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<br /> CITY OF EVERETT DRAINAGE NOTES: '�N"
<br /> �.",�►..,_ '
<br /> S EC. 29 T29 N . R5 E. W.M. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED. CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br /> f ! ! TESTED, AND ACCEPTED BY THE CITY OF EVERETT
<br /> American Property Development,Inc.
<br /> 110 110th Avenue NE suite 550
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF Be��evue,WA 98004 , :
<br /> WSDOT/APWA.
<br /> i
<br /> o ' SSMH #1 � � �`
<br /> � � �, �, ; / Q `/ , �� _ _-f� 3. APPROXIMATE LOCATIONS OF EXISTING UTILIIIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> ' � � � -- 48"� TYPE 1 MANHOLE WITH HINGED FRAME AND COVER-- Ta-= � � s_�p�H'----'=--Z3H-`- ��-----�H--��-�ry i _�H _�N _OH -O�`---�OH�, �' �`��/ ANY ADDIT10NAL UTILITIES SHOWN.SHF CONFLICTSWITHBEXIST1NG UTiLITIES�RISE DURING CONSTRUCT10NOImEAMAGE TO
<br /> �`- ----
<br /> ; �--�H -_-yOHe�-Ohla � - � -�'i_ ° l �` � \ ° � g+� . a ; �
<br /> �-° -�- -- CHANNEUZE BOTTOM STRUCTURE TQ WEST, PLACE 8 - --� � � �I �(�}-- S r SD -----SD -----SD-----SD-----SD � � \ :� CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHAIL BE APPROVED BY THE ;�
<br /> �_e_�H_____�H__.___aH 'rzpH--:�- � � r � �' � '1 CITY ENGINEER PRIOR TO COMMENCEMENT OF RE�ATED CONSTRUCTION ON THE PROJECT. �
<br /> --
<br /> __ ___ __ � cn KNOX OUT ON WEST SIDE OF STRUCTURE FOR FUTURE USE. � �'" ' � o
<br /> ; �
<br /> __ _ _ ._._ _.__ __. .___ __._ _ -- -.__ ___ _ __ __� � � � �,-, , +- � � -� .-__�-
<br /> a � PER DETAIL 605 AND 610, SEE SS-02, SS-03 � -- ---- -- --a � ; ; � 3 � �
<br /> � = RIM:92.93 ,��x� ^ ; � Q � �---;G-----G-----c- EX SSMH #1 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEYOR FOR UNE W Z
<br /> ' ss-�' AND GRADE PRIOR TO STARTING CONSTRUCTION.. (� W Q o
<br /> 32N D ;STRE�T IE IN:�6.54 (8� S� ; ; ; � �; ;
<br /> _ , IE IN:76.54 (8° SW) � - - - - - �' 23�00 ' ; � ; � � P � 3
<br /> ,,�,�, �� _.___._______ �-�,�-_.._ �-
<br /> 21+00 � � � IE OUT:76.21 (12" E) -� --��s \-y--��--�-�-�=`«---�f-������""�J ~� J 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE. DRAINS TO RIVER." Q � W M �
<br /> - --+- - - - , - - , o ,., �� 0 20 40 `
<br /> �� � i i � W Um0
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<br /> ; ; z . , � �k sTA:16+64.3,, �5.00' LT� -�=- - - - ' °- � �� #' __ GENERAL STORM DRAIN NOTES:
<br /> � ;
<br /> � JN W
<br /> � � ` SCALE IN FEET J �""
<br /> „ „ �' ,� _� � ,� STA:16+42.51, 38.42' RT Dq -._, - � � � Z ��a
<br /> ' � _ ��� ; ,rE � 8 STORM CLEANOUT AND 8 WYE , �� ', �'� 1 �° ��� � � ' � ���
<br /> cv ;' � ; �_� ����� � r� t a�� � CONCRETE INLET
<br /> � � �
<br /> cv�.___��_____�_____�_;_ __� � , --�- r-=�---y��--- -iPER DETAIL 421, SEE SHEET SD-03 - --G -�- --�- - ;' , �� „ ' � i 1, PIPE MATERIALS, JOINTS, AND PROTECTIVE TREATMENT SHALL CONFORM TO �N�
<br /> `; � �
<br /> ��� � CONNECT TO EXISITNG 6 STORM PIPE � �.�-� � N w m�
<br /> D4 ; - - -, ; ' �,' RIM:93.54� � ' '�;-,� , � THE REQUIREMENTS SET FORTH IN SECTION 9-05 OF THE WSDOT/APWA z Z o
<br /> � �� � , a - - ---� RIM:89.92 a- ----- . w �
<br /> ' ' ' , ' a ;_ IE IN:76.64 (8" S)� a � ; _� ',`a° . � '; � �,. � � IE OUT:88.90 (6" N� ---G-----G-----G- G ,a � c�- 4 4 �. . U � g M
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<br /> STANDARD SPECIFICATIONS
<br /> - - -;-� e , .-, - -- a � �o� a;" a ` , IE OUT:76.64 (8° NE) � . � a
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<br /> ' =-°-�=`-� �` .� a � o ,- � , �; � T H E F O L L O W I N G M A T E R I A L S A R E A L L O W E D F O R U S E I N T H E C I T Y, (n g
<br /> � ! � I :� ° � ' ',' i 'e .- `� . a . a ° � � , a a ,, � �..�_�._ ; ; G� .� � � __ _ -DUCTILE IRON PIPE , LEGEND a
<br /> � I � � , , �. '� ,' 3 � a� , .--�� � � ' � -PVC PIPE (SDR35, ASTM D3034 WITH 3 COVER MINIMUM m
<br /> f� �� I � � ' , . 2 ',.�`�� �' �'� Q �• I � < � .� � �
<br /> i , I � � ; , r a ^,_ __��.- .� , , I (-I� � f� ;T�,�j -CORRUGATED HIGH DENSITY POLYETHYLENE PIPE, WITH SMOOTH
<br /> , ., .
<br /> - - ' ( �,', - A - 6 � + � ; � � d a INTERIOR - - - - PROPERTY LINE
<br /> - - - - � -- _ _ ---.. - �
<br /> 16 �0 � ` ` �
<br /> 15 0 ; '; , � � ' ��. � � a�� i 3 �' a �� _
<br /> � , l , , (j� 2. COUPLING BANDS SHALL BE OF THE SAME MATERIAL AS THE PIPE. � PROPOSED STORM LINE, D.I.P. CL 52
<br /> 11
<br /> � ` �� � � � 59 LF 0� 8" � ,1.50� �' ;� a. � ' � � � '
<br /> ��� �' , ' �; ; , , " � , �� � , � � 3. 6 INCHES MINIMUM VERTICAL AND 3 FEET MINIMUM HORIZONTAL � CONCRETE INLET 1MTH FRAME AND coP�icHr �c zoos, ALL RIGHTS RESERVEO
<br /> � i ,:f � _ , � • STA:16+07.90, 0.00 �(� � , ; � . ,I � - � VAINED GRATE
<br /> � � � �� � r4- , ; STA.15+53.05, 0.00 ; 2-45' BEND (FLxMJ) ,; �a a �, , ; ( � (I � STORMADRAIN PIP S ANDTOTHER UUTILITY P SPES L AND CONDUITS,B E T W E E N PER DETAIL 401 SEE SHEET SD-02 SUBMITTAL/REVISIONS
<br /> Y� � I, �- , �, F L O W C O N T R O I S T R U C T U R E • R I M:7 9.2 1 � � , -;--�----�c
<br /> ' " ;E s � -�-�-----G Q �) e a . a �/ � DATE DESCRIP710N
<br /> _ _ _ _ , I � �`� ,, '� PER DETAII SEE SD-03 IE IN:77.30 (8 W) �� � � �.., ,; a i/' �' 4. A L L P V C C O N N E C T I O N S T O C A T C H B A S I N S O R M A N H O L E S S H A L L B E M A D E o EXISTING INLET BASIN 1 1 0/1 6/1 7 C I T Y C O M M E N T S
<br /> - - �a I , � . � '< COORDINATE LOCAl10N IE OUT:77.30 (8 N) a ; � � €' i/ BY GROUTING IN AN APPROVED MANHOLE ADAPTER INTO WHICH THE PVC
<br /> �. � i �� + 't WITH STRUCTURAL PLANS , t , �' ��1+ ` , , � ; � ca ° � � � EXISTiNG CATCH BASIN
<br /> , o a1 � , � , �'RIM:83.35 M , , � 3� � �i � o � �� d � PIPE IS INSERTED. ❑
<br /> � � o � i ' ��� �'� ', �', IE OUT:78.12 (8 E) � � , � � � , ' `� ,
<br /> , ; ' � � � I
<br /> � '� ' ; t�' + ' , � - � �,� � � "f 5 BEDDING FOR PIPE IN TRENCH SNALL BE PER DETAIL 615 ON SD-02 -----So -----s� - EXISTiNG STORM LfNE
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<br /> �. o- !--ss � � � � � � , ', � �, ' ,s�, � M� � ",--'� � +! °� 6. NCH SECTION DUCTILE IRON PIPE SHALL BE PER DETAIL 614 --___�y v a___W____s W_ EXISTING WATER LINE
<br /> � TYPICAL TRE
<br /> ' ° ,�'� ON SD-02
<br /> - - - - - - � � � i �� �, 6, � � �� l� � " ' � :; � Ijf -----ss ------ss - EXISTING SANITARY SEWER LINE
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<br /> ;� � ; ' � , '�, � ° ��, '�, ��, � ��� � ; `, � �;� � � 7. TYPICAL TRENCH COMPACTION SHALL BE PER DETAIL 620 ON SD-02
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<br /> , i , ? � � �, , � �, � , , � � � ,, ---- �-----�-----�- EXISTING GAS LINE
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<br /> � ° NSTRUCTION NOTES:
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<br /> _ _ _ _ � � � i� °�, � '�., ''-., `�-�_,_,_�., `, , ; � 3 � , _ _ �;, 1. STORMWATER DETENTION VAULT, SEE STRUCTURAL PLANS. --'-'OH-----OH EXISIING OVERHEAD POWER LINE
<br /> , ! - - - - � ; ' ; � � � 2 i� � �
<br /> - - , � ���?�, '-. " ��, �'� '�, a, �� � , , '> i , � , � � � -----P-----�--_--�- EXISTING BURIED PON►ER LINE
<br /> ; ; i j � � � � : +?.� ``�� I c? � + � I �� 2. SEE TYPICAL PERIMETER SOIL NAIL WALL DRAINAGE DETAIL, SEE STRUCTURAL
<br /> �, i • , , ;I� � p ; � � � � � `� � � PLANS. FOOTING DRAIN, SEE ARCHITECTURAL
<br /> i � - - �� � , � � � � � ,�
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<br /> --- s � � ,` ',, a , ,' � , " '`` � � � - , � I ` _ , ; FD AND PLUMBING PLANS
<br /> �. , ,�, , + , a � a� ; c� � , ;� d���/.1`���_' 3. STORM DRAIN PENETRATION THROUGH FOUNDATION WALL, SEE STRUCTURAL PLANS.
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<br /> \ � \ , � ,� . 4. .
<br /> J� i a � � � � �� � � `. a 4. SOLDIER PILE WALL SEE STRUCTURAL PLANS.
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<br /> � ; �, ,' ' 4 �� ;;' d �H , � ; I� � /� 94.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . �;� . . . . . . . _ . . . . . ' . . . . . . 94.0 �
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<br /> f , 92.0 92.0 � Z
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<br /> � ; � � i��; o , � °. V/; 90.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . - , . . . . . . 90.0 Q � �
<br /> '�� 2 , a ��a ,� � z , �, �� ,y ��, ,�,� STA:16+64.31, 5.00 LT (�
<br /> ' � � � � a � 'a'= Et'` � °a � ;' ;I ; `;-`_�` - - - - - - 8" STORM CLEANOUT AND 8" WYE � � Z
<br /> ; ' �R ,' , � �� � °� �' _�� � � 3��°. i[� ; 88.0 . . . . . . . . . . . . . . . . . . : .(�. . . . . . . . . . . . . . . . .PER DETAIL 421, SEE SHEET SD-03 . . . . . . 88.0 �
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<br /> ' �' ii , o,� -�'' �; �a�� _ ;--;--c� ___G i� � 84.0 . . . . . . . . . . . . . . . . . . , .��. . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . 84.0 O
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<br /> - SHEET TITLE
<br /> � � PR07ECT'u coN ITIONAL P R 0 5 10 mE LOCATION AND PROTECTION OF ALL EXISTING �, �
<br /> � � Tw►F CURRENT CIIY STANDARDS AND UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o � �v
<br /> ^� EXPIRES UNLESS � ~ S D 01
<br /> ^ � SCALE IN FEET LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE F`s RFcisTea � �,� -
<br /> � W cm GiNe�R �F�RM�1$SOER�CONSTRUCf20NH�S UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 `sjONAL ��
<br /> �;� -- ~-�--------�•- �� ~�� ' A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 12/19/2017
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