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NOTES: LEGEND: <br /> 1. SEE SHEET C7J FOR CITY STANDARD DEfAIL -Sp--- STORM DRAIN <br /> REFERENCE. �� fLOW DIRECTION <br /> 2. FOR CATCH BASIN, STORM MANHOLE, AND WATER � CATCH BASIN, iYPE A <br /> 14TH ST QUALfTY TREATMENT SYSTEM, LOCATIONS REFER � CATCH BASIN, lYPE 2 <br /> TO THE CENTER OF THE STRUCTURE. O <br /> MATCHLINE STA 117+10.00 - SEE SHEET C7.6 � <br /> 3. WHERE WATER, GAS, POWER, TELEPHONE, AND STORM MANHOLE <br /> 24„� � oj COMMUNICATION CABLE WTERSECT STORM LINES, � TRENCH DRAIN, SEE e <br /> • � �'�% ��O � c� �COMMUNICATON CABLEPU�NDER STORM�LINES.ND � A <br /> �! � I BACK OF WALK �t CUT-OFF DIKE C7.15 <br /> DRAN'NG I I �I � � � U 4. PROVIDE 12-INCH MINIMUM CLEARANCE BEfWEEN �- PROPOSED GAS <br /> CONNECTION �I � I C8 #3 � UTILITIES AT CROSSINGS. W- PROPOSED WATER <br /> / �i 14 LF 8'0 2.OBb w <br /> SDMH #8 \ � �� G � �� G � G G = -SS- PROPOSED SANITARY SEWER <br /> I � N -P- PROPOSED POWER <br /> 0 iO� �y ,-iP - - �.o� � C 3 32 LF 120�r 1.0% � -i--- PROPOSED TELEPHONE <br /> G _�p ..y_p_ -p_ p-.�--p_ (/� . <br /> g 1STA � A'P/ENUE � C- PROPOSED COMMUNICATION <br /> / 0��y�� S- SS- - - - � U-L] PROPOSED UGHT POLE <br /> � <br /> / � \ II � � � TREE WELL <br /> �B #38 M� r W W � N! W + WM WATER ME7ER VAULT <br /> � o <br /> y . T N L � �� � � . � . <br /> �-S �---�- -- �--�C-T�'i- J�- C- __�- _ � T � � <br /> �Y;c-' �----c� y� 14 LF 8"0 � 2.0% � <br /> `' t'R � „ � cei� �A „ �" STORM DRAIN STRUCTURE TABLE <br /> .�9A � � # 35 LF 12"0 � 2.0% � w <br /> (�A � I BACK OF WALK z INVERT GRATE <br /> <<�O � ' 23 LF 12"4 � 2.0� _� CB N0. STATION OFFSET RIM NPE <br /> �.,� � = ELEVATION TYPE <br /> ��jAy CB #39A 12 LF 8"0 � 1.0% � SDMH #8 STA 9+94.12 22.25' LT SEE PROFI�E SEE PROFILE 2 SOLID <br /> Cy9�'�t. CB #36 STA 10+97.5 74.77' LT $EE PROFILE SEE PROFILE 2 406A <br /> � <br /> �j� CB #36A STA 10+97.5 29.34' LT 22.1 18.64 A 406A <br /> .� CB #37 STA 10+97.5 75.66' RT 21.36 18'� w A 406A <br /> 18.36 E <br /> U CB #37A STA 10+97.5 29.34' RT 22.7 18.64 A 406A <br /> W w CB #38 STA 9+60.62 11.16' LT 21.48 18.0 A 406A <br /> ;...................:_.................;...................;..........._.....<.._..............;............._....:_................;............._.....;................ _...._.... ______. _.. <br /> <... <br /> ;... <br /> ; ' . . . . <br /> ,.. <br /> v � CB #39 STA 9+60 62 11 16' RT 21 48 18 48 A 406A <br /> Q � CB #39A STA 9+60.62 23.15' RT 22.61 18.60 A 406A <br /> � � NOTE: FOR TYPE 2 CATCH BASINS, SET GRATE AT CURBLINE <br /> ;................_.>...................>...................;..................;...................;................. _..... _....... _.......... _.......... _............ <br /> ;. ;... ;... <br /> :.. ;..... <br /> � v <br /> �q <n r�w <br /> � � � . 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O� i � 3 � � i i i i ! i <br /> . �- : 20 ' � t41 c 4¢'J � : fn: . : : 2� i .20 0 20 40 <br /> O .._.... .. .. ......._ .. ....N... .. .. . ...: . .... ...._.... .. ..... . :.�..�. . .,... ...�.., .. .. �.�. � ....... . ._. ......... <br /> ... ....._..�_. <br /> O <br /> oI �� I a I io � :1 � ,;;, _ o EI - <br /> � � � � <br /> i..a.. _........ �s � ' �S. . �� ;' `�� <br /> _. _......... � ,. .._...... _�... _ <br /> N � I ,;�t� . . - � <br /> � W � I N� ; � - - <br /> a Z . � � � � �� j = <br /> �I = �2 `� . �2 �� � � � <br /> 9 � <br /> � � __...... _.... - - <br /> _. .. .. . . .... . ... . <br /> ` ............ <br /> � Q �-. <br /> :r � � C�^� <br /> � $1 LF 18"4 � 1.0% :-rr_ <br /> � 1;15 LF 18"� � 1 A7 ' -_ <br /> �. F,� <br /> �, g KEY MAP I��'liil�, � <br /> � _....... __.._.._ _ ..... �' �1��� rT � <br /> ;... ;.. <br /> ;.. ;.. <br /> ;.. <br /> � ; ! '. ; NOT TO SCALE �� <br /> o �t.-� _ <br /> c <br /> U <br /> .� . . .�..........;...................:..................:....................;...................;...................:.................,_.:............... . .............. . .............. , .............. . .............. , .............. . .............. . .............. , . � <br /> o PROFILE NOTE: � ��'-^� -� <br /> � HORIZ: 1" = 20' ADJUSTDSCALES ACCORDINGLY„ <br /> N VERT: 1" = 4' <br /> N.K PR��E�T��'NEER: 5�`E: p0 R T O F E YER ETT D1"�. N0. <br /> � � • � � � � 6'�o�wA YA � H. KUYPER AS NOTED <br /> " PO� O »"'`� �'y� °�'�"E°�`: °"'� NORTH MARINA REDEVELOPMENT C7.5 <br /> ' D. YE AUGUST 4, 2006 CIP N0. <br /> ^ 728134th Street SW�Suite 200 oRAwN�: �„E�KEo e.,: 1NFRASTRUCTURE PHASE 1 3-0-003-09 <br /> � � P.O. BOX 538 Everett.Washington 98204 Q 8�4�06 PERMI�TRAPPROVAI./CONSTRUCTION � FF98��NAlR�`a�„-,.APPRoWo��RIDON No�Ecr pD-NM-2005-06 <br /> STORM DRAINAGE PLAN AND <br /> � EVEREff, WA 98206 ph:425 741-380(1 � ` <br /> � PROFILE - 1 ST AVENUE / <br /> o (425) 259-3164 �OB No. 21-04-015 NO. DATE BY REVISION N0. DATE BY REVISION IXPIRES 03/03/09 � SHEEf N0. C)FJ OF ��v <br />