|
i i � i .�,< �
<br /> ��r�
<br /> NOTES , I NOTES �*���
<br /> 1. MANHOLE COVER AND FRAME SHALL BE AS � � 1. STEPS SHALL BE STEEL REINFORCED COPOLYMER
<br /> '�, MANUFACTURED BY PAMREX, EAST 10RDAN IRON I A POLYPROPYLENE PLASTIC CONFORMING TO:
<br /> I WORKS(E11W)OR APPROVED EQUAL COVER SHALL � American Property Development,inc.
<br /> BE MANUFACTURED FROM DUCTILE IRON,ASTM A. ASTM D 478 AND AASHTO M-199, MINIMUM 110 110th Avenue NE suite 550
<br /> II �� Bellevue,WA 98004
<br /> � A536. � HORIZONTAL PUlLOUT RATING SHALL BE 1500
<br /> LBS.
<br /> 2. COVER SHALL BE STAMPED"SEWER", OR NON-SLIP
<br /> , "DRAINAGE" DEPENDING ON APPLICATION. A PATTERN g, ASTM A 615 GRADE 60(DEFORMED
<br /> _ ��`� REINFORCIN6 STEEL BAR).
<br /> '; � ��� I�� 3. COVERS SHALL BE HINGED AND INCORPORATE A 90 14
<br /> GASKET RING AT SEAT DEGREE SAFETY CATCH BLOCKING SYSTEM TO i 2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE i°
<br /> � BETWEEN COVER AND � �
<br /> PREVENT ACCIDENTAL CLOSURE AND REMOVABLE 11 1/2" USED. o '
<br /> ' �a FRAME AT 120°OPEN. FRAME AND COVER SHAIL EXCEED I � z
<br /> ', AASHTO H20 M306 OR M105 LOADINGS.. � I EXTRACTION RESISTANT °
<br /> ' ' ' NON-SLIP TREAD SURFACE SURFACE 3. ALL FABRICATION DIMENSIONS INDICATED ARE �JJ z
<br /> � �.-�"- -�� MINIMUM. � _ �,
<br /> ' 4. FRAMES SHALL BE CIRCULAR, INCORPORATE A ( � I 13" I � Q o
<br /> ' SEATING RING AND A FITTED PLUG IN EACH HINGE � ; � � 4. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF Z � 3 N
<br /> HOUSING,AND BE AVAILABLE IN A 24 INCH THE EXPOSED PORTION OF THE STEP, INCIUDING Q > W M g
<br /> MINIMUM CLEAR OPEMNG.THE STANDARD FRAME THE 1/2-INCH DEFORMED REINFORCING STEEL BAR, � J N S`m°�
<br /> DEPTH SHALL NOT EXCEED 5 INCHES, AND THE ELEVATION PLAN AND EXCLUDING THE NON-SLIP TREAD SURFACE, ���� J Z o�a
<br /> FLANGE SHALL INCORPORATE BEDDING SLOTS, BOLT � SHALL BE ONE S QUARE INCH � �, � ��J
<br /> HOLES,AND LIFTING EYES. �,Q
<br /> 5. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL I � � ���
<br /> 5. SHALI BE USED FOR ALL NEW SEWER MANHOLES SURROUNDING THE REINFORCING STEEL BAR SHALL N z o
<br /> AND WHERE EXISTING STANDARD MANHOLE FRAME BE CAST MONOLITHICALLY. MINIMUM COVER SHALL � O z m
<br /> B E 3/1 6-I N C H. U U g a
<br /> NON-SLIP 4L A N D C O V E R A R E T O B E R E P L A C E D. Z
<br /> � � � TREAD PATTERN �/�
<br /> 0
<br /> I �c�' � � G I 6. THE FOLLOWING DIMENSIONS SHALL APPLY UNLESS V� a
<br /> Q �Qoo
<br /> � � � � OTHERWISE NOTED ON THE DRAWINGS OR M
<br /> �, PICK/KEY HOLE � � DO (] �`�O0�� !
<br /> �4 Q o o Q OO � STANDARD PLANS FOR SPECIFIC STRUCTURES: D=6" �
<br /> ' OOOD � �F VER � OOO DIMENSIONS(INCHES) '
<br /> I� QO DO ���Y E r r�oO40 � ! 3 1�4 +1/4", E=3 1/4"+1/4"
<br /> o �, �, � A 0 H REFERENCE MANUFACTURE I ; DIMENSION FOR TREAD EXTENSION
<br /> Qo � Oo � � o00
<br /> O� �� Q �� �Q � ��Op 33-1/2 24 4 CDPA60EH PAMREX � ' FROM WALL(SEE NOTE 9) 7. STEP RUNGS SHALL BE SPACED AT A MAXIMUM OF
<br /> � 0����0 �Qc� n���O ��O � HINGE � � 1/2" GRADE 60 14-INCHES.
<br /> �Q �p0 oODOpa �p000o Op� QG, 34 24 4 00104042L01 E11W i
<br /> O p0 /�OOpa a�o oQ000 Op O Q I
<br /> 4Q0 04���0�. r��0��p4 p�Ga 4 i t1 � a ST EL B RING
<br /> � O � DO�/ 00 0 � COPYRIGHT OC 2005. N.L RIGHTS RESERVED
<br /> o� Q c�� DO•�` � ��00 �o �o o� I , Q a a 8. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH SUBMITTAL/REVISIONS
<br /> THE APPROVED MANUFACTURERS RECOMMENDED
<br /> � O dQ.c�" �:�a� 0 0 0 � � I ° - PROCEDURE.
<br /> 3 0-� o-0 3 � / � DATE DESCRIPTION
<br /> � [J °o: :o� � o � p � o a ,.
<br /> 0 0 00 � oo ap.� �.p0�o Q Do n � a r�^,, � 9. STEPS IN THE CONE AND RISER SECTIONS WILL HAVE , y
<br /> N : � o�p0 O�000�• � , •�000�� �4QD o � � 6" EXTENSION FROM WALL.STEPS INSTALLED ABOVE
<br /> x � 4 � OOo � � 000 0 0 a a „
<br /> o � \\ )\Q �4��0�000��ogo�OOOO�O��O� O o a CONE OR TOP SLAB SHALL BE A MAX OF 3
<br /> I EXTENSION FROM WAIL AND USED AS HANDHOLD.
<br /> Z ' �� 0��0000 �O�� �O��000��� O 3 �
<br /> Z ���000 �� Oc'' �'� °� 000�0 Z ° a a a ALSO SEE 605A, 6056 OR 605C.
<br /> � oO00 O O � � O �OOOD �
<br /> O I a
<br /> o �, OOoO O o E ER ��oo 0
<br /> � ; o 00 0 0 0 0000 � 0 1 1/8°
<br /> o �
<br /> w
<br /> � I � D�u o� � _�`__\���- SEE NOTE 2 F I
<br /> Z ��--�,, � SIDE ELEVATION SECTION A-A
<br /> o "
<br /> V Z
<br /> � O
<br /> Z I V �
<br /> oiJ �
<br /> N i 2
<br /> �Q i ��� W� --�
<br /> �:i ir i r t e - . tae�oa�e �Q --"' .
<br /> a�.e�c nev oar
<br /> ,12/30/2016 0� r„�E 12/30/2016 �
<br /> n� I I STANDARDDRAWINGNa.
<br /> STANDARD DIVAWING Na.
<br /> Q�; HINGED MANHOLE 610 ��� ALTERNATE POLYPROPYLENE 609
<br /> :g�� FRAME & COVER ��� PLASTIC STEPS
<br /> - � -
<br /> i � i i
<br /> i� LIMITS OF TRENCH � NOTES
<br /> W= MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" OR i '.; 1. W= MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" ■
<br /> I� LESS IN DIAMETER W=40". FOR PIPES 18" OR I � OR LESS IN DIA W=40". FOR PIPES 18" OR GREATER �
<br /> GREATER W= 1 1/2 x I.D. + 18". PIPE MUST BE I W=1.5 X I.D. + 18". PIPE MUST BE CENTERED IN �
<br /> I CENTEREQ IN TRENCH. TRENCH. ,
<br /> � I
<br /> I' � 2. ALTERNATE SLOPING TRENCH WALL TO MEET
<br /> � MATERIALS i EXISTING 7 6 � 9 10 O.S.H.A. REQUIREMENTS(NO SLOPES STEEPER THAN �
<br /> I -STANDARD TRENCH SECTION PAVEMENT 1:1 EXCEPT FOR ROCK). � �
<br /> SEE STANDARD DRAWING 614 PIPE BEDDING MATERIA�SHALL BE CRUSHED 6" �
<br /> II SURFACING BASE COURSE CONFORMING TO SECTION � „ 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL �1 1
<br /> 18 MIN �
<br /> I � � 9-03.9(3) OF THE STANDARD SPEGFICATIONS FOR � BORROW AS DIRECTED. COMPACT TO 90% �
<br /> \ I I � ROAD, BRIQGE AND MUNICIPAL CONSTRUCTION i MAXIMUM DENSITY. `- J
<br /> WSDOT/APWA. j - : _- �_�; a�T - 4. FOUNDATION GRAVEI IF REQUIRED BYTHE �
<br /> �� � � � I =i � ..�._.i __ t __.. � 1 �M' i ��) � � �.� � � � E � _i� t
<br /> .e.. _ _
<br /> � \ I / � --;--� i � ! f f�--. � ' � � -� � I --I � ;� ' 'I��- - I � ���� � � i-�- � ENGINEER TO REPLACE UNSUITABLE MATERIAL �
<br /> ,,� � OPTIONAL PIPE BEDDING (TO SPRING-�INE) FOR PIPE ; �--:i�^ � �- �_ I� ; �_ �� ; , t _ � __ __ � � _-- SHALL BE FOUNDATION MATERIAL CLASS A B OR AS �
<br /> I '�i\ / AITERNATE SLOPWG 15 DIA AND LARGER: PEA GRAVEL OR 3/4 CLEAN � � -- �-- '� �' --' i ' - � ' Z
<br /> .-'�% I I / " �� ; � f ; ;-�_ �����'i i� � / APPROVED BYTHE ENGINEER.
<br /> � � TRENCH WALL ROCK CHIPS AS APPROVED !N ADVANCE BY ENGINEER. ; �- ; ; ; � ; �-� ' ' � 1 � � O
<br /> ` ���\j\� I I / � � � f'�'- i . � . 1 l.�_- /
<br /> � �-���,�;-��� �� ��W�� � � � �---,E � f E ;� / 5. FOR ADDITIONAL COMPACTION INFORMATION SEE � � � ` �
<br /> � \�--;,-,-- .y ��� UPPER LIMIT OF OVER EXCAVATION AND PLACEMENT OF FOUNDATION I T ' � � ; � , �, / 1 STANDARD DWG 615.
<br /> r�t 1�'':� PIPE ZONE MATERIAL, IF REQUIRED SHALL BE FOUNDATION � ' `--� r ; �� � � z
<br /> i �,�- ��,� � -
<br /> �/�-' MATERIAL CLASS A OR B CONFORMING TO SECTION j - ? �� 6. IF DIRECTED BY THE ENGINEER THE TOP THREE TO -
<br /> �r
<br /> i �/�,-� ;;.� 9-0 3.1 7 O F T H E S T A N D A R D S P E C I F I C A T I O N S F O R R O A D, 1 ��f �`-� 2 F I V E F E E T O F B A C K F I L L S H A L L B E I M P O R T E D G R A V E L Q � �
<br /> ,:' ;,r� BRIDGE AND MUNICIPAL CONSTRUCTION 2 1 '_ � ;;,_ B O R R O W O R S U I T A B L E N A T I V E M A T E R I A L Q
<br /> COMPACTED TO 95% MAXIMUM DENSITY. �
<br /> ; CRUSHED SURFACING °•,�, �, WSDOT/APWA. n ( � ��_ a �
<br /> ' BASE COURSE � �'' �' � i��
<br /> I 7. SEE CITY OF EVERETT STANDARD DWG 316 FOR
<br /> 3 / i "_- � I� PAVEMENT PATCH DETAILS. �
<br /> � �� PROCEDURE FOR COMPACTION ! '�' ;_�� w �
<br /> o i ; - -- 8. VERTICAL TRENCH WALLS WITH SHORING TO � � W
<br /> N PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL. I ; , CONFORM TO O.S.H.A. REGULATIONS. � � �
<br /> � ; � � W
<br /> 0
<br /> � ; � COMPACT BEDDING MATERIAL TO 90% MAXIMUM � 8 9. SUBGRADE OR GROUND SURFACE IN NON-PAVED � � ,
<br /> � ; DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP I AREAS. O� W
<br /> a
<br /> o ' LOWER LIMIT ONLY. i 10. EXCAVATED NATIVE MATERIAL OR STOCKPIIED
<br /> � ' OF PIPE ZONE BACKFILL MATERIAL.
<br /> � I tD HAND TAMP UNDER PIPE HAUNCHES FOR ALL 3
<br /> 'Z � �� t� BEDDING MATERIALS.
<br /> = 3 Z W 3 11. FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY
<br /> � ' ~ � w � BACKFIIL ABOVE THE PIPE ZONE SHALL BE
<br /> Z o �', � z FOR ADDITIONAL COMPACTION INFORMATION SEE o p o CONTROLLED DENSITY FILL.SEE SECTION 3-9.6&
<br /> F � i m J `-j`� STANDARD DWG 615. � W N 3-2 0.1 O F T H E S E S T A N D A R D S.
<br /> Q I
<br /> � z �'� a w ��� �� -''� � r`,�,�°%�� OVER EXCAVATE AND PLACE 3 � I� a w (�
<br /> � Z Q Q <�`r . �.�,1 r �`l`� FOUNDATION MATERIAL CLASS A, B Z I _._.. _! `" 12. FOR UTILITY CUTS SUCH AS GAS,TELEPHONE, '�`�
<br /> r -
<br /> � a ', z � ""'f " OR AS APPROVED BY THE ENGINEER � i
<br /> - P O W E R,A N D C A B L E T V I O N G I T U D I N A L T O T H E
<br /> +I � � ROADWAY BACKFILL SHALL BE CONTROLLED
<br /> i ° � w WHEN SPECIFIED. ° � � �
<br /> o w % a N w � DENSITY FILL SEE SECTION 3-9.5 OF THESE
<br /> � o p
<br /> o _..w_
<br /> 4J a ; � , !�;--a STANDARDS. W � �
<br /> v> i ° ; _.1 ; i _ � �
<br /> = w � w I f I i.
<br /> � � I r
<br /> � a
<br /> �_.
<br /> �n ; _...._,,.� �
<br /> ¢
<br /> N j F j �
<br /> z
<br /> � � ' ( O f -� � �-- - � _ �
<br /> � i ' _ , ,__ � �
<br /> ��
<br /> �
<br /> � � BEDDING AND FOUNDATION: � � � ��-� _ ' - W SEE NOTE1 1 , ,
<br /> � Z � 4
<br /> ¢ o< � � � � --
<br /> � °" „r�E - 12/30/2016 W� i r�r�E W
<br /> Cu� n[Rer� � I Cu re Rev�ate �
<br /> a � "� �STANOARDDRAW�NGNo. Q d I
<br /> � 05/12/2017 � Q
<br /> Vl N STNNOARDDRAWINGNa. -
<br /> J W� BEDDING FOR PIPE IN W� TYPICALTRENCH SECTION 614 z
<br /> � �ao� TRENCHES 615 vsN ; L�� AP�RO�S�D DUCTILE IRON PIPE
<br /> � Q//��
<br /> w ....... i / � �/ ■ .
<br /> V♦
<br /> �
<br /> � ' P i.IC SERVICES DATE
<br /> a �
<br /> c '
<br /> t Q i
<br /> � � I
<br /> � � DRAINACs'e EROSION Pu��C{'��Q�'i�s �
<br /> � „� DEAs�RTA9ENT � �
<br /> .Q,o � �,ra R Sc, D.J q R
<br /> ¢ 1 SES'UER � � REQUI ED VRIOR TO STARTT:�G �"O OF WASHJ�'rs DRAINJ BY
<br /> �, ANY coNsraucnora or� �s�as Q ��, SAMI ORDONEZ 19 OF 32
<br /> � � . PROJEGT. ADPRO�tfl F�[L THES '� �
<br /> o Q Trta�� cu���r�rr urr sra�oA��s�Poo � ' Z SHEET TITLE
<br /> ^ � exasRu un�.ess � �
<br /> � � • � _ PcRMIT POR COtdSfIiUCTION HAS O � �
<br /> C WGINE£it BEEN I.riSUED. �� O�
<br /> c�v w SS j p �C��
<br /> n� � RFGjSTERE� �,_ �
<br /> o NAL
<br /> � a 12/19/2017
<br /> �! r
<br /> oz
<br />
|