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.�� 1/4, SE 1/4, SEC. 30, T'.2�, R.�5., W.M. GENERAL NOTES
<br /> Cl�1 �l�' � P��,.�.���, WA�5I�I1llG�'pN 1. STORMFlLTER BY CONTECH STORMWATER SOLUTlONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 907-8676;
<br /> ELKRIDGE, MD (866) 740-3318.
<br /> . 2. FILTER CARTRIDGE(S) TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF
<br /> � � CARTR/DGES ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR lN DATA TABLE BEL�W.
<br /> �� ��,2 � � � � r � _ � 3. ARECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL REFLECTS DESIGN INTENT ONLY.
<br /> � i � l _ _ _ _ _ � CTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE W1�L BE SHOWN ON PRODUCTION SHOP DRAWING.
<br /> / � _ � 4. STRUCTURE AND AGCESS COVERS TO MEET AASHTO N-20 LOAD RATING.
<br /> \ / / / � � 5. STORh9FILTER REG?UIRES 2.3 FEET OF DROP FROM lNLET TO OUTLEI: 1F LESS DROP /S AVAl1�IBLE, CONTACT CONTECH
<br /> � -- /- // EX. MOUSE ,�� � STORMWATER SOLUTIONS. M1NlMUM ANGLE BEIWEEN lNLET AND OU7�.ET IS 45'
<br /> \ i �
<br /> 6. INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROV/DED 8Y CONTR,4CTOR. PRECAST MANHOLE STORMFltTER EQUIPPED WITH
<br /> � / � \ � �' � � < a . A DUAL DlAMETER HOPE OUTLET STUB AND SAND COIJ�IR. E1GHT INCH DIAMETER OUIZET SECTION MAY 8E SEPARATED FROM
<br /> g � / � a� , a OUTLET Si�UB AT MOLDED-IN CUT 1JNE TO AGCOMMDDATE A 12 lNCH OUTLET P1PE. CONNECTION TO DOWNSTRFAM PIPING TD BE
<br /> gg� \ "� // � � � / � � � D� CONTRACTOR.A �EXIBLE COUPUNG OR ECCENTRIC REDUCER, AS REQUIREO. COUPUNG BY FERNCO OR EQUAL AND PROVIDED 8Y
<br /> � \\ \ � �/ / ° 4 �° � I ��� 7 SD�UTID� MINlMUM CLEARANCE FOR MAfNTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH STORMWATER r�E sroxMw,ar�r�ac��vr
<br /> � __. �_� / � a. i NS FOR OTHER OPTlONS StormFrlfer�
<br /> � 8. ANTI-FLOTATION 8,4LL4ST TO BE SPECIFlED BY ENGINEER AND PROVlDED BY CONTRACTOR, 1F REQUIRED. Q,4CtAST TO BE SEf uS PAi'ENT No. 3,322,s2s,
<br /> AROUND THE PERIMETER OF TNF STRUCTURE. No. 5,�0�,52�, �to. s,o2�,639
<br /> �\ � - � / --- _. _ ------ - 24LF O�0.84�- - � � c� � Q
<br /> No. 6,&49,045, Nn. 5,624,576,
<br /> ' � / �2" �D �'4B} ° ' a 9. ALL STORMFILTERS REQUIRE REGUTAR MAINTENANCE. REFER TO OPERATIDN AND MAJNTENANCE GU1DEtINES FOR MORE INFORMATION. �D OTffER tl.S.AND FQREIGN
<br /> 6 i�f�H SOLlO WOOD EXlST. WATER Lil��E \ �1��_L� ��- �'`,;� � PA7EM5 PENOlNG
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<br /> , , , , \ � \ . � „ , 1E=441.32 (S AB) N: 52f0.87 , m°'`' ' ��RlAI=445.70 �AB) �
<br /> 20 10 0 20 40 � _�X S89�9 21 E 177.76 IE=44 i.22 (f��AB) : 4941.84 � " � � �`� .
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<br /> 48\ � '� -� W � � -- �p� ' � - -- --- / ' J ��_� -+.�.=�4;��:--54 (E) � RETURN PERIOD OF PEAK FLOW rs �OOYR
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<br /> PVBLIc wo�s
<br /> UTILITIES ORA/NAGE DEPARTMENT
<br /> A PUBtIC WORKS PERMIT IS REQUIRED PR10R
<br /> TO STARTlNG ANY CONSTRUCTION ON THIS
<br /> ',v,�,- .�`, �VQTES.' CITY ENGINEER PROJECT. APPROVAL FOR TH1S PROJECT 1S
<br /> ' CONOlT10NAL PER CURRENT STANDARDS AND
<br /> . lNIS PROJECT MUST COMPLY WITH GURRENT C11Y QF EVERETf BUlLD1NG CODE AND SPRINKLER EXPIRES UNLESS
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<br /> 2 . �
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<br /> `�` �''� - w � ANY BROKEN OR DAMAGED SIDEWALK SHALL BE REPAIRED/REPlACED PER CI]Y OF PUBLIC
<br /> � ' 1 WORKS lNSPECTOR.
<br /> � � l AS-BU1tTS OF STORM, SEWER, SANlTARY SEWER AND WATER SYSTE
<br /> �� 5 � ,., ` ;.: ,: MS WILL 8E REQUIRED TO
<br /> BE SUBMITTED PER CI]Y DESIGN & CONSTRUCl70N STANDARDS & SPECIFlCATIONS FOR
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<br /> • " `'''''`•'. DEVELOPMENT.
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<br /> ���E ~ gY 3630 COLBY AVE.,
<br /> . ��� ��� � �� 3�� EVERETT, WA 98201
<br /> � �`'��''"'� � � '� 425 303-93 _
<br /> ( ) 63 (425) 303 9362 FAX
<br /> � S'TORIYI DRAINAG�'NOT�',S.' INFO@INSIGH'TENGINEERINGNET
<br /> ��~p�' �'�8 ���N 2" COMPACTED DEPTH CIASS B ASPHACT
<br /> UTILITY C4NFLICT NOT�'.' ��� �� 1. ALL WORK AND MATERIALS SHALL CON SITE ADDRESS: 12728 BOTHELL
<br /> FORRI TO CIlY OF EVERETT STANDARDS AND/OR EVERETT HWY.
<br /> 4" COMPACTED DEPTH CR SURFACE �ER� �A 9�208
<br /> CA UTIQN,' �'4'� ' '� "'' � �� ` ` � TOP COURSE VYSDOT/APWA STANpARD SPECIFICA)70NS AS APPUCABLE.
<br /> 1 REV. PER C17Y OF EVERE7T JNf� �0-04-07
<br /> r e��N �,s� �u�Acu�c 6" COMPACTED DEPTN GRAVEL BORROW 2. NO PART OF THE DR,4tNAGE SYSTEM SHALL BE COVEREO, CONC�4LED OR PUT INTO TAX ACCOUNT N0.'S: 28053000400f00
<br /> THE CONTRACTOR SHALC BE RESPONSIBLE FOR VERIfYlNG THE LOCATION, ro� ��� REY. N0.
<br /> (MENSION, AND DEPTH OF ALL EXlST1NG UTILITIES WHETHER SHOWN ON THESE ����� �,��.
<br /> USE UNTIL IT NAS BEEN TESTED, lNSPECTED, AND ACCEPT�ED BY THE CITY. DESCRIPTION INI17ALS DATE
<br /> PLANS OR NOT, 8Y P01NOtlNG THE UT1LITlES AND SURVEYING T'1-!E HORlZONTAt � „�,
<br /> AND VER77CAL COCATI4N PRtOR TO CONSTRUCTION. THtS AND THEN SHAL� � TYPICAL PA T�ING SE TI 3• APPROXIMATE LOCATtONS OF EXIST�NG UTlUTIES HAVE BEEI� 08TAtNEO FROM AVA/LABCE
<br /> lNCLUDE CALUNG UTIUTY LOCATE � �-800-424-5555 POTHOUNG ALL OF THE C ON RECORDS AND ARE SHOWN FOR CONVENIENGE. THE CONTRACTOR SHALL BE R.
<br /> EXISTING tIT'ILITIES AT LOCAT�ONS OF NEW UTILiTY CROSSINGS TO PHYSlCALLY CElYlENT CONCR�'TEDRIV�'WAY 3 NOT TO SCACE REF C/TY STD 3-5.2 RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOlD DAMAGE TO ANY � �A �
<br /> ADDITIONAL UTILITIES NOT SHOWN. !F C�NFLICTS WITH EXISTING UTILITtES ARISE DURING �.� �� S'�t� NE 1/4 SE 14 SEC. 30 T.Z
<br /> ERlFY WHETHER OR NOT CONFUCTS EXIST. LOCATlONS OF SAID U�7LlTIES AS ' 8
<br /> N.T.5 � � � / , , ,R.OS., W.1V�
<br /> SHOWN ON THESE PL4NS ARE BASED UPON THE UNVERJFIEO PUBUC CONSTRUCTION, THE CONTRACTOR SHALL NOTIfY THE PUBLIC WORKS INSPECTOR AlVD � G>
<br /> INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLiCTS SHOULD OCCUR, (SEE S7D pWG 307) ANY CHANGES REQUIRED SHALL BE APPROYED BY THE C17Y ENG/NEER PR�OR TO �e '�'� ,,� E
<br /> THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
<br /> COMMENCEMENT OF REL4TED CONSTRUCTION ON THE PROJECT. � � � VER��'T OFFIC.�.B UI�DING
<br /> � RESOLVE ALL PROBLEMS PR10R TO PROCEEDING W11 H CONSTRUCTION.
<br /> 4. ALL ST4RM DRA1N WORK MUST BE STAKED BY SURVEY FOR UNE AND GRADE PRIOR TO � >> 4 DWG FILENAME DESIGNED BY• DATE: SCAtE: JOB NO.:
<br /> STARTING CONSTRUCTION. o�'� 3649 ti ,�t� _
<br /> L TWn (2) �I�SI��SS DAYS G g oso3,8.dW �_ �
<br /> t�s I S T E �ti 9 BDK 7-23 07 1 -20 06-0318
<br /> EFO.RE �'QUDIG 1�800�424-SSS�
<br /> 5. RESTRICTOR INSTAL[ATlON SHALL COMPLY WITH CITY STDS 412 A, B & C. st�Aj" �� SHEET
<br /> AS-B tI1LT C3
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