|
CONSTRUCTION NOTES: �� �o � � T o � �' �o � . ��a YV o 1�0
<br /> MATCHLINE STA 31 +50 - SEE SHEET C5.8 , MATCHLINE STA 21 +50 - SEE SHEET C5.9
<br /> �1 CEMENT CONCRETE CURB AND GUTTER. . . .� . .
<br /> ° � _ . • � . 4
<br /> � . � � •
<br /> �2 BUS SHELTER CONCRETE PAD PER CITY OF EVERETf STANDARD - . . � .'
<br /> PLAN 906. I3 7�4 °
<br /> a .
<br /> � � a. ,.� . � 1 o a�l 81 w 82 ;� o
<br /> o �
<br /> �3 �CEMENT CONCREfE DRIVEWAY TYPE ,3 PER CITY OF EVERETT STANDARD : a �� . . . Q
<br /> PLAN 309. PROVIDE #4 REBAR 12 OC, EACH WAY. . � d- � ^ .
<br /> o. . .
<br /> , 6s , �. ' `v� � , �. ` � SCALE IN FEEf
<br /> ° k? c7'�
<br /> �4 TYPE A CURB RAMP PER CITY OF EVERETf STANDARD PLAN 310A. (5.0' � ° ` � 'n �
<br /> .- . . , �n „
<br /> RAM P WI DTH} . � �� a � a 20 0 2 0 4 0
<br /> . . :. .�
<br /> z � ; � a
<br /> �5 TYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 310B. (5.0' ,°.. � �� 79 Z 8Q ' � CALL 4S HO�R
<br /> RAMP WIDTH) ' 4 0 .� . ��°e��� � o : � � . S
<br /> °� � BE�ORE YOU DIG
<br /> 3RD STA 30+61 , 19' LT � � °� � ' a � � • ° .
<br /> �6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTTER. . � �
<br /> .�Q : : w 7'� . � °. �o , . a . . 1-800-424-5555
<br /> O7 MOUNTABLE CEMENT CONCREfE TRAFFIC CURB. � . .
<br /> . , � � , `.o _ 2ND STA 20+60, 20' LT 3 ' � .
<br /> O SURVEY MONUMENT PER CITY OF EVERETf STANDARD PLANS 312 AND 313. 3RD STA 30+53, 1 1 ' LT ..Q a � : , a ° ° 77 � 2ND STA 20+60, 20' RT
<br /> � NOT USED 3RD STA 30+34 . '� : 3RD STA 30+61, 19 RT .
<br /> �g G
<br /> �Y
<br /> 2ND STA 20+52, 12' LT � � � �d '�
<br /> 10 CEMENT CONCRETE CURB, TYPE E-1 . 3RD STA 30+22 C9 � 7,C7 . 3RD STA 30+53, 11 ' RT ° `� � � �.
<br /> � .a.� a W � 2ND �STA 20+52, 12' RT i�
<br /> 2ND STA 20+34 � � ` �ti
<br /> 1 1 R O U N D A B O U T T R U C K A P R O N I N N E R C E M E N T C O N C R E T E C U R B. 1 4 T H S T A 1 0 9+3 9.5 0, 1 2' L T a � -�P 14TH STA 109+90.50= ° . � 14TH STA 111+86 = U
<br /> 12 SPILL GUTTER PER DETAIL 5, SHEET C2.5. . `- -`• � � �� 5 3RD STA 3Q+00 8 �75. • Q '+ � 76 � w
<br /> 2ND STA 20+OQ E-.-
<br /> O $ 14TH STA 109+31 .50, 20' LT � -
<br /> C5.10 a 67 `68' CURVE J .�
<br /> 20.0' - 24.0' . . � - �. � 24.0 t�
<br /> N .
<br /> � CURVE K ' �
<br /> 14TH STA 108+10 LT & RT � ( Q � 14TH STA 11�2+22 12.(�' w
<br /> 14TH STA 106+90 14TH STA 108+00 10' ' CURVE H � � � CURVE I � 12.0' 2 �P o � . � � I . �
<br /> END CEMENT CQNCRETE � � � � � C5.1 A � � � �� W
<br /> SAWCUT, END TRANSITION EOP AT 17.0' LT d- SIDEWALK � a �n a ��. � � � �� ° � �
<br /> MATCN EXISTING PAVEMENT . �°4 � ��:- � ��o . . . . . . � � ` � � � �
<br /> �- 4 . . • ., . . . . 'Q 4• . q Q d . . . . •. ' . . . • � � � . D . . . . . 9 . . v . • _ , a . . .. �
<br /> • ' . . . 4 . 4• . . .. .� .� �. , _ . . , �.t�• Q Q d. �
<br /> � �n Q . a a . •D . . p .p . 4 , . v�
<br /> . d • . a v . Q . a �.�.. ._j.,
<br /> . . , � . . a a . ... . , . p . . . . .. • .
<br /> � • . . . . D :�a Q . .
<br /> . .. �
<br /> ,: �,: Q . .w :. .� . � .. 4 •. . . d , . • ��� 4 L} ' • . • - . . . • � . d . � - - � � � d • . . . . . �
<br /> . . . . . . . . . ��� ° W . . . �� . . . . . � . . , a _ . , . Q
<br /> � . . . . � . . � , .. :
<br /> . : .. . . � . . . . .
<br /> . � .
<br /> . . . . . . . . . . � . >� a o
<br /> .
<br /> . y . . . . . . � _ . . � > . a� . y . . . . � . . � . _.�`.
<br /> . . � �
<br /> : . . . � . . L �
<br /> e = . . . . W . � � , . . . . _ . . . . . � , . . . . . . _ . • . ,a' ... - - - a
<br /> � a . .. . '•' . . . . . . . . . . . . . . . .
<br /> • . . . W . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . .: . . . _ . . . . . . . . . . . ��:,-•••" . ..
<br /> . � .. . ... �..
<br /> o • . . ,Q• ...• ,:. ;.' .' . . . .
<br /> _ . . . . . . . . . . .
<br /> . . .•-•-•• -..•..-
<br /> .
<br /> .
<br /> ..... •.
<br /> . . . .
<br /> .�. ..��.
<br /> � . ,_•• 'i'
<br /> . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .
<br /> ..:•- •_
<br /> . .
<br /> �
<br /> . . . . . . ;. -
<br /> . . . . ,. .... .. ... ,..
<br /> .
<br /> .a
<br /> ' . .. .• . . . . . . . . :: . . . . . . . . . W . . . � . •
<br /> . .:� ..:.•� �.
<br /> . . • . . . . . . y . . . . . ......r_....�.,-.:,.�: :•, :...,:�
<br /> _. Q . . . . . . . . . . . . . . . . W . . � . . . . . . . .� . . . . . . .a .'o
<br /> ..
<br /> ' . . � o . . ._,,..-....>... .: .:. .... .. . . ..
<br /> ,.��:
<br /> a W . . .. . . . :
<br /> .:..
<br /> , . . . . � . . � , W � � . . r . . . . .. . ... . . .. . . . ... -
<br /> ,
<br /> . . .. .. .. .....,. .. :.'�.
<br /> .
<br /> ..
<br /> .. . . ..
<br /> .__ . ,... , ..: � .. . -
<br /> . .. . _ . .�._..: . . . . ..�:
<br /> .�.
<br /> :....� �� ;. M
<br /> .�
<br /> :�
<br /> .�
<br /> . ,.. .-� . ... . �
<br /> ..::%
<br /> �...
<br /> _ _ _ _......,. . . ..,.�.. ...�: . • ...�•. : •.•. ��., �--
<br /> , . ..�:..:- •�:> .
<br /> . .
<br /> ..�. . . .... . C.�
<br /> < ,. � ' . ` . _.
<br /> � . .., �:. .. . . .. . . •. .. .. . . .� ...•.•a. �. . v�..��. .. �;� .. .
<br /> �. . .�. .. -��� .. , :.��.; ..:. . :.. . . . .
<br /> , .��:. . .:: �:.: .. -. .:. �..... .. . : .�.��� '�. : ': : .. `: � •'t�.�.....: : "Y'..•'::.•• ' .'. :.....' . : �..' ' ....,�:. �
<br /> ... , ...� ' .: ... ,: .;� ';�: � . . :�.. �:.:.�-i:.r •'::.. �t..^? � •��� � .. . . ' Tr.�
<br /> ... _... . . .. '.� ( . . •. . � . .. .. J .. . ��. .. '. .=, � � �: �•.:, ' ^ �
<br /> ; , . .. .. . . . . . .._.... , . . ,. 89
<br /> .. .. . _ : . 88 0
<br /> 87 . . . . . ._. .
<br /> : 86 . . � . .
<br /> . 85 . . . .
<br /> 84 _ . . . . .
<br /> . 83 _ . . . . . . . .. .�.... . .
<br /> _ . .. . :. . .... . .�. .. , . . . . .. .. .. ....
<br /> . r� :. ... . ... ,.. -..... . ... . .. , . . .
<br /> � � � •
<br /> - . ��:...< . ,.:.: ..
<br /> .. .. . . .
<br /> . . :..... :. .......: ...... .:•,.,.:.,��_�..
<br /> .. . ..: • • . :.;::'•••;_•;..:::_,'-::: ;•.`; N
<br /> �. .•....�..••..•� _;.,...._.: ,-.._.._..• ..:• .: � :• ' . �. •:: ..:•.:. :
<br /> ' .:. :. ..... . ...... .. . .. . ......• . .... ., . . •,:, ,-
<br /> . � .._:. _., - Q
<br /> � . . . . . �. . .. . . _.. :...... . .. .. . . ,
<br /> - E . . . 1:13
<br /> 1 fi S � .
<br /> _ hi TF� T . . . . .. . _ �-� �- . . o
<br /> . � . .._._ . 2 ..aa . . . .
<br /> 11 QO . .
<br /> 0
<br /> 1 + . . _. _ .
<br /> � + o Q � . . ..... .... . . .. . .
<br /> �o�+oo �08+00 os oo � + . . .. . . ... . . ... . . . . . .
<br /> . . ... ...: ... ., ... . . . . . . .� . ,� � �. F--
<br /> .� , �: � � � ._�._._.L � �
<br /> _ _... � � . � . . . . .
<br /> -�- _ _ � _ . . .
<br /> _ � � � � �. �. . . .. .
<br /> _... ..... __.. � .__.. ,�.. . . ��-- .
<br /> � �: ____..� _ �-�--�--- . . . .. . .... . . ., _.. _... . . .. . .. .. ..
<br /> . _ , _ --►-�---�---- . . . . . . . _.._ . _ .. . . -
<br /> -----+----- . .. . . _ . . .
<br /> � �
<br /> ,
<br /> . . . . . .:...... _: .
<br /> , ..,
<br /> a .. .. .,_......., .�.. . . ..-.- � :.. � � . .:.. cn
<br /> . :.:_.,.... . . .. .. .. :. .�. .. ... . . -� _
<br /> : �� ���� �
<br /> r� . . . . . . . . .... . .....:�_ ._ ..� ,�_.�:: _,- : �... �
<br /> 0 1 E �
<br /> 88 0 1 .,
<br /> _ S .. . . . . . . ,. .... . . .. . .. .
<br /> ,
<br /> ... . . .. . .. . . . _, _ ._ .._..�. .. . . .: . ... ..
<br /> .. .. ...,. .. .. ... . . o
<br /> . . ...�. .... , . . . . . :. . . . . .
<br /> : . .. _.._ . .. ... . . ..
<br /> ... .. .. ... .
<br /> .. .. _ .. . ,. .. ..
<br /> . ' _ �-- . . : . _ . . . . ... .... . � r.. . _... .._.._ , •�
<br /> , ; .,. . . .:: . ... . . .. � . . . . . .. .. . {..v. - .
<br /> _
<br /> ... .. .. . ,
<br /> :.. . :.... . . � . :..... . .... . v:,,
<br /> ..,.,. .
<br /> .
<br /> . .... . ... .
<br /> . . : •� ' �.,.�
<br /> ".
<br /> !- ,,. . _..._ ....:. . , . . . _ .. . - . :.... • N
<br /> . . . , �.. � . . . L�`
<br /> : > . ., .,... . . ...•• : . _
<br /> . .. , .
<br /> . ...
<br /> .. ,,
<br /> . ..: . . . . .. . . .
<br /> . •.�.. � , .. :
<br /> .
<br /> , .. .. . .., _..._... •:..�.
<br /> . - •.,.
<br /> .., � . ... . . . r • .. ._ ..... _, .. : .. �. .; . . '
<br /> . .. . ._. . . .... . ... . _..... _•. . .. . . . ... :. :. :
<br /> . . �--
<br /> � . . J ,
<br /> ,. . . . • . .......- .,. • .. . •. • : . .
<br /> < . . . . . , �
<br /> ; ; �- ' ;, ; . �
<br /> , O . . . . . . . � .
<br /> _..,I
<br /> . . .....
<br /> . . � � . . . .
<br /> . � . . � . . . . . . . . . . ..... .
<br /> ..... .
<br /> � . . . . . . . ..... . .
<br /> ;m . . . . ., . _ . _ . . . . . . _ .
<br /> . . . . . . _ _ . . . _ . . . . . . . �a . . �
<br /> _,1 . . . . L� . . v �
<br /> . . . . � . � 2. � . . . . . � . . . � . . . .
<br /> ,, l �I �
<br /> . � . . . . . a
<br /> v
<br /> aY . . . . -
<br /> __ . � �i�-
<br /> C.� 'S ` a fL a ' . . •
<br /> .. . . . . .. .
<br /> .TYP � Q a . . . `y � . . . � . ° . t-�-
<br /> ��� � . ' � a '. a4 •' , a � '• ' � .' •� . . d. , � ° , . ' a , ° • c a . a . : ' . . . ' �� � . . . . " °y .n : . � y. d ' a � , . � � . . • � . � . +•q a ' • �a� � • � Y . '.
<br /> . . . . . � .
<br /> .
<br /> . . . . . y . . . .
<br /> a � ' � d
<br /> 14TH STA 108+00 � . � � . . , � . � . . . . . � a . ... � � a � � . � .� . Q . °� .
<br /> . . , . .
<br /> , . � � : ° .� a a a . a . � �° �a � �. � , 4 ' ,
<br /> . , . �
<br /> EOP AT 17.0 RT
<br /> : . . . . . . . . . a. i
<br /> CURVE H MATCHLINE SEE PARKING LOT PAVING PLAN SHEET C13.2 � MATCHLINE SEE PARKING LOT PAVING PLAN SHEET C13.3
<br /> POINT STATION OFFSET GL ELEV CURVE DATA 14Th STA 11 1 +50
<br /> $ 14TH STA 110+�6, 20.0' RT 14TH STA 112+78
<br /> AP 14TH 109+31.50 20.00' LT 21.85 DELTA: 90' 00' 00" C5.10 14TH STA 108+23 14TH STA 110+94
<br /> AP 14TH 109+39.50 12.00' LT 22.49 TANGENT: 30A0' '
<br /> PC 14TH 109+49.50 12.00' LT 22.19 RADIUS: 30.00' 14TH STA 110+E4, 12.0' RT � 14TH STA 110+83.5 14TH STA 112+88.42
<br /> 1/4 14TH 109+60.98 14.28' LT 22.26 LENGTH: 47.12'
<br /> 1/2 14TH 109+70.71 20.79' LT 22.3o C U RVE K L E G�N[�:
<br /> 3/4 3RD 30+30.52 13.28' LT 22.18 POINT STATION OFFSET GL ELEV TE�C ELEV CURVE DATA
<br /> PT 3RD 30+42.00 11.00' LT 22.10 AP 2ND 20+60.OQ 20.00' RT 21.06 NO CURB DELTA: 90' 00' 00"
<br /> AP 2ND 20+52.00 12.OQ' RT 20.80 21 .30 TANGEI�T: 30.00' HMA (HOT MIXED ASPHALT)
<br /> CURVE J BOT oF GENERAL NO1"ES:
<br /> POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA RAMP 2ND 20+45.00 12.00' RT 20.71 21.21 RADIUS: 30.00' a, �� � , - 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> BOT OF ,: a.��a . CEMENT CONCREfE SIDEWALK
<br /> RAMP 14TH 111+39.00 12.00' LT 20.74 21.24 DELTA: 90' 00' 00" PC 2ND 20+42.00 12.00' RT 20.80 21.17 LENGTH: 47.12' 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> PC 14TH 111+44.00 12.0�' LT 20.95 21.24 TANGENT: 30.00' TOP 0 2ND 20+34.00 13.09' RT 21.03 21.07
<br /> RAMP LANDSCAPE STRIP, SEE LANDSCAPE PLANS
<br /> TOP 0 14TH 111+50.00 12.61' LT 21.19 21.23 RADIUS: 30.00' 1 4 2ND 20+30.52 14.28' RT 21.05 21.09
<br /> RAMP � , ,_ ����� _�'�_��1�y+q���.};,1��� s'�;�- - �i - ' � , '- '� �E-r�,;
<br /> � � � ��
<br /> -� r r a� O ' � i
<br /> 1/2 14TH 112+Q6.79 20.79 LT 21.17 21.21 _ . � __ ��r `' ' � � `;��
<br /> ,
<br /> 1/4 14TH 111+55.48 14.28' LT 21.22 21.26 LENGTH: 47.12' �� � � _.-.
<br /> .:..:
<br /> �����-"'�-�°����='��:-�� CEMENT CONCREfE PAVEMENT. SEE DETAILS � ��` �� � ' �' � `"� a �� k
<br /> � � � 1 & 2 ON SHEET C2.5 � �l� ' � �f �� lf � j ,. � , ��,���I
<br /> 3 4 14TH 112+16.5� 14.28 �T 21.22 21.26 ::::��:.�::-.�:;=-<�`.:::��:� + , , ,, t � � . ,
<br /> 1/2 14TH 111+65.21 20.79 LT 21.17 21.21 � E
<br /> . . . . �� f, � � � p .�� � �� � 3 ���
<br /> TOP 0 �-� ,�. -���-�::::<:,.� ;° k�, �
<br /> 1 £ ( .' 1 �t!--€ t�.m,,..-�.a� .��Y'-�'�'�i �z i.:i, @� ����.
<br /> 3/4 2ND 20+30.52 14.28' LT 21.05 21.09 ' f�� L'� - �' � . . �' `� ' '
<br /> RAMP 14TH 112+22.0� 12.61 LT 21 .19 21.23 �, ,, ;
<br /> ..
<br /> �-a-�
<br /> �� ,�,�, ,1 i��� �Z � _ � `-;��`i�
<br /> 00 00 0 ��'%
<br /> TOP 0 2ND 20+34.00 13.09' LT 21.03 21.07 PT 14TH 112+28.00 12.00' LT 20.95 21 .24 0 � ° �° GRAVEL j� �,__ -a�,� - - -- . ... . . ... �._ =�, ___
<br /> RAMP
<br /> BOT OF � -- ._ '..� � ���
<br /> PT 2ND 20+42.00 12.00' LT 20.80 21.17 14TH 112+33.OU 12.00' LT 20.74 21.24 J � 't '
<br /> � � � ., � 5, ' , j , 'I �';
<br /> BOT OF , RAMP � 4 x6 TREE PIT OR PLAiVTING STRIP WITH ,j � --� � � - ni,;
<br /> � . i �w � . � �
<br /> 2ND 20+45.00 12.00 LT 20.71 21.21 TREE PER LANDSCAPE PLANS '; _ -__ - _-;r- , , s_ . T1h,_ y , _ °`�' l;= � ;{ ���T�
<br /> � RAMP �.�:f��
<br /> ,_
<br /> 3 - `��� - �-_�������
<br /> ,
<br /> -� � 14TH ST AT 2ND AVE ELEVATION TABLE � ��--- �; j ��
<br /> WALL, SEE STRUCTURAL SHEEfS S0.1 TO S3.1 �
<br /> AP 2ND 20+52.00 12.00 LT 20.80 1 . 0 � �i� �G��,
<br /> i . POINT STATION OFFSET GL ELEV TOC ELEV ' ���� ����
<br /> � AP 2ND 2�+60.00 20.00 LT 21.06 NO CURB � ��,r� ,°
<br /> � : �, : ;� ';; �-�� � !.._y �� �i{ i�ii� I - �l�i
<br /> 'i a�? '�i. K\' t '.,�
<br /> � BOT OF 14TH 111+39.00 12.00 RT 20J4 21.24 TRENCH DRAIN, SEE STORM DRAINAGE PLANS � =- �- ��� � �`��� iA� � KE1� MAP � � ��.-��,! r�
<br /> �. CURVE I ; '' �
<br /> RAMP �..���s.� �.. � _.��..���.._ � t
<br /> �,�'` ��,
<br /> � OINT STATION OFFSET GL ELEV CURVE DATA TOP 0 ` _
<br /> i P � � i «���'�� ��� Q 4 2�10 � , k.IJ�I� :70 SCALE �� ,�� � ��_. �i (;
<br /> � 14TH 111+50.Q0 12.00 RT 21.20 21.24 o BOLLARD LOCATION BOLLARD DETAILS �« u � � \� � � � '� `'���'�
<br /> ��' PC 3RD 30+42.00 11.00' RT 22.10 DELTA: 90' QO' 00" �MP � � � �`��� ������"m� ���� �'V'�' Yd ��'`�'��'- � � J� `
<br /> �
<br /> � HP 14TH 111+86.Q0 12.Q0 RT 21.56 21.60 PER LANDSCAPE PLANS � � � '�_ , � ,�- `��-��- --��� ��
<br /> � 1 4 3RD 30+30.52 13.28' RT 22.18 TANGENT: 30.00' �/�/ ����- �� � � ���'�'``� i °
<br /> / TOP 0 � TREE PIT ID SEE TREE PIT LOCATION TABLE
<br /> 1,O � � � /�/� ' � �f\?U6L IG �d��'��KS �'�r��nlT � 4�(�eyl���� �'S n� � » n
<br /> Q 1�2 14TH 110-1-10.29 20.79 LT 22.30 RADIUS: 30.00 �MP 14TH 112-i-22.00 12.00 RT 21.20 21.24 ON SHEET C5.1 1 . � - ,Y . - �Ta sa������c ,��� ����,���L� {��� a;�� �_ �. NOTE: L
<br /> � � � � �os�" �f�t���,���t'-� t��lt?.��€�;�". ,4r�'P�EC;3V�,1. �tlyd ra11S s'�+t�t�� � 1 �
<br /> 0 3�4 14TH 110+20.02 14.2$ LT 22.24 LEN�GTH: 47.12 BOT OF � � � E��r���,rz<s�,�� ��� ;,u�a����s �s����' � � IF "L" DOES NOT MEASURE 1 "
<br /> � PT 14TH 110+31.50 12.00' LT 22.09 RAMP 14TH 112+33.00 12.00 RT 20.74 21.24
<br /> �� ��� r �� � ,�,p(�1�r� �� �� � �, ADJUST SCALES ACCORDINGLY.
<br /> ` �� n ..
<br /> ` fl
<br /> � � _.__
<br /> N a
<br /> � . . PROJECT ENGWEER: SCALE: DWG. NO.
<br /> � r • • ���A as H. KUYPER AS N�TED � � � � � � � VE � ETT
<br /> �- 1 1 1 ' ��° �J � �'Jr �
<br /> � ��. � �� DESIGNED�BY:AWAD AUGUST 4 200�> NORTH I�ARINA REUEVELOPMENT �,P No.
<br /> � � � , _ 'j' j'�`�'
<br /> � 728 134th Street SW ' S��t� ZUU » ���� � DRAWN BY: CHECKED BY: ����AS 1 ��t� 1 UR� PHASE � 3-0-003-09
<br /> � �� c4226��� ��'� CREEDEN r� � t� PRo�ECT
<br /> c� � ISTE �ti D. OLSEN M.
<br /> �; P.O. BOX 538 Everett. Washington 98204 S1�NAL E� . - ��A QW�� r � V � � � p L �o. PD-NM-2�05-06
<br /> � EVEftETT, wA 98206 � 8/4/06 PERMIT APPROVAL/CONSTRUCTION _ � aPPRovE� eY:
<br /> Ph: 425 741-3800 EXPIRES o,io2i�� l
<br /> a' (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REvis�oN _ SHEET N0. 4-� OF /g�J
<br /> a JOB No. 21-04-015
<br />
|