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LEGEND: <br /> MATCHLINE STA 24+94.60 - SEE SHEET C7.9 rn -So-- STORM DRAIN <br /> I� a/ o- � . � ^ <br /> v � � � � 1 � BACK OP WALK U F�SD- FLOW DIRECTION <br /> I <br /> � ■ <br /> CATCH BASIN, 1YPE A <br /> w � I I = Q CATCH BASIN, 1YPE 2 <br /> N G G G--�-G � � G G G G G G G G G N <br /> I Q STORM MANHOLE <br /> W � a I � N � TRENCH DRAIN, SEE <br /> . (Wi� N CB #3A I � I -"rr--E--� -�---.a--�.--�-�.--�►-.�--.E-��-�- {` <br /> � CUT-OFF DIKE C7.15 <br /> I -W -W --W i <br /> e �w \ W----� 30�LF 8��5�,' W W ���8-------- p -G PROPOSED GAS <br /> 0 84+M00 �_��12TH STRF�'T��as+ P_�_�__ � 86+ 0_� � � _ P_ 87+OQ.13TH STREET 00 _ _ �y- PROPOSED WATER <br /> � 38 LF B"4 � 1:0% � <br /> LL1 � � 30 LF 8"� � 1.5% + -SS- PROPOSED SANITARY SEWER <br /> M� SS SS SS � 55 Z SS SS SS . S SS SS S S SS n ---p- PROPOSED POWER <br /> � a W � � <br /> � CB 3 � Q CB 5 C 6 CB #7 Q -T PROPOSED TELEPHONE <br /> � <br /> N T v�i CB #4 � tn .r . (n <br /> W ;�=s=- ��8"��7.D%� __�____�---_� T- -�_ ___���=='�=s==�= T=-C-=L- -- _ ==T-�==-Z�--= �- _C--_- _ --��_- W N <br /> C P POSED COMMUNICATIO <br /> Z e a � ` v� � Z o--� PROPOSED LIGHT POLE <br /> _ � CB #38 � �° � 14 LF 8'�0 �:�/' J � TREE WELL <br /> g � /� u u CB #7A �" _ <br /> Q �\ /� BACK OF WALK � 2•�% Z% a WM WATER MEfER VAULT <br /> � MATCHLINE STA 24+06.19 - SEE SHEET C7.8 � <br /> � � � SCAIE IN PEEf � � � . . <br /> zo o zo ao $TORM DRAIN STRUCTURE TABLE <br /> CB N0. STATION OFFSET RIM INVERT .n,PE GRATE <br /> W ELEVATION TlPE <br /> � CB #3 STA 84+43.00 18.27' RT SEE PROFILE SEE PROFILE 2 406A <br /> z Z vWi � <br /> � � a9. tw/l.z....;..... . ' '6 N... .............. � '0' ... .............. ' 9' Z w� ._. . . . .. . . . <br /> ....................:..................:...................q...A , ................� .�... ..�... ..<...:....�... ..;.. ...;..e...�.�..... . .... ...... .............. .............. .............. .......... :.Z Z............:................. ......... <br /> � �a,N : ro c�� � N M � a,�Z V:N` . M CB #36 STA 84+43.00 32.84' RT 21�.51 18.51� A 406A <br /> ^ i+i N a� i a-�N� u-i N'� co�N��' r N�r U CB #4 STA 84+87.19 19.50� RT SEE PROFILE SEE PROFILE 2 406A <br /> � m���� I� ;����� m I��i m � n m a II II �- CB #5 STA 85+26.44 19:50� RT SEE PROFILE SEE PROFILE 2 406A <br /> F' c� �WW �W c� �W c� �wW �I�WW �,,wa <br /> � _ f _ _ N CB #6 STA 85+68.20 18.27' RT SEE PROFILE SEE PROFILE 2 406A <br /> [ I w CB #7 STA 86+76.00 19.16' RT SEE PROFILE SEE PROFILE A 406A <br /> N 24 ' � � I I Q¢ N CB #7A STA 86+81.10 32.84' RT 21.54 17.59 A 406A <br /> >..................;......__._N_;..................;..................;:..........�.....;......... _ _............ _._._. _....._. _........ �..._.........._....; ..._._...... � <br /> 1 ; � : � 3 3 o CB {�8 STA 86+76.00 11.15' LT 20J6 17J6 A 406A <br /> o e <br /> o `O ; °- ' � ! 0 CB #9 STA 85+68.20 11 J 5� LT 20J6 17J6 A 406A <br /> .°�}. ZO ! I I : � I � a 20 + NOTE: FOR '1YPE 2 CATCH BASINS, SEI' GRATE AT CURBLINE <br /> � _..._. l.... . ,. ... .....' . ..... � ^ <br /> _, ao <br /> � ; � ; ' a NOTES: <br /> 108 LF :12"m � i.� � <br /> N 16 4q LF 18��4 � �6 1. SEE SHEEf C7.1 FOR CITY STANDARD DEfAIL <br /> w ....................>.......... _.....; _...<..:. ...... w REFERENCE. <br /> Z ;................ i.. .... ........ _... __... _..... <br /> �.............. ;..... <br /> � 74 LF 18":� � 1.0% : - <br /> �..._.._. .. .. <br /> 41 LF 12°� : Z <br /> _ �: 1, 0 4fl LF 12�� : � �0% 4 � 2. FOR CATCH BASIN, STORM MANHOLE, AND WATER <br /> C.� :� 1.OY I U QUALITY TRE4TMENT SYSTEM, LOCATIONS REFER <br /> f- S � TO THE CENTER OF THE STRUCTURE. <br /> Q <br /> E vi Q <br /> �2 <br /> � <br /> 12 <br /> � ........_..........i............_....i.._..._..........;..................;............_.....?.................:;................. __ _._........ _... . _........... � <br /> ;... 3 <br /> ;_. <br /> ;... <br /> i � i . E ': i [ : i � � . . <br /> - - <- ' �I- -:- WHERE WATER, GAS, POWER, TELEPHONE. AND <br /> �p COMMUNICATION CABLE INTERSECT STORM �INES, <br /> , DEFLECT WATER, GAS, POWER, TELEPHONE, AND <br /> COMMUNICATION CABLE UNDER STORM UNES. <br /> ;..,.. . ;. 4. - M CLFARANCE BENJEEN <br /> ;........ ..: . . .........: _..._ ;........ ;... <br /> i ........... PROVIDE 12 INCH MINIMU <br /> UTILITIES AT CROSSINGS. <br /> PROFILE <br /> o, HORR: 1" = 20' � <br /> 3 ,:�,:.li_� I _ _ o {. i ,� a i� i� <br /> � VERT: 1" = 4' �;f--c --ma - �1 �! � � �i � i �f <br /> �, �� >� ��-- 4 '� 4 t' �I ,� .�''�'�i <br /> � 1; t �` "t�a 1U '� ��i `i� <br /> a � �i_�J� _ - <br /> � �' <br /> , ' �. <br /> ; - r -�- <br /> � <br /> i <br /> � ;a�;_,���� �� �E.. � � �;�� <br /> .�� <br /> € ��� -- - - ��� ` ' ,��I�� <br /> 0 <br /> � �J "� ��i� <br /> � KEY MAP � +I�I��� ���.��'� <br /> � �Ip,� � � �� <br /> j NOT TO SCALE ��,R''."; J_.� ;.�Ij �•��� <br /> o ;, .',1i1 NOTE: �--i <br /> � '�w y i 1 IF L" DOES NOT MEASURE 1" <br /> i ADJUST SCALES ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: DWG. NO�. <br /> � PORT OF EVERETT <br /> � . � . , ,�,N.Kp H. KUYPER AS NOTED ^ n <br /> � : Port o � �� � � y�p�t � y � V�.G <br /> oF WASyi <br /> o� °ES'�"E°BY: °"�: NORTH MARINA REDEVELOPMENT <br /> D. YE AUGUST 4, ZOO6 CIP N0. <br /> 728134th Street SW�Suite 200 INFRASTRUCTURE PHASE 1 3-0-oo3-os <br /> DRAWN BY:� CHECKED�BY: <br /> � Everett.Wnshin ton 98204 �3/16/07 CONFORMED SEf ADDENDA 1-4 q9oaF8ecisT[R 0� W. CIRIDON PROJECT <br /> � P.O. BOX 538 . 9 S/pNAIE� STORM DRAINAGE PLAN AND Ho. PD-NM-2005-06 <br /> � �R�, WA 98206 Ph: 425 741-3800 O si4io6 PERMIT APPROVAL/CONSTRUC110N q is o PPROVED BY: ROFILE - 12TH/13TH STREE <br /> � <br /> o (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION IXPIRES 03/03/09 SHEET N0. 6Z �F ��� <br /> JOB No. 21-04-015 <br />