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____ . __ �' .
<br /> �__. .�''�, r S�'i�"
<br /> PORTION OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M . ���
<br /> � �
<br /> ��.. �t�x .4��
<br /> _ ;
<br /> �
<br /> W HIN T N . ■ -
<br /> CITY OF EVERETT SNOHOMISH COUNTY AS G O _
<br /> � �
<br /> �----- -- ----- ----------------------- ------ - -- -- - ------ ---------- - -,� TACOMA • SEATTLE • SPOKANE • TRI-CITIES ' . *
<br /> NOTES } �
<br /> I 1. W=MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" 2215 North 30th Street, SUIt@ 300 Tacoma, WA 98403
<br /> I OR LESS IN DIA W=40". FOR PIPES 18"OR GREATER 253.383.2422 TE� 253.383.2572 FAX www.ahbl.com wEg
<br /> W=1.5 X I.D.+18".PIPE MUST BE CENTERED IN 'i
<br /> �i TRENCH. j
<br /> � Proiect Title:
<br /> I 2. ALTERNATE SLOPING TRENCH WALL TO MEET I
<br /> EXISTING 7 6 J 9 10` O.S.H.A.REQUIREMENTS(NO SLOPES STEEPER THAN i G LAC I E R
<br /> � PAVEMENT � 1:1 EXCEPT FOR RQCK). �
<br /> % � � � O O �
<br /> 18°MIN 3. SUITABLE NATIVE MATERfAL OR IMPORTED GRAVEL I
<br /> �:-�, --� BQRROW AS D{RECTED.COMPACT TO 90% i 4 [ 10 2] �� � � � P EA K AT
<br /> �� � MAXIMUM QENSITY. � C ]
<br /> � ! MIN . 4 RIVERSIDE
<br /> • i - -+ i f ±f # _ i �-''�"-Tr � --t + 4. fQUNDATION GftAVEL IF REQUIRED BYTHE •
<br /> � � � ' � j � �"� � ��� � � ��(, �,.� � �"'� � � ' i ' ENGINEER TO REPLACE UNSUITABLE MATERIAL. I 4 [ 10 2] 81 � �O�T
<br /> i---`-i 3 - � i s j.t F� � . .._ � �
<br /> � __.___ '' � '�"'
<br /> i ��.� � � --- � ��� � �� ��, � � SHALL BE FOUNDATION MATERIAL ClASS A,B OR AS [�
<br /> CII@nt:
<br /> , , �_ �� , , , _ � Q
<br /> ; - �- � # 'µ � � i�� � / APPRQVED BY THE ENGIIVEER.
<br /> � � � �� �� � 1 PANATTONI
<br /> � -� � �-� � 5. FOR ADDITIQNAL COMPACTION INFORMATION SEE �.:••-� ••''���;; U O [2 0 3 2]
<br /> :w� j'
<br /> 1 3 # � w"`"`� � �,"�`i � , - � STANDARD DWG 655. %3•, ` .:f' �
<br /> � �� ' � � '-�===' ' 1 ��� �., �`�- I NVERT DEVELOPMENT
<br /> •:� +'r'
<br /> li ---j ;�; 6. 1�DIRECTED BY THE ENGINEER THE TOP THREE TO ':� .•Y: :'`: �,;� '
<br /> 1 I �!�'-- 2 FIVE FEET OF BACKFILL SHALL BE IMPORTED GRAVEL �: � � � ' COM PANY, LLC
<br /> � , q � � � � g
<br /> ;�____ - ��� ,;.; s�.y
<br /> � i.__., BORROW OR SUITABLE NATIVE MATERIAL ,•� •• � �•� • ,••.��,• •.�v
<br /> � �J 1 --j ' ;-- COMPACTED TO 95%MAXIMUM DENSITY. � K''' �:{'��,r•:ti;�if�*�"`*' V��'s'.
<br /> � � ' �'` •''` ��� ^`"'''�`' �� 900 SW 16TH STREET
<br /> ;;. , ,_
<br /> j j �n�': 7. SEE CITY OF EVERETT STANDARD DWG 326 FOR � � [3 2] 4 10 2 SUITE 300
<br /> � I (-- PAVEMENT PATCH DETAILS. � RENTON, WA 98057
<br /> � r � 1-
<br /> C �
<br /> � , � 8. VERTICAL TRENCN WALLS WITH SHORING TO M I N . NOTE: + Actual Channel length is 81 1/4 [2064] to allow for overlap. CONTACT: DONNIE BELK
<br /> � ; !___ ,
<br /> -� j �� CONFORM TO O.S.H.A.REGULATIONS. . �
<br /> 8�--�� ___; , Job No.
<br /> � � 9. SUBGRADE OR GROUND SURFACE IN NON-PAVED Y T E M l
<br /> AREAS. TRENCH DRAIN (ZURN Z-886-HD S S ) 2170746.10
<br /> j 1Q. EXCAVATED NATtVE MATERIAL QR STOCKPfLED � NOT TO SCALE
<br /> I �� /-' '� BACKFILL MATERIAL. ISSue Set & Det@:
<br /> f11. FOR ALL TRENCHfNG TRANSVERSE TO THE RdAOWAY
<br /> i w � BACKFILL ABOVE THE PiPE ZONE SHALL BE
<br /> � p o CONTROLLED DENSITY FlLL.SEE SECTION 3-9.6& P E RM IT S ET
<br /> W � 3-20.1 O�THESE STANDARDS.
<br /> ; 'f a
<br /> i' _m.�_i,l � d �
<br /> - 12. FOR UTILITY CUTS SUCH AS GAS,TELEPHONE,
<br /> � ---�f PQWER,AND GABIE N LONG�TUDINAL TO THE �
<br /> �; � �~ / j ROADWAY,BACKFILL SHALL BE CONTROLLED
<br /> •-------� __1_ DEN5ITY fILL.5EE SECTION 3-9.5 OF THESE I 5/18/2018
<br /> `;�� � STANDARDS. " � " "
<br /> ',��_ 18 INLET .
<br /> ; s �
<br /> __?;
<br /> E_^ �
<br /> - - __ ___
<br /> :_� � � # _ ; ; x- , � , �;-`.° CITY OF EVERETT ,
<br /> , : � � ������/�� ��
<br /> �_'� w tsEE NaTEl ' �"J ��/ PUBLIC WORKS DEPARTMENT ��`�H�W jy�,
<br /> I-- ' ` __�--� m n„�.�.." s�.�,w�, .�, ..�ar c�,,.�t a��w�. 0 N �
<br /> ftYAN SASS�pAVIQ VOIGT PAUL WILHEIM ESH Q6/a� ��� F AS ING� ��
<br /> rrt�c / �� �Q.
<br /> srnxoaan ow.wwc ao "
<br /> �
<br /> • � TYPICAL TRENCH SECTION 614 � ► '
<br /> i �
<br /> 1___`__..__-_ "____"_'_'. � a
<br /> .._-__.___________."-_ ____-_".._.. _.__ �
<br /> __"___-__'_____"- _._"-
<br /> l___._____-� __________.._.___-____-..._"__... ._-.__-_- _'"_.____.. ._ .___"_"_ ...__._...T_.^`_ __ _- ___
<br /> TRENCH SECTI�N � 34858 w�
<br /> _ 8>, WATER ��+d'�,S�E�ISTEg��G.���'
<br /> 1 NOT TO SCA�E QUALITY OUTLET SIONAL �
<br /> _____ --- ----------- -------� __---------------_--------__�___-- ---- ___.__. __.__ _----- , � ` os/ie/zoie ` �
<br /> ; NOTES '
<br /> � _
<br /> ' 1, W=MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" '
<br /> ! OR LESS IN DIA W=40".FOR PIPES 18"OR GREATER i � '
<br /> ', W=1.5 X I.D.+18".PIPE MUST BE CENTERED IN `'a
<br /> TRENCH. 18" HIGH FLOW
<br /> 2. ALTERNATE SLOPING TRENCH WALL TO MEET BYPASS
<br /> EXISTING -�� 6 8 9 10 O.S.H.A.REQUfREMENTS(NO SLOPES STEEPER THAN � NOTICE �
<br /> PAVEMENT � 1:1 EXCEPT FQR ROCK). � K��+a�nrs ooa�T suu�vun�h n�
<br /> a�arw.s�x uo sa�n�.�reuc�nar a�
<br /> nrs ooc�uar ooEs wor o�oc��cRau r�s�nm
<br /> 6" ow�w�n a�it nes oar�xr�s�rn use
<br /> (-�----�-i ' anr rroR n�aea�ct oo+nFlm w n+e m�aoac
<br /> ! 18"MIN 3. SUITABIE NATIVE MATERIAL OR IMPORTED GRAVEL ������F�����
<br /> I �� j BORROW AS DIRECTED.COMPACT TO 90�o enana+ro n+�r aRaEc�a��u�r on�rs�cr.
<br /> � MAXIMUM DENSITY.
<br /> � - � �� ,�= ,� � `-; ' � � �=� � � �--- � e r i j �-� ; � 4. FOUNDATION C�RAVEL IF REQUIRED BY THE � �
<br /> ' � �� � � �, ; '�__ � � ; � "� � j�. � ����'�_� } � (�i� � � � - ENGINEER TO REPLACE UNSUITABLE MATERIAL.
<br /> � � � ' '� � � �� '� '� I � -��,�� ' -� I �� � SHALL BE FOUNDATION MATERIAI CLASS A, B OR AS ' �
<br /> _ _
<br /> � � -� �� � ��� , ���� OPEN TOP
<br /> 1 ' �i �-- / APPROVED BY THE ENGINEER. � ,
<br /> !:#��� '., ' ! I 1 � 0.5
<br /> E �- � C �-- / --�-� , ; - � -� 5. FOR ADDITIONAL COMPACTION INFORMATION SEE I� O P E N T O P 1' MIN. MIN.
<br /> � � � -;- � �� � �-€� /
<br /> ' � :__
<br /> � / 1 STANDARD DWG 615. Q
<br /> !� ' i ; ( _ 4
<br /> -- � i' 6. IF DIRECTED BY THE ENGINEER THE TOP THREE TO •
<br /> 1� i�� ?��-- 2 FIVE FEET OF BACKFILL SHALL BE IMPORTED GRAVEL I 1� MIN. ,
<br /> ��/ � ��;_V y.:.;, BORROW OR SUITABLE NATIVE MATERIAL I _
<br /> \._:i' 1 ' ' '� COMPACTEQ TO 95%MAXIMUM DENSITY. I
<br /> ���I ; �_�,
<br /> � � _`---=i 18" H I G H ' �
<br /> �I � 1��4 7. 5EE CITY OF EVERETT STANDARD DWG 326 FOR I FLOW OUTLET i �
<br /> �--� � �- PAVEMENTPATCH DETAiLS. i ; � INLET
<br /> � 4 i--�-.�� 8. VERTICALTRENCH WALLS WITH SHORING TO 8" PIPE ; i g" �1/Q OUTLET ,
<br /> � CONFORM TO O.S.H.A.REGULATIONS. tl --7- � � '
<br /> ; t �-�' � ' ( I. 2 "� '
<br /> . � �8 4. SUBGRADE OR GROUND SURFACE IN NON-PAVED � �
<br /> AREAS.
<br /> N
<br /> ' � _ 10. EXCAVATED NATfVE MATERIAL OR STOCKPILED �
<br /> � 1
<br /> � � BACKFILL MATERIAL.
<br /> 3
<br /> 11. FOR ALLTRENCHING TRANSVERSE TO THE ROADWAY OPEN BOTTOM Z Revisions:
<br /> w � BACKFILL ABOVE TNE PIPE 20NE SHALL BE I� :, , � `
<br /> Z 1D CONTROLLED DENSiTY FILL.SEE SECTION 3-9.6& ' N PLATE WITH
<br /> � � 3-24.1 Of THESE STANDARDS. ' Sh@et Tltle;
<br /> �' � aW _ .,
<br /> 5.15' ORIFICE
<br /> -��t ! a' N 12. FOR UTIIITY CUTS SUCH AS GAS,TELEPHONE, d � � a � STO RM D RAI NAG E
<br /> �� � POWER,AND CABLE N LONGITUDINAL TO THE SDCB #3, FLOW SPLITTER,
<br /> I M� � '� ' RQADWAY,BACKF{Ll SHALL BE CONTROLLED I
<br /> j��6� ___�_ DENSITY FILL.SEE SECTION 3-9.5 OF THESE TYPE 2, 54��� D ETAI LS �
<br /> i I, �i STANDARDS. : .
<br /> � � NOTES:
<br /> I �� ���
<br /> i � � - - -
<br /> � ��%'�� CITY OF EVERETT 1 . PIPE SIZES & SLOPES, PER PLANS.
<br /> � � � i 2. METAL PARTS: Desis�ned bv: Drawn bv: Checked bv:
<br /> I � ! q I �E ERETT pUBLIC WORKS DEPARTMENT
<br /> � w(sEErvorEl) � �� � �� A. CORROSION RESISTANT OR GALVANIZED OR ALLUMINUM TYPE 2. BEB BEB/TDW STK
<br /> ' , - � `°°""a'a�° `"°""'°'e" '°"B9 �`°"-°°'° -- B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT
<br /> ' I _RYFN�A55_ �DAVIDVOIGT PAULWILHEIM I ESH _ OE)�Z3�ZOZJ
<br /> r.�_.
<br /> � ^�� °a°��,���° 3. FRAME & LADDER OR STEPS OFFSET S0:
<br /> TYPICAL TRENCH SECTION A. CLEANOUT GATE IS VISIBLE FROM TOP. j
<br /> ;,
<br /> . ��, :
<br /> ' � � 614 sneet No.
<br /> � �'�, � B. CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE.
<br /> --- -.__.__-- -- -- ---------- -._- ---- --------�- -- ---- -------- .---------.-------------� --- ------- 4. STR U CTU R E S HALL B E A TYP E 2 CATC H BAS I N 54" M I N I M U M D IAM ETE R.
<br /> � Q �
<br /> � °� PIPE BEDDING .
<br /> , FLOW SPLITTER (SDCB #3) , , .
<br /> Know what s be�OW. 2 NOT TO SCALE 3 .
<br /> � C1I I before you dig. NOT TO SCALE
<br /> 6 of 10 Sheets
<br /> �+ �Y/
<br /> ��!� 9 ���� �..lk: :>.. i .., �.
<br /> DATE: May 18, 2018 FILENAME: Q:\2017\2170746\10_CIV�CAD1_SITE PERMIT\2170746-SH-DETL.dwg �EVIEWED FC�R P�i�i�i��i
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