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I <br /> . . . . . . . <br /> EC. 1 , T. ,29 N, R. 4 E, W.M. � � � <br /> �o . . . . . <br /> .. .. <br /> � �t 5°� . . . . . : . . � <br /> �� Dp� LOCKING FRAME AND GRATE P�� . . . . .'.' BLVD j <br /> ,o ao�00 <br /> 8" Min. Low Permeable Soil Keystone Cap Unit INVERTED CROWN . . . . ." a FORESr ' 41ST ST SE <br /> � . . . <br /> . .. .. <br /> � � � � � SW <br /> eys one ompact Unit�Up to 6 blocks <br /> may be placed. BEGiN 1" SLOPE <br /> . . .. . . . . . � <br /> 9" FROM FRAME . . . . <br /> 1" - 1 1/4" �_ <br /> U <br /> �8� �' 2—�- 2% --�` <br /> . . . . . � <br /> � �p PARK <br /> .. . <br /> 9p � 2"X4"X8" SOLID BRICK <br /> I <br /> U n i t D r a i n a g e F i l! F i n i s he d Gra de � � g�, <br /> (3/4" Crushed ' ' A NT MUK���O <br /> Rock or Stone) e ` ; � �� /� ,�,� r; � ,�.., � `�� ,�;_ ��- °�� •.:`�"�°�� �� ' � SLOPE TO GRADE. ��g„�H GDJUM�E c� <br /> " ,. <br /> . , E 5 . <br /> , z., � �— <br /> ^ ^� 3" MIN AC PVMT ��O o � <br /> � ,�. <br /> Approximate Limi#s - � <br /> of Excavatron 4"MIN �� � ' �� <br /> Unremforced Concrete or ��-� � �� <br /> `� �����',� <br /> � � � a <br /> 4" Perforated PVC Drainage Crushed Stone Leveling Pad 4" CSTC (CRUSHED SURFACING TOP COURSE) g� � �,�, -�yp � ` <br /> Tile Wrapped in Filte� Fobric �, �SQ�+ � g <br /> 4"-1-1/4"CSBC (CRUSHED SURFACWG BASE COURSE) �- <br /> 18" 2 �, 4� � o � <br /> MODULAR BLOCK KEYSTONE WALL 5 THICKENED EDGE Z SITE 52ND sr SE <br /> � 6" OR 12" CONCRETE � 2 <br /> N.r.s. — SECTION ��B-B�� RISER SECTION y �v <br /> �:� , CLASS 4000 CONCRETE < � m <br /> DRl l/EWA Y PA UEMENT DETAIL `� 2 � � <br /> (1.4P�W 6,� R 12" �. <br /> GRA TED SUMP LlD DETAIL A T THICKENED EDGE 2 ��� J <br /> � <br /> r; N.T.S. - 22„ 26„ MfRRILL CREEK PKWY � <br /> __;; p� � � 1 � PLACE 8"& 6"PVC PIPE MIN <br /> MIN m <br /> W E. .� � � � �t ���3 AT TOP OF KNOCK-Ot/T �S� <br /> � � � � ' T O E N S U R E A PRECAST BASE SECTION <br /> � = 0 <br /> � € � � ° � �;�.�, :�. MINIMUM 6' SUMP , (MEASUREMENT AT THE TOP � <br /> p � �� < � ;�� INSIDE INLET � � OF THE BASE) �S� ��� <br /> ----------------- <br /> � Q 121 LF�B'PI� �� �•.. � -----� � ; 25" �y0 MAOISON ST � <br /> ' 4 18' YARD BASIN . . ��.. _ J <br /> O .�7_��� PVC .___ � �avu�4ie � <br /> � � _ �_ _ re .-----� � ecoar 5 �.. .. : o <br /> � "~.—... � �,d � �__.u_.�__.�.__�._.� � , w,4tc � r: �� <br /> � Z { ���..��;,� ��� r�� �Q �( � � � 4" ���, <br /> W , � <br /> ' �'`� � �:sa 1 3 � <br /> I <br /> -� � ��q ' � ~� ��y ': � � �`rf�Ua��l�d�l� I � <br /> C.� � �=` �—`-. �;,y 0� �� C��.�TF6a�'7��P�f �___; � � 4� <br /> 3 cava��n►cEr� � �� �_ � , CONCRETE INLET ,3 VICINITY MAP <br /> �, A�����'�,��r� �; Y.B. � N.T.S. <br /> - � �� � �� � ` 1.�,'���t ` � - <br /> �,� ENGA� 6 PI/G dN 8" _.�_,�E <br /> NOTES : [ � �P �'--- �, � __ <br /> CAST IRON GRATE <br /> �� <br /> `V �`��°� �`S� TU'1Q"�UUC�tLE"IRON ��� <br /> 4 _!� OR PLASTIC GRATE <br /> t. CATCHBASINS TO BE CONSTRUCTED IN ��° ' ---_ ' ' AT CRO�-UN(3ER-� ;' 12' YARD BAS/N [ -- . 0.1' <br /> � ����� � �F��' �'� �,.�.�\` s� (�I <br /> ACCORDANCE WITN ASTM C 478 (AASNTO M � f; <br /> _, . _ <br /> , � <br /> ' _ <br /> ,v �_ <br /> 199 & AS7M C 890 UNLESS OTHERWfSE SNOWN ' ; `` �� ' 3? <br /> . <br /> � ,_�:::,.....�:_n...���_,::��: _; <br /> ON PLANS OR NOTED !N THE WSDOT/APWA �� `` <br /> SPECIFICATIONS. � , ���•;��a �� �'��"�. � 18' YARD BAS/N 4 ;; <br /> c-� D D LOCKING f'RAME AND GRATE (SEE .� �;.. ��„ 8'�, � 18' YARD BASiN 4 ' <br /> ; <br /> C) CATCtI BAS/N NTYPE 1 6 PV�LEADFI? FOR - `: <br /> ,� ' '`��. �' � � CONNECT RD � fD ' . . <br /> 2. REINFORCING SHALL BE EQUIVi4LENT TO �Oo000 STD �WG 5-180 FOR DETAtLS) , v �..v, '�� Q�G � <br /> - s��., <br /> �y. �,:,� ,� TO YARD BASIN COIVCREIF RETA/NING WALL 14" MIN <br /> WELDED WIRE FABRIC HAVING A MINIMUM AREA FOOAN6 ORAINS 12" OR 18" RCP <br /> 4 12' YARD BASIN ' �3,r ,..a �,.�; ��; ��,; : � e-�.� r.z <br /> OF 0.12 SQUARE INCHES PER FOOT. WELDED <s„ �� � �� `'`° � �"; OR N-12 PIPE <br /> ,,,a �.� <br /> e� �; �;` � y�" r� � � fry � <br /> , � �...`, = <br /> WIRE FABftfC SHAtt COMPLY TO ASTM A 497 � �-... �'+�6+ v� ���R ' S f � <br /> - �"�1��''��� �,'�fd��;�"�' ��LE7; `' 'A 'b�'C Y.B. � - �; �, ,. <br /> (AASNTO M221). WIRE FABRIC SHACL NOT BE �°, , �, } � <br /> �ld;��Lt�:� �,� �'?�t�T �, �#TE' ���� �''t 42" MAX <br /> r �- <br /> i <br /> PLACED IN THE KNOCKOUTS. �������������r� �'�����. �µ ��" � �R <br /> , , � <br /> ; <br /> 3. TH _____ <br /> ;, _W w_ne_. e,e,e <br /> ,, Q r -__-��-,-;�mw�.�...,,, , It� i � <br /> E BOT(OM OF TNE PRECAST &ISE '``'�J ` � ' �(' RE-L � 18" 4 i ` - s.� �';._..M��'��s ��� <br /> BEqN THIGKENfD fDG'E '' ° ' ..� <br /> � �" ,-~� � ��;.:.�-.�:.,._.., _..:,:�.mm_ , , ; _._....___._......__.._._.__._._.___.___._._._ __.._ 't '',, <br /> SECTlON MAY BE ROUNDED. 2'7!4'7(8" SOUD BR1CK USED ` ° "`�:� �.. ���m �"`��..,. ; 3 <br /> � ° : <br /> � d� � <br /> YARD BASyN - - �ff,�. ;�:...,� ,...,;�; w�;.:,�. ! ;� `; <br /> � �-�.., 's '�. NOTE: <br /> 6 LFN4'R� ;:.Po ° `i <br /> 4. PRECAST BASES SHALL BE FURNISNED FOR �'INAL ADJUSTMENT TO ` ��;a "~��,�,�:„,�. ; A` , -.�. '"�;.,.. ,, ° <br /> �� � ` `����"`�`� 4" PVC PIPE <br /> 2 G 4'x 4" IEE CANNECTIbW � 4. ��'`-w ����'d ; `� """r�� ��.�� .� � ""'°t� 4=, �: �� ��+ �� ` t f 3 15" CORE-DRILL HOLES <br /> W1TH CUTOUTS OR KNOCKOUTS. KNOCKOUTS GRADF 6" NIGH MAX. � �'"; �,.,,:. � � � � � . _"� GROUT PIPE TO BASIN <br /> € � �-.�� _ � � , � <br /> f � � a+ f , ., � �� �� l v�: ��v�`����7�� � �� <br /> SNAtL HAVE A WAtI THICKNESS OF 2" � � Et;- � , `�...�,�,.�-�-� �� �y ; FOR YARD BASINS <br /> MINIMUM. � - - � ,� _ `� � . � �.�, ,. g� �, 1 �i��'",���,�� <br /> ,� CATCH BASYN TYPE 1 ; �� � ,o , �� f ; _;, � €,, �� � � . s <br /> �; � � � WITH MULTIPLE <br /> � � .,., � I Z � � , 1��`� � t '�€i f� , �s i ;� 's = . } <br /> 5. KNOCKOUTS MAY BE ON ALL 4 SIflES �� yQ� �%"� � cr � o �� �� E _ -r. � �� � ;� �� �` a4 � <br /> "C SITE T$M -o�� �:...,�� �18'�YARDBASIN € 4 : s � �� � � � � �� CONNECTIONS <br /> WlTH MAXtMUM DIAMETER OF 20". � 1� _ �� � � <br /> f � � ���� � � � e <br /> � � ' c� � Js" E COYi►NECT RD �fl}i - f� �t ! ,�"`} i � � � ; <br /> KNOCKOUTS MAY BE EITNER ROUND OR D" �a � � TOP OF ECOLOGY BLOCK WALL-209.0 ,�,, r <br /> �% � ' , � Y.B. � '; `�-. TO YARO BASIN � �� � �� ������ � � C�IMCREIEE RETi�INiNG WALLS ; �� E. � '� �,, <br /> SHAPED. PlPE TO BE 1NSTALLED fN FACTORY 'L {9 SIRUCNRAL DESYQN BY OIHER� z � 6" MIN. CONCRETE BOTTOM <br /> � � � t � �. <br /> SUPPLIED KNOCKOUTS. ��`�a „ �� ;-, �� we� � � --�� � • � <br /> _ f ' � � •. 4 4 �y � �4 � <br /> �3 a`_ � � ��2�� g p/� ���� i �jk �� �€� � ✓i s, � , r . __. .... <br /> .. ; <br /> .�.,M. � �.S � �-�r' � ... —��� �% ,, t����,��'F��6 , d �7y ��" �� �� tt,^,"",,,,,, ✓""' <br /> .' +` �"A � 'i ��;''� <br /> 6. KNOCKOUT OR CUTOUT HOtE SIZE !S �.'� '� <br /> � � <br /> 6" (�R 12` CONCRETE RfSER ��3:������ ��t�l_��Y ���1��, `�C.%.t_ _.�_.�.�. �--- i � '� >'�''�'� �..�,x �� � '� � �:r,f� </ �'., �, ` / ` `�: �'°�, <br /> � ,��.. i �� ... T ui,:,y&:� 1 i `. � ;�., ry <br /> EQUAL TO PIPE OUTER DIAMETER PLUS � , � f � � ,° � � � ,45 Y <br /> tj 'a <br /> CONCRE7F INLET WALL TNICKNESS. � <br /> sEc;ioN c�,ass 4000 �. '�3 � � � `�' '�, �s, �'� °����� ����������~� �� � � � `` � � ��` ARD BASIN 4 <br /> }��� "�S CON;;RETE `�Q;. ;y � � � �x, l;,� �3,k� �� r' �• ;� ; �� f °�r� `'' , �'t `� <br /> , t,,4 , ` ' = �,�.. -�:�����y��,.� ��;�fi,. �; 1� �� / _, ,� `',.., '4. �`3 � N. T.S. <br /> 7. THE TAPER ON THE SIDES OF THE �, ' ��� ���t � <br /> I � v' 3 F <br /> � �� ,�� �'����, � �v�a� 1rj /� r� � �'� '°, ` <br /> f <br /> PRECAST BASE SECTIOM AND RISER SECT/ON g�� a � � � `� Q �9'° - <br /> � <br /> � 2 3 cava��N�r#� e �� � � Ya �9�..M` <br /> SNALL NOT EXCEED 1/2' PER Ff. �)' $ �-, ; � �� , �� ' ��4 � , ��' b . <br /> --e ,_... <br /> 'r TMi� f � -�. _m______, w.__. � � <br /> Y/�� `o — — '. � ; cP�{�'`�t ��� ��� . �`' � , <br /> 8. CONCRETE INLET FR4ME AIYD GRAFE �� � ��i� �f� ��� '� . ��'?�. � , �t ��, � � , , , <br /> � �� � �� . .F, �.,- �'t �`i `, ;; <br /> SHALL BE IN ACCORDANCE WlTH THE WSDOT 22 C� ,. � , � " :, ��;ti `: ;; ��� � , f �' <br /> s'�v� 6q�n- �p 5 q /fl�a � <br /> � APWA SPECIFICATlONS AND MEET THE �Z� /� ��`� j : '��, 8t11f� =--�._,. 6,��P' �,, ".�-� , �'� <br /> �... •!' 4/+, '.,, F� x4 �f`. YSY ,. ,,, 4�'..� ,1��, 4 4 i �i ��$ ' ' ;'�k ��F �� `'z.,4 ....a��� <br /> I� ��� _ � � ,,.��� � �. <br /> STRfNGTN REQUIRfMENTS OF FEDfRAL 3r ��� ��� �Q ��� �, <br /> � `� � -�' ` <br /> A ! ��3 � ,� �: l 1 } °,t k; �4 %, { �: <br /> SPEClF1CATION RR-F-621D. MATING t} � "'�m�'���tl ""`���`"� � � <br /> `}�t i <br /> Gt /`} �,Yt �s <br /> SURFACES SHALL BE FINfSHED TO ASSURE �-.Z I �` ��' 4 ,��� ,, <br /> NON-ROCKING FlT. PRECiIST B�4SE SECTtON �I � �t� _ <br /> ;+ L,,��,' ':,, 4t,, Y.�x, �r 4; ; ';, ;s� �`',, <br /> . (MEASUREMENT AT THE TOP OF � ! / `°� � '�.. ",� _. `�°, 3'� ` '4 � ; � � <br /> 9. FRAME AND GR,4TE MAY 8E `'� 20 :;'r' ASPHALT � / �� q 'q � '� �'� ' <br /> r' E � � / 54 l, ' E�'+ $ fl � }, � � � t t , �:'} i <br /> � INSTALLED WITH FLANGE DOWN OR CAST 'a; '.• a TFfE t�15'E) _ TFIICKENED EDG� � �.� � > ',, ' , � �.`�, § ' � j z � ; ',� , } �, � <br /> INTO RISER. '" i: ��+ s ; a l �. �,�',�, °, �yyi } 4 i s ' � �� 5°� a 4 g� ': � �'., <br /> 'i�. V � � � �`* f; �4 °!`+ 4 1 € ` s � � 's � ; t <br /> SEE TEXT SECTION 5-06 ''' ` �i `� , �:, '�,w,. i 3'� � � € � �, t � � `£ � ;``� °',, <br /> / APWA P `�:� 17" ,� ' : r;° � � , � �' j ; �' � � t <br /> WSDOT LAN t-A :�:;r• � �"', (� '�,�° ` ' ``; ��s ` ` r F � ;4 =: '`,4 . � �'� <br /> �C:i .;s:.i' �4; "J, '�,j 71 ; g� I +l . � } � £ 3 ! Y° , i ^�.�.,P-�^",,,.,,,,_,,. � J J 43 tl , x 5 , <br /> •'i�$: i. y:'' �iy � rt' ' # i f { t ¢ � �*„ <br /> . <br /> � .. <br /> . ... <br /> . ,, :... �_ �;, � g• 4 � , 1 <br /> : <br /> ,:... . } <br /> ,.•.� , ' ` `fl � <br /> ; <br /> ,� ...:,,<< - , �� YARD BAS/N � �f � q ; 4 <br /> �.,� c,� ; � 1�z } { ; . ,t �`, '� `� <br /> �� � � J CANNECT RD �fD _ ��8� � ; , � � . , � � <br /> 4 MIN 30 � �v ; 'a, � � ; <br /> " � € i��` � � f TO YARD B � p `� , � � � �t � ���'� <br /> � x �M p ' l � ,�� � � � � ,� � ,1 � j , �{ i '?� `; � . <br /> � < . � � l�l r��������' %� '� � � 1 € , s � � ' �� <br /> C Scale 1" = 30' �I . � � � ���;���`�_ _ __- � � r £ ; � �{ _; `a i'� �' �`. <br /> . A TCH BA SI N T YPE � 6 � ,����� � � �'� ; i` < � � � , 'a � ���°'� � . <br /> y�l �� � �'� � ' �1 aEt F� f £ < "TM+_.. � _„.-..'^^''� � � �9� '� �� '� ���� 5'� <br /> � N. T.S. — 2 � 'w, � � � ; � � _.....,we. g ,, �� � t <br /> f ;� , <br /> 3 cawc�tt�inrt�r � � :� t 1 f ° � � r� � � �� � �'�� � �- <br /> � <br /> — _ � ; �ti �� � � � � �� � '�� . '; _; �E °� 'i �'e <br /> f � '�', �€ � � � � � � � � ��, � � �� °�, � `"� ',,� <br /> \ � 1/ � 4 i' r ¢ � 5 i F '; ;; �4. �� b4 A , t� � <br /> f � <br /> 1 r � �� �� ��� � � � � ` ' � � ��� � . � � � � , <br /> _ n�x.w�rvEn m� ` � � � � ���. ��. <br /> �,/� § � � .�..;.,.,, �.�.�' �, `��,,,.� '�'�.a, �'' .,'�, �,�� ����, , '°� <br /> � � � `s � � , , , ��, '`'�a <br /> � ]' k;i ,w".�''` � 3 � �t i �� �°s � ,`� �°�� �� �'�' �' <br /> � � ;� '`� <br /> INSTALL CHAIN LINK FENCE � ��� .,�~'"`� � � � � � °t`��?t� t����l�f �� �'�, � ��`e,e. ,..r ,w�`` v,`�. ��.� ',�� "`�,� �'�.., �, �,� <br /> '� �,., '.,.,� ,, h <br /> ���^� � �4 j �--'�- � . . ��`'`�.^� y `0.,,. <br /> AS GUARD RAIL. 3.5'-4 HIGH PROVIDE SWALE, WITH 4" PEF:F PVC. � t <br /> ,�.�� �:� ; � �,� » �,, '""��.,. �, � <br /> GRADE TO DRAIN TO APPROVED SYSTEM. MAX EL=209.5 ���g - � � � z � � ` <br /> 6" OF WASHED GRAVEL 1-1/2" - 3" a�E � <br /> f ` � �`,�, � <br /> � . '``'`.,. <br /> EXISTING ECOLOGY BLOCK WALL OVER 20 MIL VISQUEEN , 4 <br /> � DESIGN BY OTHERS `� ' . <br /> ,� � ASPHALT DRIVEWAY ' ` x . �` '� <br /> �W �j� : ;' ; ��'�' <br /> _ _:... . ,��:. �, .. ..: .. ..,. ..��_...��: , ., <br /> � TOP OF WALL EL=209 _W u. � �,�-°4 // \\�/�\ j/ /� ' '� t � ` '°° `'`' , <br /> ` .r,_�� 8'�9,����' �" / \ ���\\�� \\ �\\ \\� n.f,a �' '", _ ��f":'� ,,�� ��`�,, .. <br /> /s's� r //\\\ � .�\ \/ \/ \ e�`"F r�' � ��N, ` 3,�, �, � �%s � �✓ �;. `�o `,�� �< r, .r, <br /> � �✓�����'.`�° �� �� j��� � ���������� �' r,.� ;';a �,,. 6a ���6 �., «� , �,e. :��� %�� � <br /> � � � * <br /> �,���' . \��' � ,��\ � �,, <br /> .,� �A. <br /> ( ;�, <br /> f <br /> I �f����,�'h ;'/�\\ ����5Q\ <br /> �� ( ��,���° �\j� ��,���GJ�,1` <br /> { ��'�°�����. ✓�\\ ��'/���� <br /> � � ��� �— : �8» <br /> ' ������� � . �\/� �jP�OPO <br /> � �������� � , 3,�\� � °F s" � � DRAINAGE NO�z <br /> , <br /> � � �\\ � 1. ALL 6" AND 8" PVC PIPE SNALI. BE INSTALtED WITH A 19; MINIMUM SLOPE A <br /> �'� ,�'� � � *THE 45' IS A GENERALLY ACCEPTED ANGLE OF <br /> �°'"������<_ ��f j� � LOAD TRANSFER THROUGH SOIL, IN THE ABSENCE ND 2' MINfMUM COVER. <br /> ���' ���-� ���'�,�,�� � � i <br /> `'����`��� '-� �� NGIN ERFIC SOIL ANALYSIS FROM A GEOTECHNICAL ASPHAL T THICKENED EDGE 2• ALL CONCRETE INLETS SHALL BE PLACED, AND INSTALLED W1TH RISERS, SUCN 1NAT A 6" MINIMUM SUMP <br /> € �' ,�°,�s :; <br /> ; ,�����. �/ � IS ACHIEVED. <br /> ' ��,��� � N. T.S. _ <br /> E �������"� , ���/\ <br /> ! ������� ��� �\\/\ <br /> .... � ����✓ �� �/ .; ,...,� /\\ <br /> lTE ADDRESS <br /> ; �,��;��� - SECTION "A—A " <br /> 4839 GLENNWOOD AVE <br /> 3 r <br /> � <br /> � £������� i/� EVERETT, WA <br /> � � �� �,,�,,� ��� ECOLOGY BLOCK WALL/DRII/EWA Y �'v # DESChPTION <br /> DATE �� � ��„� <br /> ,���` t ���,�,���£ -�i�\ I N TERFA CE SEC TION DE TAIL <br /> ' ���'� ������� PREPARED BY.� RDAD, DRAINA GE & KEYSTQNE WALL <br /> �.,�� ` �, <br /> � �a��� �, <br /> � �� <br /> , � : �'` �\�� . �� � � <br /> ` \� : ,� 2 ,�-���°� $� ������� �� <br /> ����". �"�� . '��`.e z�,��'���V� .3 �,� ���."� � rr ,' �s�r3, �� <br /> �\\��������������� 4 �,��� � �:� � � � ����� DONNA L. BRESKE, P.E. <br /> �'OR <br /> —�\��� � �,,, .� 6621 �'OSTER SLO UGH RD. � <br /> � �o�� NOTE: ����:�� � �,��;�� �,������� ,� sNOHOMrsx, Wa 98290 VLAD CONSTRUCTION <br /> �� � ���. e � <br /> � ���� �3����° ��°, u � PHONE: (425) 334—998D TAX ID: PFN: <br /> THE CONTRACTOR SHALL BE RESPONS/BLE FOR VERIFI7NG 1NE LOCA7lON, DIAIENSION AND DEPIH OF ALL EXISAN6 UAL/AES WHETHER ���,.,�'�{����� <br /> SHOWN ON THESE PLANS OR NOT, BY POTNOUM6 THE UTiLIlIES AND SURVEYING 7HE HORIZANTAL AN� VERnCAL LOCAAONS PR/OR TO '�� ��� ��` <br /> "�� �"� "' � F1�: (425) 334— 738 0 DEVELOPER: Vlod Construction, 19022 22nd Ave. NW, Arlington, WA 98223, Anna: 425-501-0196, 425-501-0191 <br /> CONSTRUCAON. 7}�lIS SHALL /NCLUDE CALUNG UALITY LOCA1�AT 1-800-424-5555 AND THEN POTHOLIN6 AL! OF THE EXISTING �-' O <br /> U7ILIAES AT 1HEIR LOCATIONS OF NEW UALIT'CROSSINGS T(J PHYSICALLY VER/FY WHEIHER OR NOT CONFUCTS EXIST. LOCA710N Of W � � <br /> SAID UT)LIAES AS SHOWN OlV 1HESE PtANS IRE BASED UPAN THE UNVERIFlED PUBLIC INFORMA110N AND ARE SUB�CT TO �ARIAiION. �.���'����� � ,� ����� � SCALE: 1"= 30' <br /> �� ISSUE DATE: 1-18-07 SHT N0. 1 OF 1 <br />