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<br />�__ -CONSTRUCTION NOTES
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<br />N° 336801 73 i ._ a _ _ l viz m --_�
<br />7i m97' N° 336�00®9 1 CONNECT TO EXISTING STRUCTURE OR PIPE.
<br />Y2' ._ r a v I E; 1289451 4 - �. _ ; '� - , CONTRACTOR TO FIELD VERIFY ELEVATION
<br />3 KING e '
<br />TYPE _ . a� _m__ G - - -
<br />1 7 „ W". r ��,�..� _ b _ . �- - - COM PRIOR TO CONSTRUCTION.
<br />r�rd r7 ,� {� ._, ..,f,,� �� `.._.._ ,,.,.„„... `--•---«..r ....» _,,�.,.._ .� .--�..-..,.._....... ®.®. � =u«... ..- _..._. ,�.... � ..m.,� � a"��_ _-- Via.._ ,� ^" _.._...TT..._.._. I I �,-...-.--�.�. i-- ....-���- L".�.�----- @' '�...„.�, 3
<br />RIM 65°1
<br />8 , VC WI 561.94 < . u _ .^.b. 3 - -� rO _ _ - N: 3 , , 796,11 2 INSTALL TYPE 1 CATCH BASIN PER CITY OF
<br />8°'COieIG FILE - 61,0 � r� _ � _ �� � � � �- - � I w< �� � 66°01 � EVERETT STID DETAIL 402.
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<br />40" 3 INSTALL 13 AREA DRAIN PER DETAIL ON SHEET
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<br />• - . -`-- <-,.,.... . ,ern
<br />4 INSTALL DETENTION VAULT PER DETAIL ON
<br />_
<br />j__ _. __ _
<br />9 _ _ SHEET C4.06.
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<br />_-' �� _ ._ -H _ _ m_ _ -i__- _ _. __ W _._ - RIM®565.95' S INSTALL STORMWATER TREATMENT FACILITY
<br />RPd tim _
<br />302 LF EXISTING 66" DIAMETER Na 33678&17
<br />6 X12 , SEE DETAIL ON SHEET C4 09.
<br />�d_. � � � _� E. 1269576.67
<br />I j CMP STORM DETENTION PIPE �_.�.__..._,.._�_�.-__�._ � ..v ��._-_ � -
<br />�_ _ FLOW RESTRICTOR PER DETAIL O SHEET
<br />H
<br />__ _ _� _ _ _ _. _ 4 y _ 6 INSTALL CATCH BASIN TYPE 2-72" DIAM WITH
<br />II�I��✓1 � 5� 7 /�'� s �..�--.""'.._W-.. �°� f -.. .__ � -_. _� �. ®.._ �_, ...� -... _�...._..n _.. _.- -_�.. ®_ . � � �, �m ,_ .._ .._ '�Z "s_..../s'` � .��._. ._. �y 3 � ad � Pi N S
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<br />I„ I D Ct 1fV! t III C4.04.
<br />1� H�t4P S IL-. w 1,01AB E T OB TAIA1 L 11 N " ""%
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<br />�/� s}+� � � ® y I�;C�I �v�'r�L .,�,� 7 INSTALL OPEN CURB FACE FRAME AND GRATE
<br />�� � �`N, � 1�° C.I1 S l�'= 561.53 PER CITY OF EVERETT STD PLAN 412.
<br />1 J 3 ��,;�� �,� 3 INSTALL ROOF DRAIN CONNECTION, SEE
<br />k, f
<br />PLUMBING PLANS FOR BUILDING CONNECTION
<br />I
<br />P®
<br />9 INSTALL 8STORMWATER CLEANOUT PER CITY
<br />RE ST OF EVERETT D PLAN 4 21 .
<br />.. EV
<br />r , -1' P €° 10 INSTALL CATCH BASIN TYPE 2 PER CITY OF
<br />I Q , pQ)
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<br />EVERETT STD PLAN 405.
<br />SD TYPE 2 C9
<br />/ s • s8 C� `' GO
<br />I I 0INSTALL CATCH BASIN TYPE 2 WITH FLOATABLE
<br />� I1✓a It `s ." I RI&I� 650 d MATERIAL SEPARATOR PER CITY OF EVERETT
<br />STD PLAN 414.
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<br />n -- 11� E 2®0 OD CI C C R ICIli'7I` SDOO
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<br />'I =566°96 O 1
<br />.560.68
<br />N 6751®42 Ulf[ 4�5rSRESED �
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<br />N, 338750.26
<br />re a I Ea 1289635°06
<br />� � $" _ _.._ ....:.. __....-.<���, ',IGENERALNOTES
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<br />it In M 1 1. SEE CITY OF EVERETT STANDARD PLANS, FOR
<br />DRAINAGE DETAILS. IT
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<br />j_r&I 566 i
<br />2. SEE DWG C0.02 FOR CITY STANDARD STORM
<br />f e I 54 DRAINAGE NOTES. 1
<br />..d � �. r S"-,rb' rro i
<br />I t= 1 105� I ' rr� C -A a, , 3. ALL CATCH BASIN INLETS SHALL HAVE
<br />1 RIM=567,61e I RECTANGULAR LOCKING VANED GRATES PER
<br />1 01, CLEMOur 6 N. 338715.93 WSDOT STD. PLAN B-30.30-01, UNLESS
<br />RIM®570°30' Ea 1269521.34 OTHERWISE NOTED.
<br />'`V1 I �, No 336717°65 I � � '; � �� I
<br />C10
<br />Eg 1289408.53 E 1
<br />a € If' RIM-566°36' 1 2 7 4. SEE SHEET C4.04 TYPICAL STRUCTURE
<br />! 2 C 1 4, E 1 f� ° Nm 336693.13 PLACEMENT DETAIL.
<br />RIM®566°02e/
<br />I N° 336747°43 1 Ea 12633.17 5. STORM DRAIN PIPE (SID) SHALL BE
<br />E® 1289447.14 CORRUGATED POLYETHYLENE T RM SEWER
<br />PIPE, UNLESS OTHERWISE NOTED.
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<br />RIM®56°93' ! ' '©°j 6. SEE SHEET C4.03 FOR DRAINAGE PROFILES.
<br />j\ I N. 338716.63 l
<br />E: 1269446°4 7. CONTRACTOR TO VERIFY EXIST. UTILITY
<br />I LOCATION AND ELEVATION INFORMATION
<br />104, 18 AREA D _ � �; ] <.� PRIOR TO CONSTRUCTION. NOTIFY THE
<br />t0 RIMm566.17' �tIt�Iv, ',. ®n ENGINEER IF UTILITY CONFLICT PRESENTS OR
<br />Na 33715.97 �� ®; UTILITY CONNECTION CANNOT BE MADE.
<br />E. 1289467.60 .
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<br />00 p� rT 1 CP l N 338 69.97 I
<br />; IIi11 67 1 ° E. 1289467.69
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<br />3 C1131102, E 1 I i! i f I GU7-T P F-1 r 56 ��.65
<br />RIM®570.23' / E'I` 0 a 8
<br />N. 338550.95 y . I 1 311VI 2
<br />E: 126472.49 - s° d ! 1;
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<br />Na 36460.00 �iWI '° It
<br />Eo 1269471,73 E 20 0 20 40
<br />SCALE IN FEET
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<br />__--- 3 100, 1 DRAINn
<br />I , RIM®570°40
<br />�4 No 3346.24 I z.
<br />E; 1269459.40 p I
<br />T. 14"
<br />r/O41_ 11111111 f
<br />Iil I f7IAW 56,7
<br />I
<br />- Know
<br />_# rCall before you dig.
<br />I , `' ,� I i
<br />MATCHLINE SEE SHEET C4.02
<br />Otak
<br />x
<br />Otak Architects, Inc.
<br />303 SW Third Avenue, Suite 300
<br />Portland, OR 97204
<br />main 503.287.6825
<br />www.otak.com
<br />STAMP
<br />CONSULTANT
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<br />TITLE
<br /># DATE DESCRII
<br />TION
<br />0 2020 OTAK, INC.
<br />If this drawing is not 24"x 36" it has been
<br />reduced/enlarged. Scale accordingly.
<br />
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