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<br /> . SECTION 19 , TO�/VNSH I F' 28N , RANG � 5E �N . M . Z o
<br /> � ,
<br /> , o II 4' PED. PATH � w �
<br /> �= ( '�, a. � w
<br /> �
<br /> � CB #7, TYPE I � � � �I 25' DRIVE AISLE U Q � �
<br /> W/ SOLID LID � � SSMH #4 , � W �
<br /> � STA 30+00.2, 0.0'LT � + STA 32+51.9, 5.0'LT ' w > � ;
<br /> � RIM = ��- 484.23 AB z � '
<br /> � o RIM=�S-�--6G 480.90 AB � �
<br /> IE OUT = �8- 480.09 A8 � Q � - � IE IN (N) = 473.66 AB = 2_�_� �=_2� � � o
<br /> � >
<br /> SSMH #5 � � W a - � IE IN (S) = 473.59 AB , , � , , w ; �
<br /> . . . . . . . . . . . . .STP� •30-+-28.�4; 5:0'��. . . . .Q. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . � �. .IE_OUT.CE).=. 473.49, AB. . ... . . . . . . . . . . . ., , �
<br /> RIM=��: 483.11 AB � ( : : : ~ N ' : ' 4" WHITE W �- �
<br /> IE OUT=�� 475.73 AB ' : . z � � �SMH #8 . , '' STRIPE Q � � �
<br /> . ' ' w Q STA 32+95.8, 5.Q LT ! STANDARD DRIVE AISLE SECTION � � � -
<br /> � � ' ~ RIM=#8�-r�- 481.60 AB �' » � �
<br /> , \ � � � - �� _ _�.�� . _ : � � fE OUT-�-5-�:474.20 AB 3 COPAP DEPTH CLASS B ASPHALT � a a a a a a a
<br /> � _ . . � . � _` . o : . . 4" CSTC
<br /> - \ v : : � : I \ � � : � . .75� � Q 6" CSBC ,� �
<br /> � : : : �. • /� „� _ _._ - - - - - - � c _��`�� ��
<br /> � � � � � � ' � �� � - � � � INTERNAL ROAD SECTION � ������ ��� �'Z` ���
<br /> . . . . � . � � . N I v :,ot;,�_�` •. `� -�,�`
<br /> . . . . - _ _ , � '' � . I � IV. I .J. :i` ''' � �z: ,�
<br /> 12„ PVC AB ; * = INVERT ELEVATION COULD NOT BE DETERMINED IN THE : : I > � ;���,�. 4:� N� �
<br /> �' ��: o
<br /> 78 LF ��--�'� • FIELD AND DISTANC� BETWEEN RIM AND INVERT HA•S BEEN • y ��•16 r-';���•:,�
<br /> ' {�- : �ETERMINED FROM THE MANUFACTURES STANDARD :DRAWINGS. : � .`S ` �'-� �
<br /> . . . . . . . . . S �� .ft ft, AB. . . . . . . . . . . . . . ' . . . . . . . . ' ' . . . . . . . . . . . . ' VARIES 8'-1 6' `'�So� ',�o�;;w ,
<br /> . 5 . . . . . . . . .
<br /> .003 ... . . . . . . . . . . . . . . . . . . . . . . . . . I'� .�.
<br /> . . . . p . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . ... . . . . . ... �
<br /> 480 � � � w
<br /> . . . . . oll
<br /> . . . �, � �
<br /> � . . . . q
<br /> : CB 6 PERK :FILTER : ' S = ' ��I� 40 2� (MIN.) ''• ^
<br /> ; ; W/ CAST IRON GRATE ; : , HORIZONTAL SCALE I , , -------""
<br /> ' "� � � �'
<br /> � • • SINGLE 12" CART. • • . '
<br /> • • STA 20+00.0; 0.0'LT (ROAD 'B') • ; CB 8, PERK FILTER ' �'
<br /> � . . RIM = �3--£��-483.61 A8 � � W/ CAST IRON GRATE � '
<br /> � . ' ' IE OUT = -�$�� 480.36 AB * . . , '
<br /> STANDARD DRIVEWAY SECTION � �^
<br /> : � • : : FOUR 12" CART. : CB 9, TYPE I � 1 1/2" COMP DEPTH CLASS B ASPHA�T V J
<br /> • • • • STA 40+00.0, 11.1 RT ' W SOLID LID I
<br /> . . � . . RIM = -4$z''-.8-�- 482.06 AB : ' � , � 1 1/2" CSTC J �
<br /> ��o o� . : STA 33+22.4, 0.0 LT � � �
<br /> : ; • , 224 �F g�� p�� : IE OUT = �� 478.81 AB : • RIM = "."-�.�- 482.28 AB '� 6 ' CSBC
<br /> -� t A : . I E OU T = ��r 478.56 AB I'I � �
<br /> � : ; : o;oos� ft DRIVEWAY SECTION �-j-
<br /> cv 4 LF g>, P V C I W
<br /> , N N N N O 4 O � N.T.S. � O
<br /> `- � d- � � d. O � N � � d' � � I� �
<br /> � d- � r'j � r� � N NN N S ft AB N N I
<br /> °� � CO o� °� o� � � � o� � o0 0.0123 ft� � c�i � �i ,
<br /> � � � � � � � � � � � � � � � � � L�
<br /> ' NOTE:
<br /> ' ALL PERK FILTER CATCH BASINS TO BE
<br /> � 30+00 31+00 32+00 33+00 ' INSTALLED WITH CAST IRON GRATES PER
<br /> ROAD 'D' CENTERLINE PROFILE NOTE 2 oN DETAILS BELOV�I.
<br /> 11.j c- o 00
<br /> , � CARTRIDGE TREATMENT TREATMENT r- CARTRIDGE TREATMENT TOTAL FLOW CARTRIDGE TREATMENT TOTAL FLOW � N � �
<br /> O ■ SIZE FLOW RATE FLOW RATE O � � N 00 � �
<br /> . SIZE FLOW RATE CAPACITY '� �� � Washington SIZE FLOW RATE CAPAC�TY Q
<br /> � GPM/CFS GPM/CFS � o
<br /> � ash�ngton � Wash�ngton GPM/CFS CFS p GPM I CFS CFS � � � Q � �
<br /> 12.00" 27.2/0.061 1.4 !-- �. �
<br /> � 18.00" q0.810.Q91 1.5 ¢ G U L D� 12.00" 6.8/0.015 1.3 Q GULD* 12.00" 13,6/0.030 1.3 �jj � � N
<br /> m G UL D* STACKED 12.00"+12.00" 54.4/0.121 1.5 �' \ 1 8.0 0" 2 0.4/0.0 4 5 1.4 � � �
<br /> .�.; • ..� . � ,
<br /> 18.00" 10,2!0.023 1.3 � "J
<br /> STACKED 12.00"+12.00" 27.2(D,0,61 1.4
<br /> S7ACKED 12,00"+�I2,00" 13.6/0.030 1.4 U STACKED 18.00"+12.00" 34/0.076 1.4 ' LL F- � �
<br /> W E-
<br /> C� STACKED 18.00"+12,00" 68/U.152 1.6 � U , � I � N N
<br /> , U U STACKED 18.00"+12.00" 17/0.038 1.4 ` U ' 2X TRAFFIC RATED Y � '''' `'"
<br /> ^' } � CHECKER PLATE COVER. , W
<br /> LL , LL TRAFFIC RATED ; ' I � I U
<br /> n. � n.. CHECKER PLATE COVER. �
<br /> ` FLOATABLES WEIR.--�--- ; }� 0- I FLOATABLES WEIR. {-� �1� II
<br /> FLOATABLES WEIR. �
<br /> 4X TRAFFIC R,4TED �'' ,� � I -` , ,
<br /> CHECKER PLATE COVER.� PRIMARY BYPASS BETWEEN I �I', ,;-�f' PRIMARY BYPA55 BETWEEN I 0. f PRIMARY BYPASS BETWEEN I {�� O W
<br /> FLOW THRU TUBES. � TRAFFIC RATED FLOW THRU TUBES. �' I � { �
<br /> ,,r'` � INLET GRATE.� �jo� �' ; , FLOW THRU TUBES. 1 � �
<br /> � WTO FlLT RH CH MUBEER. , f 0�����0��00 \ _ >> � � `
<br /> ���������0000������ F�aW THRU TUBES ', ��� I TRAFF(C RATED �` FLOW THRU TUBES � �' N
<br /> . CARTRIDGEFILTER�" pERFORATED DRAIN-DOWN `\` ,+. ' 0��0�0����0���� INTO FILTER CNAMBER. ,` ; , ,,.i i INLEf GRATE.� ������0 INTO FILTER CHAMBER, -, , N .
<br /> FEED-THRU. 2X FLOW 0� � / I 0����O���p0�O0�� �\ �� �
<br /> THRU TUBES. FILTERED DRAIN-DOWN. � � O�OG� 0�� 2X PERK FlLTER'" � � � �
<br /> PERFORqTEO DftAIN-DOWN � oo� o� PERFORATED DRAIN-DOWN �
<br /> � TRAFFlC RATED SEE DEfA(L A, PERK FIISER'" 2X FLOW , �DO��0� CARTRIDGE.
<br /> INLEf GRATE� �o�oo �� r� J ; � DETAIL A CARTRIDGE. THRU TUBES. I FILTERED DRAIN-DOWN. O FEED-THRU. THRU TUBES.
<br /> FEED-THRU. O� 2X FLOW
<br /> � - p� p0 p � � INLET/ BYPASS ASSEMBIY PIoGq�d�tPlUs'" I � . �
<br /> ���o���ooa�o.�.��o�, �' � ouTLET, sEE eE�ow � NOTE 4 e ofzvtv-oowN scrv.e: 2x PRE-FILTEft. SE� DETAIL A,
<br /> � � ��oo��o� _ FOR �ocnTioN�oPnoNs � sPecs. � � ��� DETAILA I � '`� � � � Z � � � �
<br /> ���� ! FloGard +Plus'" _ �� DETAIL A � �
<br /> TOP SLAB. • � WLET / BYPASS ASSEMBLY i PRE-FILTER. OUTLEf, SEE BELOW & NOTE 4 INLET / BYPAss A55EMBLY �
<br /> .r. & DRAIN-DOWN SCALE: 2X , ^�� FOR LOCATioN oPTiONS & sPECS, ac DRAIN-DOWN SCALE: 2X W
<br /> FloGard�+Plus'" ,h�t` '''x� ' OUTLET, SEE BELOW & NOTE 4 �I TOP SLAB. 's W
<br /> PRE-FILTER. �� � � �� ,s � "=.l FOR LOCAT(ON OPTIONS & SPECS. � ������� MII�IMUM DEPTHS (SEENOTES) Z
<br /> .,' T`� .� . INLET� SEE BELOW- , I �,:.� � ��
<br /> ;-v- MINIMUM DEPTHS �sEE NorE a� & NOTE 4 FOR � '�-''� CARTRIDGE Q 6.0" �J 8.0" fd 1U.0" fd 12.0" /�
<br /> LOCATION OPTIONS INLEt, SEE BELOW
<br /> TOP-- 4��� G CARTRIDGE fr7 0".0" �S.0" �3 10.0" OJ 12.0" & SPECS. & NOTE 4 FOR SIZE OUTLET PIPE OUTLET PIPE OUTLET PIPE OUTLET P1PE V
<br /> .
<br /> S�g' ' ?y�.' '-� ' . '.`'�� SIZE OUTLETPIPE OUTLETPIPE Ot1TlETPIPE OUTLETPIPE �° ; MINIMUM DEPTHS �sEENOTEa� LOCATION OP710NS
<br /> _ ,.,. :
<br /> a
<br /> . . . A , (IN WCHES) (IN INCHES) (IN INCHES) (IN INCHES) CARTRIDGE Cn 6,0" G�1 SA° �'I O.O" �3"I2.0" & SPECS. ,� . (IN WCHES) (IN INCHES) (IN INCHES) (IN INCNES) o
<br /> 12.00" 33 35 37 39 �� � SIZE OU7LET PIPE OUTLET PIPE OUTLET PIPE OUTLET PIPE II � ` 2X CONCREfE 12.00" 33 35 37 39 W
<br /> BASE. FLOOR.
<br /> � . OUTLE� GALLERY. (IN INCHES) (IN INCHES) pN WCHES) QN INCHES) i 18.00" 40 42 44 46
<br /> 18.00" 40 42 44 46 2X CONCRETE � BASE.--- ,
<br /> BASE. 2X CONCRETE FLOOR. STACKED 12.00"+12.00" 50 52 54 56 FLOOR. 12,00" 33 35 37 39 '� OUTLET STACKED 12.00"+12.00' 50 52 54 56
<br /> 18.00" 40 42 44 46 GALLERY. STACKED 18.00"+12,00" 57 59 61 63
<br /> � STACKED 18.00"+�Z,00" 57 59 61 63 OUTLET ' �
<br /> Fl�TERED DRAIN-DOwN. GA�LERY. STACKED 12.00"+12.00" 50 52 54 56 '
<br /> SEE DEfAIL A. NOfeS: I
<br /> ' �t TRAFFIC RATED r /�OUTLETS, BELOW. , S7AGKED 18.00"+12,00° 57 59 61 63 � �
<br /> f_ / SEE NOTE 4. �, Structure shall be t P ,� TRNLE�IC �TTD TRAFFiC RATED 2X TRAFFIC RATED oUTLETs
<br /> Notes: WLEi, SEE BELOW 8c NOTE 4 ("��� INLET CftATE. �'�:3 pre-cast concrefe 4,000 si min , Notes; CHECKER PLATE COVER.
<br /> FOR LOCAPoN OPTIONS & SPECS. �- re�nforced wtth welded wire mesh(4x4-6-6).Special j � '� �12" MAXIMllM.
<br /> ' 1. Structure shall be pre-cast concrete 3.00' j36.00" , �e i relnforang may be speclfied. r" '�c_: CHECKER PLATE 1. Structure shall be re-cast concrete 4,000 si min, TRAFFIC RATED � i � SEE NOTE 4. � �
<br /> (4,000 psi min),reinforced with welded wire mesh ] �' r ' ' ' ' F" 1 I P � P � INLEt GRATE. � �_.� ��.�,: _
<br /> A --�; ;,i o , ' ' I � i �A �� COVER. , I re(nforced with welded wire mesh(4x4-6-6).Spec(al �
<br /> � (4x4-6-6).Special reinforcing may be specified. �--r� �>>, � � - ' ----- -----
<br /> . o; ; ; ', ; 2. Catch basin/filter system shall be supplied with traffic rated 3.o0' o i ,T ; I reinforcing may be specified. + � � �
<br /> ; ' � '� H20 bic cle- roof rates and checker late cover,Cast iron [36.00"] oi � i 2•o0' -o�� T ---- �---,
<br /> � ) Y P 9 P ��' � � �� � � � �'� � �.,�,� � � �
<br /> • 2. Catch basln/fllter system shall be supplied with _t rates andior covers are available u on re uest. A "`�., i�^;; �i � I i- � _-,. A �24'���� 2. Catch basinlfilter s ystem shall be su p plied with traftic 3�o� :;,�, o� , ; � �� - �'�� m � „
<br /> �•��� g P q `-' ' � �' �� ' � i ��-�R rated(H20)blcycle-proof grates and checker plate cover. [36,00"] q '-'�,, �F;, �i ; ,- , �� F' �, q [24.00"] � � �
<br /> � traffic rated(H20)bicycle-proof grates and checker plate cover, �_,�.: i..,�y ��'��� oi ; � i� � OPENING �� '"'`' t;1'�, oi , ; i � CLEAR � '- �-- (/} u>
<br /> Cast iron grates andlor covers are available upon request. t��-INtETs peOVE, } �24•���7 - i , , i i Cast(ron grates and/or covars are available upon request. �i � � i i� -
<br /> OUT1.EfS BELOW. CIEAR 2.00' 3. All exposed steel components shall have a hot dipped �.- � 1 � __.___..� �__ �, ;i L ` ,L __� OPENING � S Q N
<br /> SEE NOTE 4. OPENINGS (24,pp^� I _ fn �j
<br /> 3. All ex osed steel corn onents shall have a hot di ed 4X TRAFFlC R4TEd galvanized finish in accordance with AS7M A-123. � I �, I.l.J �
<br /> P P PP CHECKER PtATE COVER. ��� a,. .,�:: - OUTLEiS 3 Aalvan�izeddfinlshlin acpordance with ASTM A-123 ped � ' ' � W O � Z � 2
<br /> galvanized finish in accordance wlth ASTM A-123. oPENINGs ���• j
<br /> INLETS ABOVE, 012" MAXIMUM. 9 INLETS ABOVE,--� �-�-� �.�:J
<br /> 4. lnlet pipe(s)may enter device on three sides of the infet OUTLETS BE�OW, � 1 � sEE NOTe 4, � � W �
<br /> p'p O y SEE NOTE 4. OUTLETS BELOW. t j � ., O
<br /> , 4. Inlet i e s ma enter device on three sldes of the inlet chamber.Outlet pipe(s)may exit on al)four sides.All pipe is 4. Iniet i e s ma enter device on three sides of the inlet -2X PERK FILTER'" a...� �
<br /> chamber.Outlet i e s ma exit on all four sides.A11 i e is 4X PERK FILTER"' PERK FILTER�" CARTRIDGE, P P � ) Y SEE NOTE 4. �
<br /> CARTRIDGE, +-' I- �
<br /> P�P O Y P P � CARTRIDGE. � 'I2"maximum.For pipe sizes greater than f1� 12",contact chamber.Outlet pipe(s}may exit on all four sides.All plpe is � U Z �
<br /> FloGard +Plus'" SEE DETAIL A.
<br /> �12"maximum.For pipe sizes greater than�12°,contacf -4X CARTRIDGE CARTRIDGE 2X CARTRIDGE s,.,
<br /> PRE-FILTER. BYPASS PoftT. KriStar Enterprises for engineering assistance. �, N BYPASS PORT. ��2"maximum.For pipe sizes yreater than QS 12",contact FloGard�+Plus'" Q
<br /> KriStar Enterprlses for engineering assistance. FloGard +Plus' � BYPASS PORT, � � W U
<br /> SEE DETAIL A, � KriStar Enterprlses for engineering assistance. PRE-FILTER. �SEE DETAIL A. � � � � � �
<br /> PRE-FILTER.
<br /> � 5. Inlet chamber snail be suppiied with drain-down device, 5. Iniet chamber shall be supplied with drain-down device, - W � _ �
<br /> TOP- r designed to remove standing water between storm events. TOP .�• � 5. Iniet chamber shall be supplied with drain-down device, •, �
<br /> designed to remove standing water between storm events. MINIMUM TOP- " �- T � `�' � ~ �
<br /> h •., . .. .
<br /> SL48� ( 1 � �. S�B. � :� MINIMUM designed to remove standing water between storm evenis.
<br /> - I _._ _._ : DEPTH. , , ', � , S�AB. MINIMUM ��1� � �
<br /> 6. Perk-Filter catch basinlfilter device shali be supplied `. � � ', � c� - ; sEe 6. Perk-Filter catch basin/filter device shall be supplied with �� , ; � �' , �. � � �SE�' -,�� DEPTH. z �
<br /> � - TABULATION .I ��.� 6. Perk-Filter catch basin/fllter device shall be su lied , �' �
<br /> with FloGard PLUS pre-filter device,FloGard PWS & NOTe a. FloGard PLUS pre-fllter device. FfoGard PLUS and Perk-Filter '�-�� � �ra��s� TAeUTAT(ON I PP -'�'� ��.� „� �� SEE �+-' - Z .
<br /> ;� . , ,., `1' ` _ T '- , -filter device.FloGard PLUS � � � -
<br /> and Perk-Fflter cartrid e shali be malntalned In - _§,.:: .. cartrid e shall be maintained in accordance with manufacturer 2x coNCREiE & NOTE a. with FloGard PL.US pre � .u.m�� l"ABULATION O f"
<br /> g � '� � t - g FLooR. and Perk-Filter cartridge shall be maintained in ` ���,:";� �
<br /> ,,. .. _.F� .:._..:.,.: .
<br /> accordance with manufacturer recommendations. t- ! . . : � � recommendations. �. � - � & 8. U N `
<br /> • ,.. . _ I accor ance wi manu ac urer recommen a rons.
<br /> NOTE (�I � �
<br /> BASE. f. : ...,, ;..: �..�.;,.: . ;: . : .- d th f t d t _ �
<br /> s.00' � ..:/,:';1'. , % ,` � . • ,� , : °� I L� Q
<br /> 7. Perk-Filter catch basin/fiiter assembly may be supplied with 2x CONCREfE F�ooR. 4X TREATEo ouTLEi. � 7. Perk-Filter catch basin/filter assembly may be supplied with individual - -- ' � _ � ` _ ~ 1
<br /> .; , .
<br /> individual or multiple 18"or 12"hi h Perk-Filter cartridge.Filter ��" � s.00" 7. , Perk-Filter catch basin/filter assembly may be supplied�vitn -
<br /> 9 o` UT�S or muitiple 18"or 12"high Perk-Filter cartridge. Filter cartridge may BASE. individual or multiple 18"or 12"high Perk-Filter cartridge.Fiiter BASE.--- , �.;`. 6.00" O
<br /> cartridge may be stacked to accommodate higher flow rates. I �T ;
<br /> 14.00' [t s8.00"] �12" MAx. be stacked to accommodate higher flow rates. TREATEo oUTLEi. � cartridge may be stacked to accommodate higher flow rates. 2X TREATED O.UTLET. I �
<br /> SEE NOTE 4. OUTLEfS OPTIONAL I 2X CONCRE7E FLOOR.
<br /> 8. For depths less than specified minimum contact 15.00' [t80.00"] 5.00' [60.00"] ot2" MAXIMUM. OUTLETS
<br /> 8. For depths less than specified minimum contact KriStar SEE NOTE 4. 8. FOf Cl2 ths less than s ecified minimum contact s.00' 96.00" �t2" MAXIMUM.
<br /> KriStar Enterprises for engineering assisfance, P P � �
<br /> ' Enterprises for engineering asslstance. -6.00' [72.00"] Kr(Star Enterpr(ses for engineering assistance. 9.00' [108.00°� SEE NOTE 4.
<br /> � * Treatment Fiow Rates shown conform to SECTION A-A �, f'--
<br /> FOUR CARTRIDGE CONCREfE CATCH BASIN �t Treatment Flow Rates shown conform to PRo�.r,o. osN.ev:
<br /> Washington State GULD Specifications. (END GRATE CONFlGURATION) �t Treatment Ffow Rates shown conform to SECTlON A-A SECTION A-A
<br /> , Washington State GULD Specifications. SINGLE CARTRIDGE CONCREfE CATCH BASIN Washington State GULD Specifications. DOUBLE CARTRIDGE CONCRETE CATCH BASIN 13-0609 JMS I
<br /> (END GRATE CONFIGURATION) ,
<br /> TITLE � T� TITLE O TM TITLE i a O TM oATE:
<br /> � C�DG�ard Perk Filter KRISTAR KriStar Enterprises, Inc. �od3ard Perk Filter KRISTAR KriStar Enterprises, Inc. , �d�ard Perk Filter KR,S,-�.� KriStar Enterpr�ses, Inc, 6/12/13
<br /> CONCRETE CATCH BASIN 36U Sutton Place,Santa Rosa,CA 95407 Concrete Catch Basin ', CONCRETE CATCH BASIN S�A�E:
<br /> 360 Sutton Place, Santa Rosa,CA 95407 360 Sutton Place,Santa Rosa, CA 95407 „ ^ ,
<br /> WaSF1/17C`f.�Ol i StatG GULD Ph:800,579.8819, Fax:707.524.8186,,�,�.kr�scar.�om Washington State GULD Ph:800.579.8819, Fax:707.524.8186,�.kr�sta�.�om Washington State GULD Ph:800,579,8819, Fax:707.524.8186,www.kristar.com � - 20
<br /> - FOUR CARTRIDGE - (END GRATE CONFIGURATION) PF�CCB-WA-0006 RA 0108 JPR t�/is/t2 JPR 3/2/11 SHEEi 1 oF � - SINGLE CARTRIDGE - PF ccB-�nJA-0001 ftA 0108 JPR t1 15 1 JPR 3 2 �t SHEEi 1 oF i -DOUBLE CARTRIDGE- END GRATE CONFIGURATION PF ICCB-WA-0002 RA 0108 JPR it �5 �2 JPR 3 2 >> sHFET t oF t
<br /> , , , , , � � , , , , DRAWING N7 � o
<br /> OF
<br /> ,
<br /> . � . _ - ._ --. __.. ..._ _- . . __._ _. .- ... . . _ - __. ___ �';
<br />
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