 So `= rn o D p 3 �n �n v 3 S a 3 3< �N 0 art- = N N= o �3 - n 3'p o = O O O N C) p = rn 0 O = = p p O O f N rn 7 fn- 0 CD N O_ = CD N rn <= CD rn c O N 0 = _ (D O_ A rt D (D A N CD O �: -0 y 0 0 d o rn 0 Q O 0 p O' Ap N= p CD C o rt Cb 0 p =�+ p O_ 0_ p_ S • IL rt rt - O � S O_ O_ 0 p< 3 yo 3 p f o =N 300 D ? - m yo n D pmC rt'= v o= rnc) oy= (D p pCp y N 3rn <()0 O y= A _0 �� rn X 0' y E O (D p rn A y 0 Cn rn O_ y rn' rn `� p_ > >• _ (n C = CD 0 = 3 N 3 -O CD 3 3 rn F c 0 f 0 _ ap O' = CD y 0 0_= 3 d- N O rn = = 7 C d ,C« D S p �G < Cep = N CD p C CD t0 o i Cop O o S N 0" -• O rn O S �. p O 0• V N- ap 0 N O_ O p CT O' 0 A �• o D - (n tp N = 0 Cn `< < =• O C) fD 0- N 0 N O y =' N F .= 3 rn rn= f o C 0 3 r` rn W p F = F N 0 CD 0 0 p p S p D O C'7 p t0 n W 0• p N rn d= -o O rn rn = < rn A rn O p O X• CD O 0 = d 0- CD tp C 0 y = _ y d T. 0 .Zl O D 0 = C rt F S o- S 3 y O O O 0 3 y A (D O rn O rn 0 0 0 `t = c O" i `G O 0_ Z O p_ (p N o (p _ p rt• O y O rn 0 rn N rn 0 C = C = p = 0 Cop F 0 -0 y = Z 3 rn . _' 3 O y p_ rn= 0 0 3 N p =• A C7 rn y O A D = 3 0 O 0_ = D 0 0 0 ._+ O m p 0_ ? D y O_ o = D 'O S O 'O N n N = tp - 0 -0 rn 0 _ rn CD CD t0 -0 Cn 0 p O t0 y 0 = rn o O_ _ 0 0 o c <' y (i O `G I = O d `G C CD Z O y y rt 0 < 0- 0' 0 = 0 = (n t0 CD tp O rn S CL ._« = y `G -0 = 0 CU -O (n A y 3 = -O (D ,..F O_ C o C-) O = tp rn y O 0 S < O C A CCD ClD 0 C S N = rn O C p_ rn c c o (<D p p p N D �' o = p Ort p O O N m 00 (D' O' y 0� c 0 A O O 0 C y� 3 rn C 0 y O N N =• O N O 0 O -0 • F O- N (n N C n rn Nr rn 0 0 n rn N rn y CD U y n O N \ O" y o 0 y < = p_ C c O CD (lD .=-F p 0 0 y CD x O_ CD C rt CD fn rn 0 = < O - CD _ 2 N T. = 3 0 - o N = (D tp �' O rn N O (nom p O' O= C (p - O O O o rn rt rn O 0" rn O O O rn y O' O D o (n 0 0 O 0 = N 0 0 f O D • O j CD 0' N == O'�• O CD o' CD y y t0 -o p_ f V O_ ,-. y F ?7 O 3 rt (� = y N D p= 0 Ort 0 <• o_ C 0= o N W 0 x = CD 0 c= O o S N 0 N+ 0 = C _ N p N 0 CD' m A (D m (p O (D tp (n tprt tp O' _, _ -0 N tp O _ F = O Q O �' O_ Z p O O_ __ Q Ort 0 0 c A 0' (1 S O 0 a0 D D 0 p rn rn A F p 0 _- 0 C�i c o 3 3 p rt = o rn y 0= rtx A D p N 3 m 0 = rn m 3 y CD N <. o (T oy 0 ao = N c� rt __ CL o n c N 3 C y 0 CD = rn rn 0 0_ y O = rn ap • O N • y (D = p = 0" < 0 y O S p O O_ S -0 p_ = 0 (n rt O= C CD C Ort rt y tp 0 0 p N C 0- y tp p y O' O N c o 0 o N rn (D S .+ p_ f = p p_ Cn rn CD _ N O � 3 tp D C 3 d rt O 3 0 CD = F N 0 C C O 0 =_ = n d O y C = rn 0 _. O rn N d _. rn rt rn= A y C y 0 Cn N CD p O A 0 p CD- 0 0 = `< 0 O S rt= -• O y tp Cp rn D �' o' O O A rn 0_ -. -0 y N = O O A N p O: O rn N C= CD C t0 CD • CD D rn= y = C N 0 p �' 41 N O y N= N Z -O d C y= = CD _' (D 0- N (3p " 0. - D O CD t0 - rt tp N O O N O O C7 ` = 3 O_ _ ? � 0 = _ 0 p_ C7 n O 0 0_ -0 �. O y t0 y A _O O O . _' y O Q 0 y N 1 = rn n _ (D 0 y rn C 0 w' 0 Cn N N 0 0 N t0 D CD CD o A 0 N CD (OD 7' CT t0 N C S 0 O .C+ to N Ort O rn = O O D y rn 0 N D C tp - '0-r < = 0. O 0 rt O• �. rn O_ 0 -0 CD p C7 �: 0 p ,O.F y 3 C (D p - p S = 0' 0 `G y � O_ 3 _ -0 tp CD CL c c F= CD F = tp = O = _ �• O y (n 0 O_ O 3 c 0 CD O fD o = y CL rt rt D (1 0 �. p . (D CD O_ = f O C- 3• CD _ 0 y (} S N '-O O p_ rt w' F 3 CL (rnn CD 0 CD C7 3 p 0 O p O_ = Ort 0 N= = 0 O_ p O O = f. = S 3 rt 'O N j rn -0 �.-p N N= rn �` N U D rn 0 N CD D= (Cop �< 7 C� = N N CD p: CD C 0 m A 7 O_ o N = - = rt p o= 0 3 S N p_ 0• W� O N• O' Vi � = y. 3 p p p O rn O 0 N 0 0 OF C) y 0' 0 0• 0 (p O () _ = D =rto o - S (1 -0 O '0 0 = _ .� 3 ,+ Cn �) _ C = O O = 0 t0 0 0 = C d CD CD 0 Vl S o N CSD _ �.�G• = 0 = f < C 0_ o (D = D o = ti. 0' rn 3 0 (")' _ -0 rn = 0' = O (n N 0 0 rn CD 0 0 c O o D m 0 y 0 rn O CD =- rt= 2 0 o rt rn CD _= rt 3 F� N 0 N p CO p p_ (D 7' (D rn = rn F C7 = CD D = O 0 0 0 0 O CD p_ N = W (<D O Q O O D C N = 0 O' ClD o= N CSD rtp = �. :3C = O N O O' N "CSD `G O O _• c y N rn = C, y W c? Cn y W 0 rn O O N y 0 rn rn rn _? p 0 = O 0 -0 D O" rt O_ C y .= 0 0 Cn rt y O y o tp F 0- O Ort O 0 0 3 - '0 tp D C y .O -r to = I 0 O 0 N N (D c p O_ A S S= p N y y F S o rn O N p r` N N -0 y rt CD CD = rt O" p -u _ Cp p_ y O O 0 0' 0' & O- i+'-0 rn rn rn rn 0- _ = 0 S 1 _ (n O CD = �, O_ `< t0 0 O C D 3 y c y D- p rn c p - o `i o 3 C=j S 0 d CD = o tp 0•`G �. N rn N= .0+ 0 -0 y d tN O m COD rn 3 JC X 0 O y o `G CD C 1< < = 0 O" 'O O' CL (D N d C-) C S -• C CD y _ rt = = to p_ .-O y S rt N y' = 0 <D - O `� 'O 3 p_ rn D = rn ➢ w< CD N= O CD- rn O N 0- S 0 CD D rn 7 N o O (� y C = O = x O F t0 C O rn 0 rn y JC' G) O_ <0 O O p_ N Q= 0 p_ 3 d 0 CD 0 O_ -O D O y rn rn' rn' x rt= _ 0 �' p rn O _. O < 0 0_ N =• CD O O O 0 0 O 0 3 D v 3 rtrn = •D y ort p r.o = vo 0 0= rt _ _ _ p o 0 ort 0 0 A p y p CD 0 ap = tp 'O 0 (� ➢ 0- = 2 m = t0 CD `G W O - _ = 0 t0 7 = O rn CD N (p o �. C t0 N t0 p D o_ -0 'O G = = N 0 CD f/1 c Cn' CD rt O = CD tp = O D 0 =' i ➢ 0 rt o p_ 0 = O 0' O_ _ C rn O CD CD 0" 5 0 N �. 3 to x -0 D C Cn CD 7' '0 2 S N' t0 0 D _ 0� r G) d •„F V O F 0= A O_ () c < O O C rn Z p tC rn O F O =_ 0 w' - fon (D 0 3 rt o _ O a0 N rt w rn 0 CL `� Z n CD D S A O_ (S CS O N l 0 rt p. C = rt CD O 0_ Cn 0 0 O O N 0 f D F• F (1 c• d O a 0 N C 3 p D S o 0 O = -O O Z a J C .-O O < O A = CT _ 0 y 0 _ O N = y C) V N CD = rn 0 i 3 N O = CD 0 C ➢ C N M <' G O Ort rn rn = S O O =' = O = C7 N fn A y y O CD y S O F rn y 0" rn O = O D O rt 3 0 f ;u m N O p _ S U) _ rn rn O -_ = 0 O p `< 0 •frnn 0 0 0 n C S D O_ C rn c j O= O= D .f=n 0 •=F O D O 0 p W = rt 0• m y D CD 'O S CD A o CD y CD r C c 3 C A - rt 0 C O_ (� A `G "'� N O_ 3 (D o p_ - _ 0= y 7' 3 0 (n C) O O y 0 �• C N C CD O D C0 C 0 y= 0 0 m d (n `G 3 rt N 0 3 y �. 3 SN .p c = o o_ r o? d ,=-r A O 0 `o N 0 0 p N '0 C� .Z) rn N 0 0 p fCn 0 O = Cn' c) O7 -0 O S CD rn t= rn t0 o '0'. O "y'F S 0 0 Q' j 0 CL p_ o C (D 0 rn rn o = N o' CD p r0r 3 0 o rn 3 o -' o o =oD o rn o N p o 0 o rn �c a 0 = o o p= n'p = 3 x' o S p 3 r = cN o 3 rn D rn c= m rt y o p p CD z = N �< f 7' 0 A = 0 ,y.� _• N D - 0 C C 0 - Z o 0 O 1 y A m 'O M S O 7 CD tp rn rn n o ,� y r N <, y o_ n O O_ -• `G O_ - O' 0 O_ p = (D = y = 0 0 -0 C' ap o 0 0 D O C S 0 S 3 p 3 0 n O m� 0 0a D rn o a _a �'v' n �_ CD mo rn•� �. �'� rt f = CD j v 0v 0 N 0 D 0 D N `< rn rt CCD = _ ) O O C CD rt N 0 N O C = Cp m y p -• 0 0 p CD = rn O D O �' N f w O -0 x O = _ o• • N Z7 c rn = = 3 S n F -0 3 = = D C O rn 0 `� -• y rt• O p t0 S .y« �' y t= _y Cn = 0 E d O = p_ rn rt rt Cp C rn O W --r U 3 S 0 O_ = d= �. C O = W _ 0 CD C N ti. m y O 0_ O N rn S _. « rt C g: rn p A = Ort j N _ S p D A O W o c CD t0= O_ 7 - rt CD �_ (D f• = CL f tp N p rn � 0 0 N O O p rn to -0 `< S A �• D y O rn = = 3 p = �. .0+ fn t0 -0 rt A O = _ _ = O' t0 O_ = y _ = O' �' _' O N 0- _ (1 7 C O 3 O F N O_ y rn = N = 0 (n' -0 C 0 CD rt = = N t0 N• = O _0. rn rn a CD N• rn = O< o `G N tp O_ y O O rn CD S= N A Cn• C (D (q O- = F C S � 0 0 n N O 0 t0 (n y 7 = D -O 7 m = O 3 j N x t= y O_ CD C o (_op n t0 J Cop D X p_ 0 d N U c '30 S j `< 0- y N CD p Ort Cp y 0 0 n 3 N p 0_ y N CD CD p `G �< rn? o t0 p_ Ort rt ,O.F CD - 7 = C O O O" rn 0 O_ D � 3 n 3 (n 0' n n a a m a o m N v () = c o 0 -a =< p_ 3 = • 3 m p_ p rn n n o rt 3 c �- '� S O w' O O O_ rn rtp = A = D CD 0 0 = = tp = o= 0 O C j ? C 0 N O rn 'O .� j f = O O I N CD S S �<• S - (n D 0 t0 N CD 0 N O: `t rn p y D O 0_ A N _� 0 Ort tp (D A CNJ _X j 0 O D y = N 0 o O N CD rn •� O p O. = Q C 0_ � ry• Ort 0 0_ N to CD y. 'O O r S W e O O CD rn N rt 'O �. _ (OD ti. (D -0 p C C<p - (n c CD 3 y p (n C7 N 0 c D CN8 3 p 3 y COQ Cb c O Q C= S O C C CCD 0 0 0 (D �•� 0 l 0 O �. CD 0 p S O_ D O p y O 0 N. p p rt = rn y (n 3 CD _ CD fD 0 rn 3 0 �' O y = rn 0- y O y p CD = D p y 0 �. '0 '0 O CD 0 '0-r N < y N N 0` O = CD C1D = = p rt 0 • _ = 0 C -O O_ _ ,y -F Ort O � O �" N �• 0 CD - CND 0 N 3 � () 2� N A 0 rn y O C f CD O CD C ,O� c 0- 0 3 O 0 C N N O N CL= 0= y 0_ y 0 O O F = 0 rt O =' 0 a0 �• 0 3 rt s o CD o 3• 0- 0 3 it F 3 p o o_ 'o_ y o _ O p o '-=_ (, 0_ p c `p O 0_A D• = y O' a0 0 3 O C Cn rn C f (D 0 cco _ C == y 0 y S S p = N= 0 n_ o v = rn f p_ m o 3 S O D a rto (n "' w• _ < o_ n 0 3 v o CD N (� D 0_ CD D m W C' CD rn o-0 �' 0 0. o �' 3 (� 0 rn '� O" - O = rn O 3 O_ N 1 0 D rt N rn CD 0 0 y CD s = 0 tp p O 0 � _ N -O rn O O S = p CD 3 f C = c fn CD O O fn rn rn C y o .y« O' p 0' O 0" rn p_ 0 y -0 \G (n rn = C f O Cn C O -O C1 CD 0 0 N 0 Cn d 3 rn 0 _ N O = 0 N 0 v) '� CSD N O_ cD 0 0_ = CSD =' m CD O' p = p y D CD F -0 �• c (<�D 0 = o frnn o p_ 3 o (OD c, o 0 0 0 •�' O S 0- y U t0 = O" t0 O 0 y- o -0 `< X' O S `1 y A O' _ < CD rn p (D 0 = 0 N• N rt N = Cn - _ = o' CD CD C)1 0• o N p p_ O. rn Oto w' 0- (D p C c CD CD = '0-. C p_ � N = 0 - -0 W y -0 � 3 0 3 (� N o 3 c - 3 = _ (D CD (p = = p = p Q 0 p p 3 N = rn f N p _ o N 0 y 0- �. = 0- 0 O - `< CCD o m O_ (n 'y0 0 -00 0 rt N rt D CD 0_ O N D 0 O- O `G - = 0_ o (D 0 o tp D c N rt i t0 Ort y CN-) p 0 tp O= rn _Z O d �, 0 0 0' 0 CSD 0 0 O' �, N O' _ S N = 0_ CND O [D' O p_ 3 = j rn' CJ N p p p O, tp CD 0 (Oj c v p 3 y CCD p Cn CnD- 'cy' TI F _. S = O (n o' 0 fD y rn 0 "'� A p_ -O Ort - 0 rn O 0 < = C O () N \ O C N CD C 0 A p 0 Cn p rn 0 rt O C3 0. N 0" o (n = N CD = O Jr (D <' A p - O O rt = N t0 = CD '� rn (p p_ N = 0 N CD N (D n (<p '� p n D �. �. O CD CD 0' 0• O N O 0. A 0 y N O y O y 0 �: y - _ y 0 f O_ f t0 ap C rt D y C 0 0 O= rn = prt COjrt) S N 0 p_ 0 0 0 y �' N N O' = 0 0 y' 0 0 O y 0 N N 0_ p o rn rn O_ -0 CD rn = S rn O rn rn F = O rn O 0 N G C LAYTO N ENGINEERING &DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 FOR AGENCY REVIEW ,\11111 ff,,,, � z v z ��` '� o Nov S; =� -0 XmD = G Z �; "��'?grioN a?',, '��lllll lift(.. z n m m O 0 o z c CHAD HOLLISTER G m c NEW RIVER TOWNSHIP, WATAUGA CO., NC 0 Oz N PROJECT SPECIFICATIONS °WNER � o W O U) W r 0 BOONE STORAGE DRAWING TITLE PROJECT TITLE C LAYTO N ENGINEERING &DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 FOR AGENCY REVIEW ,\11111 ff,,,, � z v z ��` '� o Nov S; =� -0 XmD = G Z �; "��'?grioN a?',, '��lllll lift(.. W:\Projects\2018\18023- Boone Storage\500 CADD\560 dwg\BSU18023SPC_101.dwg,1/17/2019 2:28:02 PM, eric brewer THESE DRAWINGS AND THE DESIGN THEREON ARE THE PROPERTY OF CLAYTON ENGINEERING & DESIGN, PLLC. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT OF THE ENGINEER / ARCHITECT AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION W w W W W - W ,- w CO w s m w o w W a• �, w O w -O w S w w W W rt W m F CA G, w N W W w W w c (.,d w w N N N W N N N S N N N - - m- S- - m- .-� - - .-� O CT v- ? ? � Ort ? CD ? y? 0 0� c A ? �•, o A 0- 0 A � � ? c� -0 0� ? A v W W w N . w N) N c W W 3 0 W W -0 W :-^' N N N a .-. cD O V 01 F� `•G O ., O rt U �. in U N i.n to O W D D N L- 'O N � .-. . _? W N CD .-. U, ? O 0 rt W N C- N - - -O rt O 0 -O O C N n O m Q. 0 '<'� 3 C W �' o <D rt Q. ('> W C O 0_ < .. 3 3 0 n 00 DDDgDDDDDz m' �'0 �' o c ao rt•� z m n m m n -� n =m n 3 c � x CD cn CD n n v d1 0 0 n v �N G� c> m 0 m z m C) K -0 m r v = G) K v im W 0-= N•z - -j-1��-1�-1-1�n o o ' (� C- CD rt. N n m N G O O = (D 0 p ,< p 0 0 (n m O D m m D m D C Sin ➢ �� x�� 0 m C m S m C1 o r D r o m 3 0 rto 0 " o = F m v 1 m m x x x o 0 0 m r m z O z z n m z 0 cl rto m nnnO(�nnnn (D x n O O M F s s= 3 0 o z m n m n m m D o n c a W m _ m� CD (N, c f z 0 rt nm c o �^ r n 0 0 3 0 ao o m m 0 a o o _� m N m v m z m 9 z z O z m z D (D N (D m S 0 0 D= SN D � 0 O TJ ➢ m z Z -O D m c C c c �_ C (�D� o�?�C11 OV1w o Z r rtm- 0 0 0 a D F z < 0 0 n 3 D a D CD 0 = < m c x � f 22 o Cp (n = 0 P! o n r m O s 3 4 0 m rt -o a r p o x `� � n � r m C m m (S D 0. O S O. C r .-O 0➢ (D = O 0 rt 7 0 O 'O D �' 0 x Z O Z O r N r ➢ .. 0 0 O G7 C7 '< (n - Z O' r n n (D') O m �0 0 0 7 = O CD = m 0 .. E 7 n (n CD �• p- - S Z c -0 N N N i O N < D G7 3 n 0 3 0 1 N r Z O O O z �. m Gn (o r S .�+ m O _ rt n D � F 0 O N < rt o m N 0 z T. �� _D_ o. C `< rt j 0 G7 = 0 S � � 0 Z � m (0 Z D = Z D � N O V V W H O = N CD -0 O 0 c F CD 1 =. C N O. 0 d 0 'O 2n C x - Co 0 (- C Z a N Z (.n C C Cn 0 Z C c s m N 0 C. O c ,� n O N' n = 20 T` 0 �< S N S 0 W ' N Ort, � N N d rt X rt vCi m - N �. N M m O N iM C N 0' Q Z p s .. Z N f C m m N v S D m OD 0 C = A 2 N '� (D > >. CD = N ➢ - S n r =• N 0 0 F 0 -O �' . - 0 S 1 C n 0 • O S -O' �. Od fTl m Z 0 O O CD N O O N O CD (p D m = O 0 0 0 = n 0 O O D O 0- N n_ S C 0 = < N C C =• _ N= O CD G o 0 m - _S CD O . rt N 0 = m F 0_ O O (//j O . p = O (ten' m D 0 d o 0 C O m? �' N d 0 rt Gi CL] = S 0 N = �' 0- O = C m = F r CD Z _ 'O < N O c O = TI CD = TI -0 rt Z Z = W C O s o ? m - _o: - v = N 0 y rn o c 0- s n (n a N o o m O O D S N - 0 0 F Cb - C m cD', m C m a m O 0 A n_ O- 0 0 D v O 0 -6. 0 3 a .0 0 o v W O 0 vOi is o - F 7 n n � = S m O 0 n = D m c7 s m 0 m o o <• c. p 0 0 o v o v 0 0 n v a N s v D v < 0 v a v A N. N m 0 N m O' 0:tn = CD m N m N S 0 (D .D+ 0 o 0 • C 0 0* �. CD - N a O' CD .Z7 -O CD 0 �• �- �• 'O C 0 a �• O V 0 0 S -O, m 1 D CD 0 C r N 0� CD n 0 C C 7' rt a O_ a 0 'D O N O_ = m rt S = CD v 0 = 0 S 'O = to CD C CD _O m 0_ N T. m . 0 'O 3 C` z N 0 0 O D j 0 O 'O �'`G N 0 c0 3 0= 0 2C (n S 0 S 0 0- 0 F 0 0 O- 0 p _ -O CD n Z O' 0' D (7 = C �' C= o•O O O l N N a y= _ N v D = rn n 3 0 y c 0._ '«c = o n D o 0 -0 _ = s 0 CD o N 0 0 o D C7 0 .�z D mTJ` TJ nZ N m o•0 ('1 O_ a0 0 'O o m �' rt n_ c 0 = F a m -O (n CD n p CD C C r = O j Z 0 a (%l CD N CD CD c N CD a S CD N =' - O rt 0 0_ F C. N O_ .0r 0 0 rt O S '+ 0 m O O 'x CD = O 0 O= O O == N 0 C) p 0 0 Q 0- �_ S 0 O O m= N F m = N c _O V 0 N 0 n CLOD 3 Z -0 0 C Z = 0 CD m 0 t0 - m N 5• _O m- O_ C 0 = p O O ! *. 0 0 0 - (1 -O CD = n O 0 rt O 3 j' p p 0 = CD = -O O O (n 0= CD _ 0 0 `� O N m O = _ S � E 0 o O 3 S = a ti.,G 7 D _ D • 'O = 0 = = 0 N D N 'O .« O C O" �. 0 0_ CND q- O O O d 0' n - m = O N O 23 S a N x = d 0 O 'O CC = C t0 rt O: -O Jc -O S (] -p S 0 CD O. CCD CD O ? _ = O 0 0 0 0 N (1 O O = I"!l O - N -, 2 (� 0 0 a CD CD n - m C n' m Cp' 0 D 0 0 !" O 'O' c `� _. 2 O 0 0 CD n_ 0 O rt 0= F': =. p (D• = O 2D - 0 CO, N c - O S y: = CO n ._-. O O O CD O CD 0_ CD n Ort .Z7 0 (o C (1 CD rt X. D= (D' 0 = tp 0 = d m 0 O F 0_ •� _ Q. (A rt S < 0 0 A C CO' O' O 0= (D A CD 3 = rtm = N 2 c7 � CZ n S f'!l c N -O rt= a 3 N S= O S C -O == O o= < N (D O S S_ N 0 CL X 0 = = I. C m o 1< 0 Cp nD O CD C 'O 3 rt 0 a 0 0 n p n 0 2C 'O C 0 m (n 0 _O �< F O O W p -O .'p 3 3' o N 0' -O CT a N= CD O (�D Q m 0 O S S O n 0 n W n j O Q 3 CD S o -O D C rt CD N D (n S *L = n ,< O O O N = N CD = = f -O 0 (D C 0 O O CD = >> 0 C O C= a0 0 0 D- IC N = CD �` �' CD CLOD N N N O n 0 I F 0 (n D c CD CD, N 0 (n CWj C W= m N' (o CD 3 awl n 0 0 (� N D N m .rt N N 5- CD n >• .W+ N = N O N D S S �•N S N N CS0 0 210 C CD CD 0 0 0- _ CZ �' - _ D - p 0 C . = O_ (7 (] D 0. 0 O CD D (D 'O CD n n CD _O =' O CND = _ -O D 0 C 'O O= m N O l - 'O m rt - D 0 = n_ Ort 3 0 C- O 0 S = W O = _ `< CD N = 'O ,< m O D „0,F = 0 0 D a n 0 0 (n s o o, 0 c v • N v m s I _. n S O N = 1-- = = N N = O p_ N CD O CD O = -0 N 0 -O. ,< p rt C (D = CD = (D rt (] 2 S 0 CD 1 'O ? 0 N 0- �.' S C (1 W 0 0 n 0 n N 0 a = 0 � s� 0 0 <' a 0 0 _ _ - S .+ o f -0 s o O p 0 2a v F 0 o - n = 0 � 0- m= o r c 0 ort 0 (n .� 0 C o D CO = N 0 0 =' CD 0 O S 'O -0 S m N; m 0 = CD S CD 1! (D v V D CW, CCj -o N- o = O < 3 O (= O_ n S 0 3 N D d O F. o CD O o 1< " O CD m (0 O o O 0 CD C 0 = CD -0 `G 0_ N -2- CD rt n CD CD � 0 0) = _ _ m CD (D -a' m 0 F CD CD CD N = C1D 'O j 0- C O 0 0_ O' N m N `L-. W S N 3 N S O m -O C N CD 0 0 -0 V 0 0 O N O p N O CD m ,� rt - N 0 C_ A y' _ 0 D S D 0 0 O N O =. D d 7 0 V S 3 CCD 0 m O 'O c C O D = .« F o o C 3 0 0 0 = w 0 0 0 = n m 0 o N s 0 ? _ f O z 0 (n O 0 N o 0 M. c rt c x O O E (A rt =- O (n CD O o N c 0 C. m 0 = = N o 0 3 3 .-N� m g o y W m o o f m y o - 3 = F3' 0 • D N 0- = 0 0 - = CD =- 0 = = 0 0 3 m o N 0 o m = Fav v rt rt�0 0 rt 0 Cp 03 0,0. .i= 0n f0 a n _ c o 3n n o =N c � v 0 S=nF0 S -. - 3 a n = CD D C O D (0 -O E]' W 0 n O (0 1 O" c 0 O 0 c ADD F 0_ =;, CD 0 3 CD = m = _ 0_ fA 0 0 rt a O N S 3 0 CD C' N -0 0 0- n = CD D 0 rto CD 0 2 0_ S -O 3 W O N S O N j N = S N ? -O N p 3 O 3 CD < 0 0� = D -0 O C. O_ D O _.-F O S 'CO S D . 0 d N D O 3' 0 d `i O O j .« m D N m 0 (D 'O (n (0 0 - S 0 CD 0 0 3 _ 0 v m �. . C i_ 3 0 O = `< N 3 S >• N V 3 '_'� Z -+ 0 0 O O Na - o c 0 0 (� CD O '0' O 0 v C D 0 ''� d= N o o CD 0 `�< I _ CD 0 d 0 - O N F `O �< N 7 v CD n 0 o = ,< S N n 5' S N O 0_ `t O V 0 = 0 s 0 W N C- c 5 .; 0 _ a C < _' 0 ,,� 0 0 CD 'O C c N O NS. S F p N 0 0 3 'O D �. t0 (o = C X O = N N CD O C N rt 0 0 C- n 0 C n CD 0 d S O 0 0 n a� c 3 0 = o c_ p 0 N.� -o D c N 0 0 0 0 o x n = n N 3 _ = 0'0 o v o v0 <c o 0 O 0 c 0 0 O S O �• N 0 -0 'O 3 o rt Ort 0 , N C C 0 0 0 n S a 0 D W - 0 0 �< v 8 - = 0 = D == 0 -0 0 0 3 0 -p _ N F o 0 0 - 0 0 S W S � O N `G O 3 D 0 G O' CD to N 0_ G o N m= 0_ O = _ c rt 'O O O C CD 0 C �. G CD = N S= t0 = 0 0 -O' 0 0• F - `� 0 n a0 a - O W = N C m C A. rt S (] CD ,N.F O W 3 N C O 0 (n S O S 0 m m N 3 0 CD = 0 0 O rt 0 N O n C- D 0 . 3 O �. A 0 0 o m rt CD C-0 N 0 21 c O = n (Wp S N N O -0 D 0 d 0 �. D = O O O 0 -O 3 �< -O Z 0 - O C p1 a S� C N_ N� CFD d a F 0 o v c �' w X o o a = m =r S o= s= 0 Q a 3 a o_ 0 0 c o 0 3 s 0 0 = n p l 0 _c to 0 0 F W 0 p fA m S S'O C C L S S= CC - rt 0 n = _ _ m -2 o ;°+ O 0 CS 0_ CO CD 0 N S n c o N N m 3 a v' (n �, o D aCD O 0 O N. < 0 �' O O N 0 0 0= 0 N Cb O C CD CD �' O: Z d = a- N _ (n N N ,< X (p = fA a N 0 = n' (n o' = c n D m = a o v 3 0 0 (0 r. c 3 0 N S a- c S o rt v = 0- n _ -O o c (n = o `< c O 0 0 0 0 o rt CD = o o o =' (o N- _ -O' _• O C = 0 N 0 0 0 N rt S i - 3 0 'O o (D 0 0 t0-, O N a D ,L WffiN - 0- N n O_ .0 rt .N� N to 0 - F N 00 S N O C 0 (D N = O 0 c N 0 = 'O N O = N N N N Q 0 CD C fA = rt 0 0_ 0 00 c O m ? C -O p � Z = 0 CD .n to (D (0 0 0 S `< = rt D c rt 1< 10' C W D CD CD (n N 3 3 D 0 Q =' `� = a o -' n_ (D C- (n N a S a- CD D O 0 0 0 S. C m CSD N C7' rt N (o F � N 0 O an d = S 'O O CO = O CD CC 0 (0 0 0 N CD N D C F m m =. 0 O. 0 T �. CD = C -m S _ -. O N C A ;W; = (D (o - CC O' 0 0 X CD 3' N -O CD N -NO D n rt O O' CD O = 0 C Q< 0 A C O C 1G (0 r (D O `< C= S f (D 0- iT Q n S 0 N C C 0 2A Cn o - O C rt Q a0 = Ort C_ 0 (o = _ 0 0 C O' c CD 0 0 r S = S C C C D m O' 0 O = a - o' F v v _ �' ' _• S _. 0- c w = = 0 x m 0 N CD = - = �, s �' (A - 0 0' 3 0 0= Q �• 01 O = = 0 0, S = 0 0'. O - O S (A o F N O_ = rt CC 0 V -. m " 0 3. 0 0 = (] a 3' _ . O 0 = 0 0 (n CD Q 'p 0 0_ 3 0' (D S 0 = * l N 0 N O N= O „0,t O O F 0 N (o ,=.F `G O N O' 0 CD 0 i d CD = p= CA -1 CD -o CD S .0 _ O n -0 o•n,N -Sno < N = _< -O0 .o Ss �� 3 m = 0 3 m c O' c rt 0 p0 D =- N 0= n D rt ,^j (1 CC ]' N Q = 0 0 c S -0 C 0 S S to N 0 'O 0 0 3 C 0 m _O 2D = A N .� 0 rt O (D CD O W N CD S CD CD a CD S 0 T` O 0 CD O = _O F (-D -O O_ (%1 CD 3 m a til 0 0 nd O 0- N a n -DO C O N 0 O 0 I O C' :E a- 1 O L 0 m 0 C- W Cc = o N S (D (D = N C d = o CD �' p C = O n rt o -. 0 v x 3 r« (fW] C= C X D O' N a 0 p 3. _ 0- n N Cp 0 CT C CD S 0 0_ o F W 0 `< = 3 = C C S =r 0 O' -O = C O S ' rt N = o 0 = O_ D 3 0 O' N N 7 C rtC' � N< n F 0. 0 v'o n = 0 N �. a n F -o CD c_0 �m . n =' _ a m = 0 rt _• o =: n o '-cN 3 N 3 W o a0 N o = - C c O CD 0- G = C_ E. D_ . N O 0 m O 'O 0 n 0_-O (] S N C O n 0 3 F < D (n o- 0 o Ei 0 v' r, o �' c o (0 0 0 0 0 = = o c v m �7 CD n < o - X O d 7 0- a 2� fA 1< W CO = t0 G 0 O Cp c - O "'-. 0 0 0 0 .N= 9. -r C C<D 0 X 6, W O 0. O 0= 0- 0 < C 0_ O =' N O C S F =_ _ = 3 0 O `G o (D' D 0 O O' N = 0 - CD - �. rt rt O C 0 Z (D 0 C S (A 0 CSD TI (0 a `G =• = 3' ,-� 0 0 O' O' O CS v rto n CD = 3 Cp -0 CD 3 o c = W S. O = `n \G o = o n_ c =• D c= -0 (p c m 3 CD 0 3 N o a D C z -O 0 • 0 (3D S = -�-0' �• _. c N' 3 c 3 D D = O m 0 S m (D a O -O' - rt C !P- 0 0 CD 0 l= N pl d N C 0 - N N _Ca' 0 0 CD S D 0' Q = 3 = N, rt = - 2. 0 0' � 0_ 0 0 0 = O. (� CL CD CD m S > _• co O a 0 CD 3 c V,' 3' a c- COD m 0 N `. N 3 �. N Q 0 . = ?. n CD N ? D m3 CD (D ort 0_ o N E F � 0 0< rt 0- 0 0 -O c C 0 D a =r 2. p N N S 0 Ort a 7 0 fl O l -O CT (1 N CD = 0 0 (D 0 c Q 0 -O D = 0 2� S rt -o' N 0 �. N• C D m D O O CD C -• D 0 t0 0 = a r (D rt o CD v F 0< r' C 0 t0 0 .+ S C = N 0 0_ c 3 0 = W N 'D D- 0' o p o a r v E3' o o = (�. a 9' 0 0 0 o m D 3 0 -O (3n 3 C N N F S =F S F D p -o CD rt 0 a- O Op . Q N ? 0 0 O N 0 N 0 = N �. „0„ S N 2 O 0 to C CD _ CD 0 N - n = W- = N c S O N O" 0 0 (/, (� C 00 D CSp 'O = 0 `< 0 O = CD 3' 0' O m CCD �' 0 0 5• = S D = N 0 0• 0 C S O D- rt (2 O Q O S S n 0 O 0 -O 3 O D _ d 0 0 C O Q =' 3 `0 = O 0� 3 a= S N = 0 j• 3* . NCD -, a 0 0 t0 n f 0 O 0 0 C N = a n o N s o y = CD 0 O m n 3 0 3 0 N o D o �< 0 =03 D c rto 0 0 3 sm ao _ o _.0 3 c v= 0 CD o m 0=rt = m = o n o v a � 0 0 SCp = O O ,G 3 FO 0 0- - N 0 N= - -Np , < c 3'O S (D I .p -0 W d N O n N = v 1< S o . 0 o v 0 0 CD F 0 N 5' n_ 0 a 0 1 0 0 O rt N- 0 O p 0 S CC =' Q O C O <' In 0 0 rt a S o ,< 0 (S 0 _. a j' rt = O (D c c S'O 0 O CA O C N = 0 0 i 0 -0 0 0- O_ F 0 0 0 N d'O N c CD 0• S N - p -O c 0 ,- m F 0 D `< -' - S- m 0 O_ N S 0 0 CD (D rt o -O N' = 0 -O = CD N W= O 3 N CD 0 c `< C CD N. ? CD = F 0- _O. CD O_ 0 F � 0 CD 0 0 c C 0- S = ,� O O C 0_ CSD 0- C= p m a 0 S rt t0 o C 0 2- - - D N S = a 0 a = F N S N 2q 0 !?- 0- 0- C O_ = 0 -O (S N O 0 • -O (A O_ C 0 N 0 2n = m 0 C O `< 3 a� = 0- Od O -O N 0 �< p W 0_ rt (] = S W C 0 S- _ 0 0 CD Cb 0= 3 O N 0- C7 _ fA .� p 0_ O N N , D 0 0 = = a 10 < 0 -�00 10 N 0 O 0= C S ,< - N Q (n = 0 O N O CSD =' O V O D C O" y O 0 3 N C 0 0 rt a -O CD 0 O O !�, CD N = 1< 0 N F C - 0 0 = 0 0' m a,? 0 0 = 3 n ,� s s am c- 0 m _ = 0Drt o 0 �rn . 10 o o s3 o m c = o _ N N o n ,z 0 0 3 - CD 0 m 0 O' (n c o = 0 n s o °- (0i, _ = 0 c rto. n, a s o =_ N v o D c -O 0 0 -- o v N v a `n 0 v rt v N o 0 O_ 0 s 0 (n W N 0 -O N .W -F 0-O. (1 0 0 C "- rt -0 ! 0 c c 0 (D 0 i. 'O _= fA 0 c C 0' 0- .C' rt =' C CD = 0 3 n • C, < CD C N N (S N C' N o d j' M. S 3 �` N 3 O 0 y C N - CD C = 0- N m N C N (n o ? N C _ F 0 a �' 0 w 3 Z .W. 3 m D m O rt = = c 2 N n S a CC �` n p _ (D 0 a 3*(n a O n D (A' CD rto N 7' ➢ C- 0- n' O o =- o o_ 3 m c o m m* o __ F 3 N -55. 0 vc - o 3 o v o m e - 0 0 S v n o CD ort ?' = O < o = o O- cb - g = ' _ _ (p = v 0 0' -O v n rn 3 = 0 2D �• 0 0 =. s 0 07 F Ci - -0 s = 0 N X m CD p O N =, p 5 N = 2' , 0 = c -CO = _ _ ? N. 0 d a 0 , -O is 3. 'O' F CD 'O W l[i o c t0 0 0 S C C �' a JC- Cb to < 0 m N -• 0 S '� C 0- 3 d = _O a C 0 0 C c 0 S X 0 0 �. CD N CD 0 O a= �' S C _ 0 'O O_ 1T. 0 = _ �; = N O 0 0 p CD S �. O_ n O S = 7' 0 0 -= I 0 0 S a N a 0 D �- N 0' 0 'O CD = ,� tA' S m rt= D D• D F 0 0 n O C d '0 CD d C 0 rt 0 0 d O p `E N 0 O = o rt• 3 0 0 3 S m m o m 0 o v rt m S= c n v = s = D F 0 0 9' v N = o a v CD = 0' N F O -• T (D (n N 0 3' CD = S 0 D 0 o' rt O = 0 0 0 0 N rt 0 c n 0 0 0 D 0 0� c j N 0 O �• = O t0 ID 0 CS T. S O" _• < CD (0 W o_ O N 0 __ 3 -O - 3 O an d 0 S c N a CD =• rt N C N (WD (� �. (D' o= 0 FO O 2 C C a .0+- S (D 0 = 0 d N D 3 O 0 0 0- -O 0- 2D = n C S O -O O 'O N F. _ N 0 O_ 0 o m' 0 3 O � `o c 0 0 m = 0 (D = v o c c s 3 o O- = CD CD F. O 5 o rt N = � 3 i D_ 12. O C N 0- ((DD 0 3 0 S CSD O" `. C CD O o fA 0 0 (0 �'� N N d� 0 S 0 0 0 rtc = O N m o m w o c a 0 0 vo O 3 0 o a 0 m v 3 o'n D 0 3 CD S (D N i p c N _ S S 0 - 0 F 'O = N _ �° rt 2 O o 3 3 N A -O D 0 (D S C a G O < N C 3 0 o m rt 3 0 _F �' a m c CSD _ v a n 3 �' m c N a o 3 _ 0 0 (0 O 0 W 0 O 0 0 0 �T. 0 a 0 0 = F o CD F (n = s 'a - � 0 3 = 0 F D n = c N 0 p rt rt N= N C1 2D 0 S D = 0 0 - _= o S n 0 5 F n" 0 0 .0 3 0 1<= o = m - 1< 1< o_ 3 w C, W W W W m N N N N N N N N 7- ? W N m OD V O U, A W N AO (.r, W W W n W W m W -0 W W G) C N N N n N N rt C n N N N -0 N N n n K Z n m 0-0 G) C (q Q . . ? Z W W N m Z � . O W Z J V Q CD 5- 3 V V V m m O N a J Z Z a Z C.,t Cn W ? D W N � n N � � L- n N m Z N N n (.1, ? 3 CD W N n N � 1 - n m 1 m - N mD D D D D D Z � r ,p D A ;p 3 (O c = D Z D A O r A N (n N N (n N n w w :O O r o w w w w w w w w -0 (o O- m m D Z 1 x Gi (/, (1 .T7 N N C N Cn TI G: 3 .Z7 O D D Cn (n p .Zl ➢ A M = y r w w w y N i.N iN iv i�.a i. .Z7 � o� D r O D `< O m CD 3 D 0 m 0- o v, 3 �•` 0 o S m n ,� Z r x x y m m m m m O 3. m m 0- = m 0 D = F-. .-� m D N (/) _O r m (A D (n -0 0 (/> �, �, c Jr �, z z z 0 Ln 0 m C 1 m D m N N z z o (n - - ._ z ._ - ._ n (n 3 3� m 0 r rt' = z �. 0 m w w ,0-. w . 3 3 N z 0 O O N n n D a D :t> • m (n iY . rt n W m . . w G7 'to G- n o' ?' D .-C1J 0 r0i, m (n O Z m 0 C C N a o n C CD ,G F. O O O D 0 o S m C7 a n C N CJ, V O O, O 3 O c o D D N r 'O m C n F r v D > > x N C (o (n i D rt o CD (A - C 0 D N' = -O n v r r r Z N c n O O m = D O V CTO c m C En- -0 = o O= n Fn N o .0+ o� N m C o -O rt N N o n n o N rt(n aFO c o 0 v CD o m m m m x o �.rt 0 n n� m m o rnVrncn 3 z Z y' rt' f+l 0 g O m Z < c 0 A O' o W = rt c r O c .0-. o rt 0 = = = 0 O = + o- � m m N D n D o n m rt c z G7 -o D- na i' n m �• , S r. D a C n (n - O z o 0 C Z o CD _ N m m m m Z m z z 3 A o N - - D 0 0. CD O D � O a o' 0 0 0 m D D m a - 0 m 3 1 N : m n O W m C Z c N -< S D v' 0. (D Ei = T. 5' c 0 0 0 Z A .x-. < C 0 -< o - _' _O F N 1< D = O 'c Cp .N-. n N (n (.n o N r 0 z z N m cn �? N N O z CD F 0 n `< n= c a W w' o o x N 0 c m o z O S 00 N= S = Sn Ei' = x 3 m m o o a o n rt n 0 c� c> c 1 'N« s c 0 N -" 0 N = O = cAn c O C 3 0< _ N o D N o O N (/> O < _ = O O S cn N m' D w o v • n z c o 9' r. c o c f 0 a m a f 3 3 0 0 0 0° ui _ 0 o m 0 0 N 0 C �. 9 (n n N <[i Q CD N _ 0 ? f�T'I m _ D_ O N n V, S 3 d = .Z7 n Z F -0 m 3 �' 0 (�'� •0 0 0 v o n 3 O 0 = S C N n �. _, - o .n N N ]' (0 0 D O' Oo D (0 0 t0 c S v o N 0 < m 0 = .Z7 n m D .Z7 D Z 0 D 0 C 0 0 N Z = .Nr O 0 S� TJ D 0 (D 3. N�• C 3 (o ,<.Z-7 S < O' 0 = 0 CC ., .0-F rt N m C- Z O W m m (n 0 0 G = Cl, O 0 � m (o D N N .0-F 0 q N m Z ; = f N O' O- VWW � = 3 3 = N 1 z 0 0 0-0 0 rt o o V n O C N v- O Z D W 0 d 0 -NO N CD CD n r 0 (D �` CD 0 (D O m m n x p o l S (n 0 c o- N . -o' o' = o\ (D 5 o- 3 o s D I 1 a n = D I =' _• rt o N F N C F n F 0 `< CD = O N m G7 Cn F CD 'O p 0 (D 0 0 Ei O CD m - 0 3 O- (D O rt 3 O (n S S 0 `i O CD rt O N = O O N n rt N O N Z N A M. =' O N r D (n CD 3 N 0 N 0 2 R- m O O 0 F a A N 0 Z 0 3� 3 C Z n CD D N 0 CD _+ N S N C o D 1 I O" CD 0 = 0 0 C CCD 1 m 0 2D O N D 0- 0 S S- C 0 .Z7 C = 0 O `L C rt (n o CD O a W O N N' O CD -O 0 0 (o CD N F n O_ CD C = 3 p CD D = m 0- n F N CC 3 N (SD m o 7 S c ,� n G7 F N N' N rt 0- N f m S 1 p � 0 0 C D_ a N N D= p 0 .-Cml C Cm CD _ o f m v 0 s o v = o o? o N' o z O - C O N 0 ClD 1 0 N - <' A CD j' O' O = (p 0 CD Q n m F d 0 O O m n 0 CD - m N _ (o O N O rt O. 7 N Q a Z7 N S 0 ,, = 0 .art C F rt o a o 0 S 3 n N 3 S 0 0 = z ➢ N o o a= N W 0 0 - o- '� (n `L_ 0. 0 0. v o �, N N p � 0 0 S _ 0• N o m 0 = N z � s S - N = CD - � m rt.n `Doo -2 o m = < 0 0 n m . to - A 0 O' 0 0 -O 0 rt• m ,< o o (0 ' N S F 7' -0 N 0 n n O A 0 < O' S 0 Cp (Eq D p 0 O W - 0 m 2t-0 N T F S� F 0- U=1 .N -F 0 CD CD = N o 0 V0, N 0 = (D � O O .Zl m O F S O O p 0 0 m N m z N W 3 N O N 0 .N-� O" 'O F C (; C N �` C CD (D n O 0 S 0 CD = F T. _�. O O O = Z = CD `� a CA (D S C C p CD O_ 0 c O o 2 � w 3 o c N o D N o m D N o' rT rt < N n = n a CD == O Q =' CD .N�. Z (o F O ' _D - fTl N D O 0 - 0 = n O 1D 0 f a 0 CS S N 0 S 2i ,� c S O_ c 2rt 0_ - N 0 O� Z (0 0 3 N , S N ti. d rt O _ N O O_ _ = S O- = Z Q � 3 0= Cp 0 0 -O O F m (1 n 0 (n m 0 S C- 0 S (D x 0 O 0• S 0 n - N 0 0 0 = 0 0 c O N N < = I"!l S a O CD < a rt n N 3 0 0 3 (n n -o _ S -o = 0 0 3 0 0 O 1 n_ a N 0 a c CD 3 0 0 0 (� N CD S= 0 O. N- „ n -0 S CD V = 0 (0 (= = O C_ O N c 0 O. n C C CD CD = 0 S 3 CS (.W m '� -2 E I o = Q N n O' N p d = C �' O C -0 S 0 p C 0_ CD' 0 7' ' CT C ? I n • 3 0 0 O Cn 0 S. 0 0 0_ _' C S 0 N C 3 0 0 N C N Z C= 'O CO = O' N 0 1< V O C C' N CD a O C) S (o D S. 0 N n m n 0 CD °. D rto 0 = n o m (0 S � rt CD -O o= 3 A eD v = o D \= O CD m z _ �.1 a ,« s a rn W rt o CD =_ (° 0 0 = o 0 0 0 Irt CD o V7 11 0 0 W o o F = 0 A :. D o n D m Co m = rn a = 0 Ort 0 p ,< D rt N (D 0' - �' CO N F a �. 'O O O n C S 0 _ _O _ = S W 0 = -0 W Sp 0 = 0 = 0 D n N N' 0 S n 2 O S D 1 `G Cn o CJ D N O" �' N `G n 0 = -O CO O 0 c ?. N = 3 I O N D F W F SCA CD N (0 0- c I rt Z D n N 2A m p 0 0 0_ C =' F = O 0- .� 5. rt N a0 D N (D �_ . = D CD 2D D- 0 0 O O 0 0 .. o � D 3 ,V n (n x = 0 0 (A 0 - 0 Cp N _ 0 S X 0 0 O= C- N < p 0 - 0 N C rt 3 O N O N =- 0_ rt O rt � O O a ,, CD C W O 0 rt m rt S CD 3 N n 0 = = 0 0 O y 3 rt o 0 0< o0 3 _ o c c o n, a 0 x D r 0 n O' 0 O D 0_ 0 * 0 N O_ ? = CP CD n_ Co m n n O 0 CDca. c c 3 v o N = 0 3 v 0 0 0 O c _ n c m o = d D D 'O W 'NO CD D 0 n_ C 0 O' c o S n 0 0 C= O 0 CD C 0 -O D m �i S Q (0 0= W rt 7 I o`< - = -0 1< N o m c= o, 3 = 3 c D 0 0 3 oon * 0 p 0 D m C• D O N 0- C = = N C- S 0 C' 0 0• `L_ N• 0 m 0 O D = CT I- N _ 1 ;u 0 0 0 N a o n= o c arts ➢ D ao 0 S < m rt 0 S S 3 0 n 0 C to rt N p O CCD (� _ - 0 0 = 0 _ m 0 `� -_ (� N 0 c 0 = 0 N .0« O N = C CD 0 C 0 j D 0 0 a 0_ CD = 0 C_ Q N - 0• Od C O_ 0 S� n. 0 =' 3 (0 C 0 S N S O" D (0 N O_ W C O N S Ort N C 3 =. vN �• 0 rt s W m 0 0 3 0 0 0 0 0 o v0 cmD o rt o 0 N X 0 0 3 CD 0 W_' 3 0) c0 o nCD o S CD C 0 S C a rt 2S Q 0 c d �. (o .l -FI. S N O rt 0 N f CD N a � 3 _; D 0' CD a o s= o c -O m D S N a o O- v = 0 0 0• D o (o o n � m= o v c 3 = �v o Q 0 _ C = O = 0 C O D .0 S 0 m < = 0 2D 0 O -0 D I c n N f CD to a O' ' N m 0 - S 0 0_ d c O 3 0 n O 5' n a- 0 N o 2- o� s = a; , 3 N 0 o F rt a rt= = 0- = o o w N n = o� c =" 0 � v o o - x.0 0 09. N F d C' O C 0 0 0- rt Q �' CD D - c 0 S a N i m- C a S (nA O fA N 0 n (0 O 7' N D � 3 Cap C7 0 W = 0 S 3 N (D a v c s o' 0' 3 _o' m = 0 3 0 n 3 rt 0 = V rt 3 F o o s 0 rtrt o N D CD C A cn S 0 W O 0 Cp S a CD = C N N 5 C• 0 N 3 N F 0 = •« O 0 m CC C N = = C N 0 CD 'O N N rt d_ 0. _= d C 0 O '00 -DO j N ,Z 'O ("� = O O 0 S ,+ D 0 -O O `< 0 a F 0 CD 0 C O = 0 0.. = 0 O S ci C Z ( O_ CSD o M. == = 9 D o o n n 3 m 3= F o m F r° n o n m ao' O I D o o n 0 = 0 0 .� = C- 0 0- _ - = W rt < � C 0 = C tS S N D (D p = W CO S O_ Q .� .0 C < S 'O C CS CCD S 3 = N' 0- = 0 o t0 0 rt N' 7 o tN C c 0 0 o CFD n N W N 0 D O .0 0 Ort 0 0 S 3 = = 0 o = ? = N 3 N ? .' 0 0 -O 0 O = 0- S� CD _ O O f- N f 3 0 �• N Q �' n O a 00 a 7 10 S S F S m a O' F O t7 0 2S D a 0- O_ 0 S co C = S 0 3 0 n d J C n n W 0 -00 `nom rt WO CD. W _O `< = � _ F CD S .N -F 0 3 o CD = C p 0 CD 0_'O = O m 0 ➢ O 3 a = C= N 0 = S 0 O D 0- N F C s 0 2D =. 0 N 3 0_ 0 IF (p j 0 0 0 S (p CD CD 3 �• 5 0 1 CD N p_ 0 0 N 0 n 0 I �' 0 y 0 8 p o m= 0 0 0_ I rt O N 0 O a N (n 0 - --O rt 0 F N C0 O_ ,a' � N CD O 0 =' C �•� -= 0 O. 0 CD CD V CD 0 C � 0 S F N S 3 j' m 1 N S S = n 0 to CD Z _ 0 N m -O = =' rt - m 0 D (n = -- 2 F. 0 N CA CD (D 0= 0 - rt .n O _• 0 V ,W« = C c O S 0 C 1< S S N cD �. O (0 i➢n N 0 (D \= D W - I C _ �; N .� `� N C W r, .W -F D a 0 m N 3 = = 3 .W -F N C '.' C 0 D 0= N 'O (%, O ? C- 0 3 (C'1 m Ort 0 C< N ; d D x 0 S = (O o C = CCD W a D f• Q. c t0' CT m a rt m' CD r N S O v 0 0 -0 O' 0 0 S �' x 0 m D = a E- 3 _m n o 0 c 2- = = = g• CD F 0 o n 3 0 0 - ort a n W o rt = S 0 0 < O p N O- 3 F. 0 0 0 il D 0 *• D D D - n 0 0 m 0 S 0 S .. �• n 00 = x Q 8 0 0 0 0 p N 0 0 O c O N CD 0 o O 0 S NO c N N S 0 S � M = G 0 O O I (D 1 0 N+ o CD n (D y - D F� 0 O � n < Cb 0 m o Cp o 3* z I _ o rt o =' m= O' 0 0 (� 0 S C O CD (o CD O n �. C = In O .N+ 0 S = - N N _N 0 N- -O a CD 0.O 0 =� - Q N 3 0 CD F n 0- Z7 m X N' O N 0 0 m 3 fA 00 3 N = CD S. = CS CD 0 O N C CD F O - o _ m 0 N � 0 S O m S o d 0 o n 0 O O N N C N O n= S 0 7' o -O S CD O W S N Cp S= =' IT'I �. 0 p 0-- CD O N = _ p 0= CD d = a N .N -F CD f o CD o C - S S 0 0 3 O CL S N m 0• V CD `W. 3 v (A" 3 ,2 N rt s 0 c = s �. rt o (D = n 3 s (0 S. = o N 3 CD CD = O i O = _ .0r N o I 0 0 O 0 Q S _ � 0 D N C .� C 'O O F CD N S O p CD S = S p 0 N m 0' = 0 = Ort N S 3 D = F = F = 0 0 N 0 0 3 0 n D = D J S 0 0 X 0 CD rt S W 0 3 O" O 0 ,0+ X N CD N 0 �. O rt O (o d o � 0 N _rt CD 0 O 0 O" - 0 O - _ 0 O 1 Os = `L 0_ - C 0 Csl CCD n O = CD _' ! l -O art C N y =' -O 0 0 = S C. 0 O' 0 0 S = p CD I (1 L1 0 CL m N O 0 -C 0 C N 0 N S S (A (0 N a 0 = rt o ='t02. O' c (0A U, O C 0 0 n_ S -T. CD (p CD _ 0 - S CD 0 N O (0 CD 3 \ = a < (n O = m X O O o 3 C (WA CD = O S 0- r CD F C D N Q N -O S OD CD CD C CD O" 3 � 'O O' S Q o = C x ,-. = CD 0 OND C. D o x c N. CD N 'D 3 a CL c Q 0 o F 0 0 ➢ O' 0 D 0 � D 0_ N N 0 -0 0 0 * c 0 = CD 0 l m m - 0 0 N N U (7 N Cb S c= (D• v' 0 0 F N S a `G1 (1 p' Q t0 O (0 c a O D O C D N m p � N \ = p A .0+ N 0 _' D < ,a' C CD ' N = Cp 0 m rt N = N -0 O O_ W S O ,z 'O F O 0 0 3 N CD C 0_ 0 0 F C 0 rt C = 0 C O -O -, F = c 0 F a o' 0 . `< � cr - 0 3 N D o- S 0 CSD = n N = m 3 0 5' 0' o _. F (n = = CD 0 ,G -0 =t c 0 c_ 0 o f _ D a o v 0 s N N o� w 3 s n rt f CD CD o N N X m o c n a < m = o = v o_ (n o N _ 0 N 0 F 7 0 CD < 7 .� 0 j' a N C- O C 0 = ID a N n 0 3 _O S C 0 (A = -O -O N o ,� o: 0 0 0 = N o f 0 a c o JD O 3 v (o N o 0 o v I n O-- F 0 CD m a n 0 0 n N O_ 0 O = 0 0 0 S N O Cb C- `•G 7 N2• C<D =. (A N � F 0 S CD 3 Cb a m X 0 c 0 N O' 0. O CO �' I (Fp ? N rt t0 5: N? S = 0 S `nG .N -rt N 0 c C O_ S `G �. -p ? 3 S� �; d - c S C C` CD O_ 0 D n 3 0 p _ - n 0 CD (n• W O" - gyp' 0 = o cD _ � m o 0� F o a o 0 - n_ 0 m 0 rt• 0 3 0 W _ N 0 0 N S 0 t0 m F 0 a = `< = n' d 0 (ND CD = CT c 0 (0D 0 q 0 N 0 0 0 a 0 0 CD C1 . O _* CA t0 0 O 0 N CD O 1 3 rt m = N -0 fA N D O 0 CD m = a y i7' (D „0=,F N 3 0 n 0 1- CO, O a 3 5. 2- m O F = n o s a = 0 3 D s S rt o 0 s 0 0 0 F 0 0 0 o n 3 0 0 0' = 0 < = F 0 a N 0• 0. D N = n 0 (moo 0 3= n = < 3• 0 0 w n n F S 0 D 1< O 0 0 0' a 2S 0 rn D o c Q_ rt 0 o s 0. �,00 ,� = ort 0m O ,� D rD o' A N o I� (n o D F v 0 CD W .-. 3 N« 0 �• 0 N 0 CD� 3- CD -s?. 3 a,q 0_ 3 = o s D a W 0 cn m U3 0' 1 Q O N N S rt N N O C N N C 0 FO N Oo 0 0 d S-0 ?. N 0 0 (n D c= a 0-9. � W 0 0 = = 0 S D - = N C 0_ 0 20 rt F -O 0 `i N 0 C -0 CD O 0 .� 0, -on n 1 0 = O 0 - F F = 0 a 0- N D 3 D N *. X (Sp - CD 0 = 3 a p 1< O' 0 D C0 3 = p CD 0 0 0_ S n = W O = O S 0 O p c= a - rt O v o p' y F N N a 0 �• 0 N O_ ;I- S d S 0 n n O D 0 = _' N c 0 n = 0 O 0 = F a" 0 U, a < n_ S = Cn O 0 0 n_ N � ;4: X' 0 F O_ 2 S O N• =. j -0 j COD n (D D O N C rt S. 3 0 D r S W 0 c S = M. rt Z O rt O N= d CL 0 „0=,F CD rt S 0 (% = O 0 S S t m D 0 0 0 I �� ,p • . = �: m n D m •' �0 •�\ � •, 001 .,� M r1j -�- ,,'''I►►1 �,, 111 1/.��. x 0 < j . c m m _ CHAD HOLLISTER A N NEW RIVER TOWNSHIP, WATAUGA CO., NC ^� :� z n n N A N PROJECT SPECIFICATIONS OWNER o O = W W r A I BOONE STORAGE . DRAWING TITLE 111111111 PROJECT TITLE CLAYTON ENGINEERING & DESIGN 304 15th STREET SE; PO BOX 2351 HICKORY, NC 28603 A= E?. CD C N 0 C zi, o3 T - CD m __ S C O N m 0= n C O 1 Cx', C IO 0 O C = -d 3 = < `L O CD C7 _°_ O CD CA rt v z m O O o� 0 0 O 0 CD C C (o m O' 0 m = v 0 * O o Z E- m = O 1 c7 W p cn CC) ?7 T, = F C n 2 m =' c In -O N -O * 0_CD x 0 CCD N m S = 0 x 8- 2 M C 0 o' m n = = o N O a N n_ _ N 0 0 O ' = N 5' 0 0 -�; � c 0 � o a O E - _ rt 0 O _ 3�- � 5. 0 x 0 s n (A 0' c/) 0 0 rt 0 O = a o m _ a F 0 S p S 0 O (ND O N - , 3 =9- 0 n 0 3' FIT , 0 0 c -6' = 3 0 rt N 0 0 0. _ (1 0 a N 0 o 0. 0 0 0 N O • N a 0 0 =0 a D 0 a 0 0 � c 5• 0 � o 0 0 S 0 � Do m N 19 0 o a 0 0 N a n S = 0 m La: 5' 0 O _ N 0' m = 0 N (A O N = S n O C F 1< _ 00 = O 0 S N 0 0 0 =O N O O .! m m O z z 1 m m Z1 O o � 12 O 2 O C-) c m m N N n O Z O N A 4 c C X N FOR AGENCY REVIEW ,,11111111►/►I, I,I �� ,p • . -- • �: _ n : : � ` •' �0 •�\ � •, 001 .,� .. • ,- • ' d r1j -�- ,,'''I►►1 �,, 111 1/.��. m Z O n m 0 n (D z C-) X m a m