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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 � . � � � . °:� , � � . . . . . : . ° � .. °. - . � . " �. . � < <br /> e ° • °.• ' '� . Q o • ° • �' °' 'e <br /> FILLER W/ JOINT SEALANT °� � � � � � � � � � � . . '. ��.d��� : . — <br /> n: a <br /> d� ' • • '•4 n .• .o•.� .. d <br /> . . a`d' � . � � ° .a ': ° ' ' ' e 'd. <br /> , ,a . . . . , .. �y .. . a . , . ' 4 . n ' . ' ° ' .d' , a. <br /> d • . . ' . '�4' • . tr ° e• . d . '0 . aa . ••s. • ' 4• � . � 4 • ' ' d, • Q' ' ' ° ..• ; • ° . a �'°� •e . . • • •• �' .a ' . <br /> .< . : . a.a�. :4 p . . . ` o. .. ; .� . a .°a.: . ��< . �<: � �.� : . d°. �� °� �� EXISTING TRENCH DRAIN .: . a . �" � � 8. ' ' 4 , e - a .. � Q • . . . a � Z a : a . , e� ' • a ' .a� <br /> . . °a, ; 4•' '• a a • . •4 ' • v ' '• . a e a d . , • .d• . . .e• . . Q �', • °, � ' '� ' e . • • . . ,< �' . • ' � :a d' a � . d� ' � ' � a <br /> . • .d. 'd a. a, . . . , . • ;° � a di, •a, . . • . '° . e � �a, 4 . . . � . • 'a � , � . 'a '. d° �a� e � d <br /> o D �0 0�0 0� � • o � o�� °0�0 0 00 • o . .'a • ' °� . �°' ' • o • . ' � . 4° ° • 4 •� ,o �o�� °0 �0 0 0� •� .o , o�� � � � . . ' e � °' ��� � • � ' � Q w • . ° ',o•,a , d . <br /> . o op o0 0 0 0 0 ' � ' a • • . . .. Q, ' 00 00 � o � °Q o0 •o � � .a . . . d• � . • a • � . . ' . � ' � . ' . <br /> 00 �� •o .o °Q�°O�oO � •o dQ e • ' • • , ' . . • • ' � .a . , a ' . • . • °. . , a . . o o0'op�o0•p .p �p °D �0 . •�. . a. . a. - ��, � < . #4 REBAR <br /> 0 0 0 o p o 0. o 0 0 �0 0 0 0�o. � ' 4i °'° 'e •a . ' ' °' v ° .• 'a ' . • o p•� � o � °� 0 0' � � ` � 'a . . • . � 4� " , � � :. 'o� <br /> p •0 0 00 �p �o°�oo D'o p a p.o o ��p ' ••a.. . � . � 4 � .. .� Q � a:. • ° " a : • d• . ' a ; �d . ee• •e :. �, p � o°�o��•°� °D�o p' � . o��o0 0 �a I , . . . -- . . a � � . . a . , 'a ' a . . . •�a ,.. .a, ' „ea.•• N . . . <br /> • • � d <br /> \\// �� . 0 0,�o��o 00o pOo 0.a 0 �O��o O •o 0o Ooo p• ' a, • � . • a�. �. � . . �.. . ��0 0 0� o D� p oo Ooo 0�0 0�o p o p O�o oo��' ��// � \�/ /� �4'a , a. � ' . . ' .° ' .. d' .. .Oa� � . ° , �' .° ' ,, d ° , d . a a,'' ,. , �• � . <br /> \/ \/�\// � 00 .o 00' .o a . o 00� .o 00 / ,, / // � � � — . . _ _ , a . . � <br /> �.. � o o�0 0 • � .o °Q�0 0 a�.a a. •° , o °� 0 0 •° .o °�� \� /\� a a. .a a . .° e <br /> �/ \;/ � /\ . o .�o °0 b 0 • ° .o ° °0 0 0 • ° .o °0 0 0 •� .o / �� \/ \� ��' r� a� a. a • . <br /> �� ���� ������� � � �O o 0 p . � �o . . 4� �� ° •� .� �� 0 �� ������� � ��� . .—r• � ' .. • � <br /> \�� � � 0 0 0 0 0 0 ' o 0 0 � 0 0 o p o . o °:a a a o o � 0 0 0 0 � o � °� � �� � \ /� . a��• . ' . ' . . <br /> /���/����� .o ,o oo•oo• •a .o o a �•,o•,o• o . , ,o oo•oo•,o•o .o ��/���/ //_ ,,� i . a� . q TRENCH DRAIN <br /> ���� � � o 0 0'� �� o�� °� °� o p � e � � o�� �� �0�0 0 �� •� oc 0 0 \\��/� \,,,�� • � 1Q '�/ a � � .d.. ( I <br /> �//��1�/���o °0�0 0� . � p �0� , a� . �'a � 0�0 0' • � .o 0 0 o p' .o \/ � //� J` �, . 4� <d. •,�aa. I U" I 1 P a a d• ( � . . <br /> / \. � ,- \ \ , a a � �� • . <br /> /\ � \ //\\///���// \/ a. a a \�� �\ � �\ \ ~ ' � <br /> �� / l \ /// � � , / l/� �� /j` � ���� � � �� ��.<.�� .. \ I PVC PIPE I <br /> /\///\ \ ,./ / / . � /// // ��/ / \ / � /// . e °' '� .,• ' . . � . . I <br /> / ��/ � ��� � a /\ � /��� /���\/ � � � . , . , <br /> � <br /> /� ,, �� ��\, �\���, ��� a ° ° ����� �/� \ ���/����� \ � � � •°" ° . . ' . <.�°.. .4 . � <br /> � ��/// ���//��� /��, �� ' ° /�� �` � � . . <br /> �� ���ll��\//������ \l/�\�� ' � °° .,:; a �\����l/����1%%��l%/�;�%` a c a ° °Q: d �. � tla� a •. ;Q4 -� ,a.4 . d a. �. a m ., a I � REPAIR STRUCTURE WALL AND <br /> 4 CSTC ;;�//l,��lll��� /i��l/' . ... :a � a ll���;,ll����li���1�I\ p d ' n d a , •• � •d a ' , ' ' . 4 • I — � GROUT AROUND PVC PIPE <br /> � �. � p d ''"vi': '•. ' . ' 4 _ . .t--O • ,� '� ' ' • . <br /> . a. ' . ' , . . . . � ', • . � �d a . • . � ' ! � . � a � � a <br /> *�a� ���a a o ,a � � , a . • . . � ' � ,. aa�� �� a � a a a a 4 PENETRATION <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 <br /> nv � ' °a." � a� � C � d V a � ' � . • , d� . ,'� ad . .4. ..� d ' d . d a' . . � . ' � a �. . �. �� ° . . � a. ° �J a � <br /> � _ Q ° a : a D1785 AND ASTM D2665. SAWCUT TRENCH DRAIN AND . � .. . °: �°.�4 �� < . . . °, . ,.� ° ° � ° v <br /> ° a . a.a � � � � . . � . � /7 U . . . '' .o .• .a . . 4 ' a' . � � • d ' � . . . . . . �. � ,a�� � a . �4 � .a � .. . ° � . <br /> SAWCUT AND REMOVE TOP °° ' ° FOR 7 TRENCH USE 6 REMOVE TOP OF TRENCH : �� a� � � � � �� � °� �. ��a : �� � � � ��a � ° a a � <br /> a• • ,.e ., a . . ., d' • ' 9 . : o� a ° . .•Q ' �e �• . a.� ��. � <br /> A .. �'� � 4 , '. O •d . .4 . <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 . : . . � <� �` � � � ° �� � <br /> .< . aa° � <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 <br /> � a <br /> BREAKER, TYP �, <br /> , <br /> X o ° � .vo . . . T . . . . . <br /> � � I I � SPALL REPAIR SHALL BE IN ACCORDANCE WITH WSDOT STANDARD � m.. — — — — — — — — — — — — — — — — — — — — — — — — . � <br /> . a . d . <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 . . . . � . . <br /> o I , .� Q.. .p, . . a . 4. . . . , . � '4 . . . Q <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 <br /> � � <br /> o � <br /> ox <br /> `�� EPDXY #4 COATED � <br /> � � REINFORCING BAR <br /> � w PLAN <br /> ,� <br /> Q <br /> N m <br /> I <br /> � TRENCH DRAIN SPALL CRACK REPAIR 2 CONCRETE GUTTER 3 <br /> X � <br /> � NTS PVA01-PVA02 NTS PVC07—PVC12 <br /> � �./ �.../ <br /> U Q <br /> � m <br /> O I <br /> �--' m <br /> O <br /> U <br /> � . . . . . . . . . <br /> I <br /> � DRAWN BY DESIGNED BY 1. LE1� MCOB PAVEMENT RENOVATION AND REPLACEMENT s"EET <br /> m TLC K JH ,�,� o� wAsNi�I� o. ",��o 0 <br /> �o CHECKED BY APPROVED BY ���,���' � �`'o�� � ���� t�� � � �� 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> N U <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 <br /> o � �,��.� <br /> � x <br />