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______ _ _ _ _ _ _ _ _ ____ .
<br /> __ _ _:_ _ i _ . _ _
<br /> ��.
<br /> ��.- .
<br /> PORTION OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M .
<br /> � �
<br /> HIN T N . ■ -
<br /> CITY C� F EVERETT SN � HOMISH COUNTY WAS G O _
<br /> _ __ ___ _. _ _ ____ ____ __ _ ._ ____ __ _ _ ___ _ _____ ___ ________ _-__ __ ____ ___ _____
<br /> � �
<br /> TACOMA � SEATTLE • SPOKANE • TRI-CITIES
<br /> NOTES
<br /> 1. W=MAXIMUM WIDTH OF TRENCH. FOR PlPES 15" 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> OR LESS IN DIA W=40'".FOR PIPES 18°OR GREATER 253.383.2422 TE� 253.383.2572 FAX www.ahbl.com wE6
<br /> W=1.5 X I.D.+18". PIPE MUST BE CENTERED IN
<br /> TRENCH.
<br /> Prolect Title:
<br /> 2. ALTERNATE SLOPING TRENCH WALL TO MEET '
<br /> �- EXISTING ;r\J� `�J �-l8J � 10� O.S.H.A.REQUIREMENT$(NO SLOPE$STEEPER THAN
<br /> � PAVEMENT / / � � � � 1:1 EXCEPT FOR ROCK). � � e . G LAC I E R
<br /> j; 6�� / � � �
<br /> ' � ;%� � %/ 18'MIN � 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL d L 1 O�] 3 P EA K AT
<br /> - .--�- \ � j� � BORROW AS DIRECTED.COMPACT TO 90% T 64 [ 171 ]
<br /> T Y / � � 'J� � MAXIMUM DENSITY.
<br /> _
<br /> � MIN. � RIVERSIDE
<br /> � - / / � T"'Mrr'-/r' ' 4 FOUNDAT ON GRAVEL F REQUIRED BYTHE
<br /> � � ' ' � � � ; ' ; � i�-- � , �.���_ , , ��� � � ----I ; --- ' ' ' ' ' ' 4 10 2
<br /> ,
<br /> .
<br /> � ' � � � � ;� � ENGINEER 70 REPLACE UNSUITABLE MATERIAL.
<br /> Eli , � _ _ r � �� � � I
<br /> � -
<br /> ' � `�� ��� ' �- ' a� � � , � �-� i I---I y���1 � � I I � � ` '-.������' SHALL BE FOUNDATION MATERIAL CLASS A,B OR AS � � L� ����
<br /> � ! =_�+�- � , , '--- ; ��_- / "" - ' ' APPROVED BY THE ENGINEER. C119f1t:
<br /> � �fl �T � ' - ' ' / ]
<br /> ' 80 [2032] PANATTONI
<br /> , � I I_._� � { � -3 � - � ____.__ 5. FOR ADDITIONAL COMPACTION INFORMATION SEE �,•• «� :• �J
<br /> � ' � � � ;��" I � �!-' �-"� � STANOARD DWG 615. .a> � �
<br /> -� i � ; ' 1,_�� / 1 Yr, .,w �
<br /> �-� I NVERT DEVELOPMENT
<br /> ' j" % i�� 6. IF DIRECTED BY THE ENGINEER THE TOP THftEE TO '=p y. ::i 'r«
<br /> /� 1 � = `�---2 FIVE FEET OF BACKFILL SHALL BE IMPORTED GRAVEL , � � /� � � B� COM PAN LC
<br /> �: .. 3.•• �.
<br /> % , � �r..__ :. �-� BORROW OR SUITABLE NATIVE MATERIAL .•�, •� a • ��•��;;, �� !-1
<br /> � � � �
<br /> ��� - COMPACTEDT095/MAXIMUM DENSITY. ; � � �.S�w"�r�.i.�,;.:�:•
<br /> 1 0 �� �. ,,•�f�3'!s'�t : �s
<br /> � - ��� !
<br /> � "i:.'�'w�•.'•4 � '' • 900 SW 16TH STREET
<br /> I � 7. 5EE CITY OF EVERETT STANDARD DWG 326 FOR � � /) [��] SUITE 300
<br /> , - PAVEMENT PATCH DETAILS. ', `� 4 r10 2 � RENTON, WA 98057
<br /> , ' L �
<br /> �I� %� ' T � 8. VERTICALTRENCH WALLS WITH SHORING TO �� �/�)�I . NOTE: + Actual Channel length is 81 1/4 [2064] to allow for overlap. CONTACT: DONNIE BELK
<br /> , CONFORM TO O.S.H.A.REGULATIONS. ��� � ��
<br /> � �� I
<br /> Job No.
<br /> 81 �� • ; 9 AREASADEORGROUNDSURFACEINNON-PAVED �II NCH DRAIN ZURN Z�VV�-HD SYSTEM
<br /> ,,, , TRE ( )
<br /> 2170746.10
<br /> : j 10. EXCAVATED NATIVE MATERIAL OR STOCKPILED �, � NOT TO SCALE
<br /> �-, � BACKFILL MATERIAL
<br /> ,`3; � // / , issue Set & Date:
<br /> // / // 11. FOR ALL TR£NCHING TRANSVERSE TO THE ROADWAY I
<br /> / w r`^, BACKFlLL ABOVE THE PIPE ZONE SHALL BE
<br /> i � p a CONTROLLED DENSITY FILL.SEE SECTION 3-9.6&
<br /> / �� W � 3-20.1 OF THESE STANDARDS. ' P E RM I T S ET
<br /> - �� a w
<br /> - �%�i � � 12. FOR UTILITY CUTS SUCH AS GAS,TELEPHONE,
<br /> �j /�/ , POWER,AND CABLE TV LONGITUDINAL TO THE
<br /> ROADWAY,BACKFILL SHALL BE CONTRdLLED
<br /> - -- _ _ DENSITY FILL.SEE SECTION 3-9.5 OF THESE 5/18/2018
<br /> STANDARDS.
<br /> 18" INLET
<br /> _ ,
<br /> - - � � -� �-- - -
<br /> � � � \��.,� ��=`-3' I
<br /> - ��-��,.� CITY OF EVERETT ; �xE�
<br /> ___ --- ; - ,
<br /> -- I �_ i � \ �^"`EVERE7T
<br /> ! `�- !4`� PUBLIC WORKS DEPARTMENT �r
<br /> i W(SEE NOTE1} � ` � _._ �5�23„�2017� '���'�F p�81��
<br /> -----
<br /> RVAN'ASS DAVID VOIGT PpUt WItHELM I„� ESH /no�ir�e rvo� � � � ��'�� ����
<br /> 1,tc w w I
<br /> TYPICAL TRENCH SECTION �
<br /> 614 ' � <
<br /> �
<br /> a
<br /> �
<br /> --__-_---- --------------------- � '
<br /> TRENCH SECTION � aa ��o �, 34858 w�
<br /> 8" WATER .c��, �rsTt�$° ti�'
<br /> 1 NOT TO SCALE SSI�NAL ��
<br /> QUALITY OUTLET
<br /> � -_ _�.__� _-- _��________'___._ __- - _�_ '-_-._ � ° OS/I8/2O/B
<br /> NOTES
<br /> a
<br /> i. W=MAXIMUM WIDTH OF TRENCH.FOR PIPES 15"
<br /> OR LESS IN DIA W=40".FOR PIPES 18"OR GREATER ✓ �
<br /> W=1.5 X I.D.+18". PIPE MUST BE CENTERED IN � `��
<br /> TRENCH. �H" HIGH FLOW
<br /> 2. ALTERNATE SLOPING TRENCH WALL TO MEET BYPASS
<br /> �__,. -_\ �~� � `_�, NOTiCE
<br /> EXISTING �� 7 l �6 r 8) � 91 F-�10� O.S.H.A.REQUIREMENTS(NO SLOPES STEEPER THAN Km�,na a�n�s ooa�o�TsuuN�,�n,�t�y►�
<br /> �%� PAVEMENT / �J ` � �" � \`� �� �� 1:1 EXCEPT FOR ROCK). ��T����n�
<br /> i ;�_5"� �� � � �' � OMERSF�R11115 N IL 116 DOQIIENT IS FOR USE
<br /> , � � ' pLY FOR 7FE PRQECf�EIfiFID N 1FE 7111E gDQ(
<br /> ! I I � % � ' 1S"MIN j 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL ���ro����,��p�
<br /> - i -- __ - ;- BORROW AS DIRECTED.COMPACT TO 90% �oanar m nur�cr aa w��wr mrat rao�cr.
<br /> ' � / � /� � � MAXIMUM DENSITY.
<br /> � , > ��
<br /> /' /`
<br /> ' i j ; � � - E �-- ! 4. FOUNDATION GRAVEL IF REQUIRED BY THE < a
<br /> � � �1_ � -� � /,; / � � _
<br /> � � � � / { � v - � f '--�
<br /> _. _.� '� / �� � � � � � a � �� � ENGINEER TO REPLACE UNSUITABLE MATER AL. �
<br /> - " - I
<br /> � �� � � ` i � - j-� '--�- ,,'� -- , ' � . � ' SHALL BE FOUNDATION MATERIAL CLASS A,B OR AS � d� � � �� �a
<br /> <
<br /> � �< ,� �
<br /> � � -�� ` �- f i -- APPROVED BYTHE ENGINEER. ,d
<br /> ` i ,__ / / I i � � / 0.5� OPEN TOP
<br /> � ' - . � � I �-{ � � 1 5. FOR ADDITIONAL COMPACTION INFQRMATION SEE OPEN TOP 1� MIN. MIN.
<br /> '- � -"�; ;/� / / ��.-_i'- � STANDARD DWG 615. "�
<br /> / E � �___.I / 1
<br /> j� � X �' �. �� R i�� 6. IF DIRECTED BY THE ENGINEER TNE TOP THREE TO � ' ' `
<br /> , � 1 i , �� v� �-(Z J FIVE FEET OF BACKFILL SHALL BE IMPORTED GRAVEL 1� MIN.
<br /> ' � �� BORROW OR SUITABLE NATIVE MATERIAL
<br /> � �/ 1 / � �-- ' ! ! - C d M P A C T E D T O 9 5%M A X I M U M D E N S I T Y. � j
<br /> �_i
<br /> y�, ' 18" HIGH ; ; �
<br /> �% ' ; � a 7. SEE CITY OF EVERETT STANDARD DWG 326 FOR i �
<br /> _ - PAVEMENT PATCH DETAlLS. FLOW OUTLET i i �
<br /> � �
<br /> INLET
<br /> � ' 8. VERTICALTRENCH WALLS WITH SHORING TO ' �" PIPE i �8" WQ OUTLET
<br /> % � -- � , CONFORM TO O.S.H.A.REGULATIONS. n
<br /> �%' , ,
<br /> � I.
<br /> C8�r � i��j� � � 9. SUBGRADE OR GROUND SURFACE IN NON-PAVED z
<br /> `" ,jC'� � AREAS. �
<br /> N
<br /> ��� � ' 10. EXCAVATED NATNE MATERIAL OR STOCKPILED + �
<br /> �-� i , � BACKFILL MATER{AL. �T�'
<br /> �3 r � � � � � z � Revisions:
<br /> � 11. FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY OPEN BOTTOM
<br /> / / � w � BACKFILL ABOVE THE PIPE ZONE SHALL BE a., �
<br /> � z iD CONTROLLED DENSITY FILL SEE SECTION 3-9.6& N PLATE WITH
<br /> � / I'i � � 3-20.10FTHESESTANDARDS. �Qa �j.� 5�� ORIFICE Sh9@t Titl9:
<br /> ��� i : � Q- W . . . . , � a, . .
<br /> i i�� I a vwi 12. FOR UTfLITY CUTS SUCH AS GAS,TELEPHONE, � ^ � ° �°
<br /> -l-i /j // � POWER,AND CABLE N LONGITUDINAL TO THE SDCB #3,Q FLOW SPLITTER, STO RM D RAI NAG E
<br /> ; // , / ROADWAY,BACKFiLI SHALL BE CONTROLLED ��
<br /> -�; /� ' ' � � _ __II DENSITY FILL.SEE SECTION 3-9.5 OF THESE TYPE 2, 54 4�
<br /> ;_._.__-
<br /> � DETAIL
<br /> _--,--t, , STANDARDS.
<br /> _ ,�
<br /> =-) � � NOTES:
<br /> � -,� %`��`� � �� � 1 . PIPE SIZES & SLOPES, PER PLANS.
<br /> : CITY OF EVERETT
<br /> ; � � �.�.- Desianed bv: Drawn bv: Checked bv:
<br /> ,,,
<br /> -, y-� 2. METAL PARTS:
<br /> -�� � I �' 'a` �EVF�E� PUBLIC WORKS DEPARTMENT
<br /> � ' w(sEENorEi) �� �/ A. CORROSION RESISTANT OR GALVANIZED OR ALLUMINUM TYPE 2. BEB BEB/TDW STK
<br /> �` "" ` " - ' �` �ef `"°"„°°g°` '"`"� `°"e°' B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT
<br /> =f
<br /> ;.
<br /> � Rvavs�ss ,oaviovoi�r aau�wi�Heim esN 06�23�2017
<br /> ��F
<br /> _�°��°�°°���„° 3. FRAME & LADDER OR STEPS OFFSET S0:
<br /> ;` Q � � TYPICAL TRENCH SECTION f 614 A. CLEANOUT GATE IS VISIBLE FROM TOP. Sheet No.
<br /> o � B. C�IMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE.
<br /> ._____ ___.--- ----_.__.._- -- . _�__--------. ---------------- -��____.-___ _ ___. �-- ------_ __._ __ .______ ,.___._ _____--_ ____ _.,------� __�-- --- 4. STRUCTURE SHALL BE A TYPE 2 CATCH BASIN 54" MINIMUM DIAMETER.
<br /> � a �
<br /> � �� N
<br /> PIPE BEDDI G FLOW SPLITTER (SDCB #3) ,
<br /> Know what's be�OW. 2 NOT TO SCALE 3
<br /> NOT TO SCALE 6 of 10 Sheets
<br /> C111 before you dig.
<br /> DATE: May 18, 2018 FILENAME: Q:12017�2170746\10_CIV\CAD\_SITE PERMIT\2170746-SH-DETL.dwg
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