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ID OF CATCH BASIN + 24" SAWCUT AND REMOVE EXISTING SAWCUT AND REMOVE EXISTING
<br /> ASPHALT PAVEMENT FOR CONCRETE CATCH BASIN COLLAR
<br /> REINFORCED CONCRETE COLLAR, COLLAR
<br /> 2—#4 EPDXY COATED C ASSA4 00EMENT CONCRETE Q i � � REINFORCED CONCRETE COLLAR
<br /> REINFORCING STEEL
<br /> REMOVE GRATE � � 2 #4 EPDXY COATED
<br /> TACK COAT (TYP) PVC PIPE REINFORCING STEEL TRIM TRENCH DRAIN GRATE TO
<br /> z EDGE OF CONCRETE COLLAR
<br /> NEW HMA � BACKFILL OVER PIPE W/ NEW HMA � �°� � ° q . �aq�'. : • •, . , .°. '. ' ',. a.. .� .. ' : a •,.a ., ed:'a '� Q.`°
<br /> ` CONCRETE COLLAR „ . . . , � °� ° °° . °.�. ° �. � °. � � �� � .� .
<br /> � 3/8 PREMOLDED JOINT � . � � � . °:� , � � . . . . . : . ° � .. °. - . � . " �. . � <
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<br /> a . . . . . . . . .a e � .•4 . . ' . . ,d< . . a. . a ' . .� . ' . � .
<br /> COMPACTED SUBGRADE 4 aa c� Q a a PVC PIPE SCH 40 ASTM . ��°.� �� . . <,� ,� �° , ;� , a �, �:� . .�:<��� �. a �° a °� a a d a. 4 a
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<br /> � _ Q ° a : a D1785 AND ASTM D2665. SAWCUT TRENCH DRAIN AND . � .. . °: �°.�4 �� < . . . °, . ,.� ° ° � ° v
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<br /> SAWCUT AND REMOVE TOP °° ' ° FOR 7 TRENCH USE 6 REMOVE TOP OF TRENCH : �� a� � � � � �� � °� �. ��a : �� � � � ��a � ° a a �
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<br /> 6" OF TRENCH DRAIN PIPE, FOR 11 TRENCH USE DRAIN TO ACCOMMODATE a , .� � a : . � � . a m . .; � �aq < � . . � , a� � �� �:. . Q ,, a a
<br /> 10" PIPE. COLLAR. TRIM TRENCH DRAIN °a . �. .. . . ° � . .� . � ° �
<br /> a a .d. .� a .. : . . +e.. . .. d a . . .a ..
<br /> GROUT PIPE IN PLACE GRATE TO FIT. ' . . .. o, , �� �a � '� 'q 4 'a..�'. . '°•: �.e'� .. .4 ,' a . : . . � <� �` � � � ° �� �
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<br /> SAND W/ 60 GRIT PAPER ��� �<�. a. �... a :. . . . , . . �.<d . a Q. . ,. a • 'a:a � e;, •a ..o•a ,' �
<br /> EXISTING TRENCH DRAIN PRIOR TO PLACEMENT
<br /> BASE TO REMAIN MANHOLE GRATE RECESSED IN CONCRETE
<br /> COLLAR. TOP OF GRATE SURFACE FLUSH
<br /> W/ TOP OF CONCRETE
<br /> SECTION A PLAN PROFILE
<br /> STORM DRAIN CONCRETE COLLAR �
<br /> NTS PVA01—PVA02
<br /> ��
<br /> �
<br /> = LONGITUDINAL AND TRANSVERSE JOINTS
<br /> � PROTECT TRENCH DRAIN WITH GUTTER SHALL BE SEALED WITH
<br /> � GRATE FRAME IN PLACE
<br /> , PREFORMED NEOPRENE JOINT SEALER OR
<br /> � 2—PART POLYURETHANE SEALANT.
<br /> � TRENCH DRAIN GRATE , ,
<br /> X 3 3
<br /> �
<br /> �
<br /> � ° � ° a 1.5" DIA EPDXY COATED DOWEL BARS PER
<br /> > � I I , #3 STEEL REINF BAR WSDOT STD PLANS A-40.00, A-40.10
<br /> � SAWCUT, TYP ° ° � i I � ° S PALL R E PA I R: CONSTRUCT BOND w � 12" OC EW
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<br /> BREAKER, TYP �,
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<br /> X o ° � .vo . . . T . . . . .
<br /> � � I I � SPALL REPAIR SHALL BE IN ACCORDANCE WITH WSDOT STANDARD � m.. — — — — — — — — — — — — — — — — — — — — — — — — . �
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<br /> �� � a I I � a SPECIFICATION 5-01.3(5) PARTIAL DEPTH SPALL REPAIR. • . Q • p . . ' . 4 . •,p . . , � , Q • p , a� . ; , p ' ' • •� 'OQ . p• 4 . , � • • � 'p, d . '�,•
<br /> � � . � � a' .d . . d . . . . � . .
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<br /> � � SPALL REPAIR: PRIME AND PATCH � � � �a� : o . � o a . . � , a . . . D ,- o o�a. .. . . D .� . a . 0 4. .. 4 Q . . . . . . ,� . .o .
<br /> m m CONCRETE TRENCH DRAIN WITH A ���_ — .—. � � a a o . . ' , d . �.� D q ' . D � . ' �• 4 ' � ' ' � � a � ' � .
<br /> 0 0 . � CRACK REPAIR. o .o � . . . . . � . a. �. . � . � . �� � o.a o 0
<br /> %� 3—DAY, 4000 PSI PORTLAND CEMENT � a a • o , o 00 0•o 0 0 0•o�o� ,o oo�Q•�o•o 00 00 � p ' �. • , p . a p . . . . a o .o o ��•o 0 0 00� . o , o 0 0•o o•,oo� , o
<br /> v I I 0 0 �.� o � 0 0 0� o O� p �o op•a 4 op o . D�o � o 00 op o .o�p o 00 00
<br /> c X d .p � .o ��a0 .o � 00 .o o . � . . . . . � op' •� , o °� op .a , o °0 op .� ,o
<br /> ��' CONCRETE MIX OR USE A � ° ,� � '° .� �° . ° °° . . �° . . ° °° ,° °° . � °°
<br /> , o a 0 ,o 0 0 ,o o p o 0 0 0 , o 0 0 ,o a 0
<br /> / I o0 op �.�o o �o 00 o p o� .o 0 0 �� °Q o0� � • � o ��•°� �o ,o op° � o 00 p0•o . o 0 0 op o� oO,o 0 0 00 op o0. o a .o 0
<br /> o � . � P R E S S U R E W A S H T H E T R E N C H D R A I N W H E R E C R A C K S A N D S P A L L S � °°� .� � °°•°° •� . � .o.,o.o° o°°o�o�o 0 00 0°°0°°0��ao oo•oo•° o o °�o •,o oo.o°°o°°o��o0 00.,0, °°o°°o�o a° ,� °° •°° • .° °°•
<br /> PREPACKAGED CONCRETE PATCH � � � � ����� ��,�%/ \ °° °°'°°'oo oo•,o•, •� .o ° � o °�'�o•oo oo�oo•o •�' °°�°° '�/ �����'���/,�=//� �� �
<br /> Q� . � � ` ARE FOUND. REMOVE ALL UNSOUND CONCRETE. CLEAN CRACKS �%��� ��\��\ � \ ���1 � \ , \' � ° °°�°°°°�o•o o•,o °o•°o.°'°°o°°oa oo,o a p. , o \\,\� \� � ��� ��1�
<br /> � = a � �/� /// ; �/� ,,,,� /�� � o o � •� � •� // �// � / // (
<br /> MATERIAL PER WSDOT STANDARD � � °� � l% � %/ � � �% l/% � °° ��. ,� � o � � // /�� 1�����l/ � //� � � �
<br /> �� � �� �l/ l/ � l ��1�� //,��/ ,�,� ' •� •� �� ����� � ��j j �l� ll/� ��l%%�;�� ��//��,�/� i
<br /> � > � � �° I I �°�� � WITH DRY OIL—FREE�COMPRESSED AIR i� � � � � � �� �
<br /> i . � � �, , � � �� \l/i-, � , �.� i
<br /> � , � � � �a . � � � ����� ����� � 1���� �� %'� ����, ����/ ,, �� �,,�� /��� � � ����,�����, � ,��,������,���, /
<br /> °- SPECIFICATION 9-20. � � �''� ///�� � ; � � � � ` �,���/��//�� � �� � � �
<br /> � o � � _ ' a� : , � � °�� � �o � � � � � � � � �i����1,;�l//;��,/� ��l� ��// �� / �ll� l//� /j l �� �ll l//����// � � � �
<br /> . �///% �/% � %// % / %/ ///
<br /> FILL NARROW CRACKS WITH POLYURETHANE CONCRETE CRACK � ���'� ��� ��� � �� � � � � �� � �������
<br /> m � lll� �,� li ,�, lli��_ _ lii��,�, ;��������/��, ����ll;�lli� �� �
<br /> � X �a� � ° � � a� � �� � ° SEALANT CAULK• SIKAFLEX CONCRETE FIX OR �QUAL. CRACKS » � ����/%/�;;�%/i��/�����'� �
<br /> � N EPDXY #4 COATED ° ° ���; . I I ° ° OVER 1/2" WIDE� SHALL BE REPAIRED WITH HIGH STRENGTH 12 CEMENT CONC n \ END STEEL REINF BAR AT DOWELED
<br /> � � REINFORCING BAR � 8» a � � ° NON—SHRINK HYDRAULIC CEMENT. APPLY IN ACCORDANCE WITH 6 CSBC 3" CLR MIN JOINTS OF ADJACENT PAVEMENT
<br /> � � OC (2" MIN) INTO � ° � �° MANUFACTURERS INSTRUCTIONS. COMPACTED SUBGRADE
<br /> �� TRENCH DRAIN WALL
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<br /> `�� EPDXY #4 COATED �
<br /> � � REINFORCING BAR
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<br /> � TRENCH DRAIN SPALL CRACK REPAIR 2 CONCRETE GUTTER 3
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<br /> � NTS PVA01-PVA02 NTS PVC07—PVC12
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<br /> � DRAWN BY DESIGNED BY 1. LE1� MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET
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<br /> �o CHECKED BY APPROVED BY ���,���' � �`'o�� � ���� t�� � � �� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
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<br /> � � LAW R JL � � �� � �.�.�.�� ���
<br /> � , DATE �� ����� �t= PAV I N G
<br /> � 0 3/19/18 �o�, '��'CISTER�'� ��'4 Seattle,WA98�o1 D ETAI LS
<br /> ,0 24089 16015th Avenue,suite ssoo 7100 Hardeson Road
<br /> � 3/19/18 KJH LAW RJL CONFORMED SET �'SSroxAL E��'` Everett, Washington 98203
<br /> � ;y - 206.622.5822
<br /> � N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 � www.kpff.com (425) 348-2312 Fax (425) 438-6141 64 OF 121
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