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<br /> RODL.AND TOYOTA
<br /> SECTION7 , TOVVNSHIP28N , RANGE5E , W. M . Z
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<br /> 0
<br /> - - L=22.47' - - - - ••
<br /> N 89'01'40"W - - - •
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<br /> . •
<br /> U
<br /> R=14.00• MADISON . • • •
<br /> - r' '-'' I A=91.56'33* cD1 :
<br /> CB #2
<br /> M ;. ., EX. CB CB #3 STORMFILTE CONNECT • • •
<br /> C
<br /> RIM = 453.3 GRATED LID RIM = 443,6 TO EX. CB B C
<br /> ------ - = 443.6 = •
<br /> •
<br /> :
<br /> IE 450 08 RIM o IE 439.92 2 2
<br /> I -_H1-4.- N 86'22'22 W •
<br /> •
<br /> a 61.51' 45 • OUTLET STUB
<br /> c �I. D=9740'07"R=24.00' L=40.91' (SEE NATES 4i5)
<br /> - �, WALL
<br /> ' ' , _ ', 1 1r
<br /> I 0 ~I. TOVLA5
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<br /> �'J Ilir
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<br /> 109.12'
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<br /> TvFc .., .80805'. lif 1 -I •• \ ��• iii 8888888. . .
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<br /> 44ii 30 LF I 66 PSG S 6718'39•E I �, t N� 0
<br /> ' 8 10.77 � ) �.12 LF 8„ PVC I ,I� 8 Pg" pV o •• \ ~(TYP) `! ?/
<br /> S = 0.0350 FT/FT I aD OVHD CB #1 I N 8.08'34"W : ��- "'�:�'
<br /> illi
<br /> + SOLID LID I 7.58' ,`- --- I ! ..�_.'y„an.,oda
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<br /> ' RIM = 4�4.2 / Vii"r'
<br /> ®� _ w, •
<br /> q - �' 7 F4.2 E„--I I~ SCUM BAFFLE) 43 '.Q
<br /> _� CB #4
<br /> REINFORCING BARS .s•'err' �•
<br /> INLET STUB
<br /> (SEE NOTE 6) 0, �s
<br /> IE-455.6 b GRATED LID _ 444. 6" •
<br /> G
<br /> a - 2 : (SEE NOTES `?s`O r CF �'
<br /> © .' RIM = 453.0 DOWNSPO T
<br /> 44LF8 PVC
<br /> PARCEL V I'z IE = 450.5 DRAIN
<br /> S=0.0050 FT/FT 66 LF 2-CARTRIDGE CATCHBASIN-PLAN VIEW 1
<br /> T15 56 LF 4" PVC S=0 8 PVC T
<br /> OVHD �I' • (�LL O 44 ,--T. FT 4'0 OPENING
<br /> y cc S = 0.0911 FT/FT w - . >
<br /> SLOTTED DRAIN W ;� 440- CB #2 • CL - INLET GRATE
<br /> . P
<br /> ELE V=456.6 O 11 , NEW BUILDING ADDITION � CB #3 - Z
<br /> cr O 0P R if GRATED LID. RIM STORMFILTER
<br /> SOLIDCB LID : • csEOUTLET
<br /> No ss4€s (ACCTSs coven I/z
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<br /> Q cr SERVICE SH
<br /> a
<br /> Qp z • RIM 443.6 J o RIM = 444;2 6
<br /> - IE = 441.3
<br /> C9 p >> ;: ' IE = 441.52; o o IE 440.87 _� i�
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<br /> OHP ®� PARCEL B 1:, I~I, El-
<br /> I� II
<br /> U1
<br /> CONCRETE COLLAR.
<br /> �; , ' : • :• :NEW IE = 439. I IL, ie I I III- _l_ see NOTE G)
<br /> , 111..;: . .:_ _ N 81'20'45"W • I���• STORMFILTER
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<br /> PER
<br /> CLEANOUT
<br /> SIDEWALK EASEMENT R CARTRIDGE MI?) I�
<br /> REC.NO 9506200363. SEE NOTE 2) ♦`//
<br /> _ 128.49' 1 D_ ', ACCESS PLUG
<br /> �lI 1 0 ON WEIR WALL UNDERDRAIN
<br /> III CO CD In MANIFOLD C:(
<br /> N 0.3F;
<br /> 79.36' r>
<br /> t( 2, I 2,_8„ 2,
<br /> ~-INSIDE INSIDE INSIDE Z
<br /> 1 , tb Ln Z
<br /> --_ 1 OUTSIDE
<br /> 2 CARTRIDGE CATCHBASIN-SECTION VIEW A "E::04R,M,WATERMANAGEMENTStorm,Iter® 124::::(....."
<br /> UPATEN'No.5 322,629,) r LLNo. 07,527 No.6 027,E7Nr 0T00 1 00 No. 0048,No 5 624,576,
<br /> O , 5'UTILITY EASEMENT PER AND oPATENTS PENDINGFORE GN
<br /> �? REC.N0.1339042. ®2006 CONTECH Stormwater Solutions
<br /> o T CB #3 - EX. CB PROFILE A..1\ITCALJ® STEEL CATCHBASIN STORMFILTER oRAWINc Q
<br /> 1 = �������� ��� PLAN AND SECTION VIEWS
<br /> .0 SCALE V 1" 30
<br /> T H 1' = 3' STORMWATER
<br /> ^� STANDARD DETAIL-2 CARTRIDGE UNIT
<br /> Q ( ' 1 N 8'39'15"E SOLUTIONS.. 1/3
<br /> 1
<br /> 'A 1 235.09, conleChstOmlwatar.com DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF2-S-DTL I DRAWN MJW I CHECKED:ARG
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<br /> - i w ■ GENERAL NOTES Q No cco o,
<br /> jCO
<br /> -I _' GHP. STORMFILTER BY CONTECH STOKMWATER SOLUTIONS;PORTLAND,OR(800)548-4UU7;SCARBOROUGH,ME(877)907-8676; Q
<br /> ..., PARCEL A ' 1 4 0 OP LINTHICUM,MD(866)740 3318
<br /> M ENING 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-GLEANING. W >
<br /> N
<br /> 1' PERMANEN POOL 3)57EEL STRUCTURE TO BE MANUFACTURED OF./4 INC STEEL PLATE.
<br /> T 4)STORMFILTER ESQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET, INLET SHOULD NOT 55 LOWER THAN OUTLET.INLET(IF
<br /> 'OHP - p -_ 2 ELEVATION J
<br /> APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR.
<br /> 5 /4 -•1111/1
<br /> IS I5 INCH"5 IN DIAMETER CONNECTIONOTLETPIPING.STANDARD OUTLETAN LII "-' `►-
<br /> 5)CBS/EQUIPPED WITH 4 INCH;APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND
<br /> • �' STUB IS 8 INCTES IN DIAMETER.MAXIMUM OUTLET STUDc TO COLLECTION PIPING C W
<br /> BE MADE USING FLEXIBLE COUPLING SY CONTRACTOR Y
<br /> 9 Q I�� VARIESA)FOR I1-20 LOAD RATING,CONCRETE COLLAR IS REQUIRED.CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO 5EO O O O r 2'-3 5/6' - 2'-3 5/8"MAX. V w® 1 ig PROVIDED BY CONTRACTOR. O LU
<br /> ` • INFORMATION. RS REQUIRE REGULAR MAINTENANCE.REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE N
<br /> 7)ALL STORMFILTE ` F v �L
<br /> 1. SIDEWALK EASEMENT PER
<br /> Ir REC.NO.9506200363. , , 07
<br /> -�1- ourLErsruB 2 CSTORMFILTER DATA IN N ■
<br /> 1" •
<br /> 2-CARTRIDGE CATCLISAS ♦♦♦1
<br /> a 1; Z (SEE NOTES 4B 5) INLET STUB STRUCTURE ID CB#2 v
<br /> INSIDE EE NOTES 4R 5) WATER QUALITY FLOW RATE(cfs) 0.032
<br /> 2' (OPTIONAL) c
<br /> a F.
<br /> , Lti . PEAK FLOW RA <I S/T) 0.14
<br /> S T
<br /> LLIRETURN PERIOD OF PE FLOW(yrs) 100
<br /> a: 4) .e,,,;./:;,,.' O 0, UNDERDRAIN I~OU DE CARTRIDGE FLOW RATE(I 5 OR 7.5)qpm) 7.5 ill
<br /> 2'O OUTLET
<br /> PIPE FROM 0 I
<br /> -_1 gr TS MEDIA TYPE(CSF,PERLITE,ZPG) ZPG Z
<br /> RIM ELEVATION 443.6' Z
<br /> 2-CARTRIDGE CATCHBASIN-SECTION VIEW PIPE DATA: I.E. DIAMETERCD ill
<br /> ., T INCE 5 I
<br /> I 0
<br /> -
<br /> B T TUB 44 3 2 W
<br /> - B 44 13 12
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<br /> NOTES/SPECIAL REQUIREMENTS:
<br /> I
<br /> LIKING EYE
<br /> ((YP OF 4)
<br /> o ACCESS COVER
<br /> NLE GRATE
<br /> 11 "It _ r
<br /> N 81'20'45"W ; So. C
<br /> _.327.07' Q
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<br /> I
<br /> (Ty,,
<br /> a 1PERMANENT cn
<br /> 0 3'_9"
<br /> Bill POOL ELEVATION I II I ISI I I I���I i n-
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<br /> --1 �7�1•-B SUPPORT (TYP) ,►---♦♦., .►-•---•., INSIDE RIM
<br /> -•---- 1,111,111.11,111.1
<br /> •••••• , ° �-t,. '_ �., ;. -: =_�, ; � Qzi ------ _ Z j
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<br /> LEGEND: 2-CARTRIDGE CATCHBASIN-SECTION VIEWci) O Z O
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<br /> CATCH BASIN CB CATCH BASIN N 2-4' 2 4 2 a _
<br /> F-INSIDE RIM INSIDE RIM INSIDE RIM~ momml I- CD
<br /> EJB ELECTRICAL JUNCTION BOX 7'-I" ESTORMWATERMANAGEMENT L (� Z~
<br /> THE 5T°RMWATER MANAGEMENT
<br /> ELECTRICAL JUNCTION BOX FEC FACE OF EXTRUDED CURB Sto,MPIter® OUTSIDE RIM StormPlte® Q _N W Q
<br /> U.5.PATENT No.5,322,629, 'J.S.PARENT Nc.5,322,629, z
<br /> 2-CARTRIDGE CATCHBASIN-TOP VIEW (1) No.5,707,527,No.6.027.635O •- QFH FIRE HYDRANTNo s%�9;oae:wo:s;6zas�6. No.6,649,048,No.5,624,57G,
<br /> 0
<br /> -6- FIRE DEPT. CONNECTION FVC FACE OF VERTICAL CURB AND OTHERu.S.ANDP°REIGN ANDomERus.ANDFOREIGN 0LL =JPATENTS PENDING 02006 CONTECH Stormwater Solutions PATENTS PENDINGFIRE HYDRANT GA GUY ANCHOR -CO
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<br /> GV GAS VALVE ©2006 CONTECH Stortnwater Solutions
<br /> IE INVERT ELEVATION A..uTCAIJ® STEEL CATCHBASIN STORMFILTER DRAWING A kITCAIJ® STEEL CATCHBASIN STORMFILTER DRAWING nI ~ O Zc O O 00
<br /> GAS VALVE LS LIGHT STANDARD 8544pC�5i Itis i! ��-40-16 I.'i■-'! •+
<br /> SECTION VIEWS 2 TOP VIEW,NOTES AND DATA 3 (n H Z
<br /> PP POWER POLE STORMWATER STORMWATER
<br /> GUY ANCHOR STANDARD DETAIL 2 CARTRIDGE UNIT � STANDARD DETAIL-2 CARTRIDGE UNIT +- co
<br /> PLU POWER POLE WITH LIGHT & UG SOLUTIONS- 2/3 SOLUTIONS O N
<br /> Q PPL POWER POLE W/LIGHT contechstomwater.com DATE:11/01/05 ISCALE:NONE IFILE NAME:CBSF-c_DT IDRAWN:MJW ICHECKED:ARG contechstonnwatar.com DATE:11/01/05 ISCALE.NONE I FILE NAME.CBSF2-S-DTL IDRAWN:MJW ICHECKED:ARG
<br /> 5 n
<br /> INDICATOR POST PPU POWER POLE W/UNDERGROUND a) LL
<br /> LIGHT STANDARD SDMH STORM DRAIN MANHOLE
<br /> SLL SOLID LOCKING LID
<br /> POWER METER SSCO SANITARY SEWER CLEANOUT RECORD DRAWING W
<br /> SSMH SANITARY SEWER MANHOLE PLAN APPROVED
<br /> -0- POWER POLE (AS NOTED) TS TRAFFIC SIGNAL 0 30 6,,,, 0 This Record Drawing has been prepared,in part,based
<br /> TSB TRAFFIC SIGNAL BOX 3 on"As-Built"information provided by others.Though
<br /> SANITARY SEWER CLEANOUT WIP WATER INDICATOR POST the at-built information and this drawing are based on
<br /> WM WATER METER HORIZONTAL SCALE - i PRO).No. osN.BY.
<br /> SANITARY SEWER MANHOLE VN WATER VALVE the best table information,no I)tesumption should dr.,,., EVERETT
<br /> YD YARD DRAIN be r rdingthe awin 's accuracy. ELIC SERVICES DATE 12-0412 JMS
<br /> STORM DRAIN MANHOLE / ..0 ; - , G, PUBLIC WORKS DATE: 5/2/2012
<br /> FENCE LINE AS NOTED
<br /> TRAFFIC SIGNAL S j11 ,
<br /> /
<br /> to �„'i6 i� '��:rcv'rs�`iaik1'�s�-�nl;�..;c''41.,o��d at '
<br /> UTILIT S ( / pRAINAGE I DEPARTMENT
<br /> FLOWLINE /, SCALE:
<br /> TRAFFIC SIGNAL BOX ''Ze,' L-C. Z-( Permit InspectoCALL 48 HOURS LIC WORKS PERMIT IS REQUIRED PRIOR TO 1"=30'
<br /> OHP OVERHEAD POWER LINE f, STARTING ANY CONSTRUCTION ON THIS
<br /> ® WATER METER
<br /> Print Name tie BEFORE YOU DIG ,, _ -- PROJECT. APPROVAL FOR THIS PROJECT DRAWING NO.
<br /> SANITARY SEWER LINE ,� "' IT ENGINEER 1S COND1770NAL PER�CryURRENT STANDARDS
<br /> WATER VALVE EverlreeA) w 1-800-424-5555 AND EXPIRES '?c?/,t'7 UNLESS PERMIT
<br /> 4 WA-r 5
<br /> STORM DRAIN LINE ��'�� % FOR CONSTRUCTION HAS BEEN ISSUED. of
<br />
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