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------- =�--���--- ----------- - --------------- <br /> NOTES: LEGEND� : <br /> �'^ . ' ' �a ' `i 1, SEE SHEEf C7.1 FOR CfiY STANDARD -$p- STORM DRAIN <br /> �9 �i DETAIL REFERENCE. . <br /> ° '� �� _ 1 �So-- FLOW DIRECTION <br /> � 2. FOR CATCH BASIN, Si4RM MANHOLE, � CATCH BASIN..NPE A <br /> AND WATER QUAL{TY TRFATMENT <br /> SYSFEM, I,OCATIONS REFER TO THE Q ' GATCH�BASIN,�IYPE 2 <br /> - - _ GENTER OF THE STRUCTURE. � $7pRM MPJJHOLE <br /> 3. WHERE WATER, GAS, P6WER, <br /> CUT-OFF 1 -w � - � ^ y TELEPHONE, AND COMMUNICATION � TRENCH pRAiN, SEE A <br /> CONNECT T EXISTtNG � CUT-OFF DIKE C7J5 <br /> DIKE> SEE . 5 5j OUTFAt1.MA OLE CABLE INTERSECT STORM LINES, <br /> 7E= SEE SH C7.11 DEFLECT WATER, C�AS, POWER, G � PROPOSED:GAS <br /> R, CB �23 o TELEPHONE, AND COMMUNICA710N ' <br /> G�� 16 LF 8"0 � L0� � SDMH �4, 54' �� �1NDER STORbt UNES. -iN-=r PROPOSED;YJATER; <br /> ��� BACK OF WALK 4. PROVIpE 12-INCH MINtMUM CI.EAFiANCE -SS-- PROPOSED;SANITARY SEWER <br /> � C8 #22A CB �22/ 72 � g•� SDMH #5 BEf4VEEN UTIUTIES AT CROSSINGS. <br /> � � 10% � P � PROPOSED�POWER <br /> ��� 34 LF 8"0 � 1.09� � � �E� � 72 LF 24"m � 2.0% -T�- PROPOSEd TELEPHONE <br /> / CROSS UNDER / -C- . PROPOSED�COMMUNICATION <br /> p WA ER MAtN c�/ STORM FltTER <br /> �� � SYSTEM �2 p P� PROPOSED;UGHT POLE <br /> �X `Sx CB �21 � 24 LF 24"0 � 2.0% � TREE WELL <br /> y.�P� �� / SDMH �6 � , wM � WATER METER VAULT <br /> � S� � F'LOW SPLITfEf2 2 <br /> ���" �_ _ _ ze�oo _ 2ND E_ �+oo _ ��g _ _ za+oo - - T - � <br /> ,`G �t` W W W---'"�- 5n AQUA SWIRL 2 Z <br /> ��P' / CB �24 a <br /> 92 LF 12"0 � 2.0% <br /> CB �21A � SDMH��7 29 LF 24"A � 7.0% <br /> SCAlE IN FEET' <br /> t0 LP 8"� O 2A7 20 LF S2"m CONNECT TQ pCIST CB � <br /> -�- -� -�- � a �- �- -•� -•�- � 2.09 IE= 72.03 W 20 0 20 • � � <br /> CCNNECT TO E7(IST CB <br /> IE= 13.0 W r, <br /> 4 <br /> CONNECT TO o <br /> BACK OF WALK TRENCH DRAIN � � - <br /> '4 <br /> 1 �� i � <br /> � W �� �� � �: KEY MAP. I`�I�� � I <br /> v . : 24 i � _ �'�z w z NOT TO SC I <br /> ..................:...................:...................:............._....`....................>................ ........_..... .............. .......... .............. ...._...._.. ............ ....... ... ............. <br /> ...�... ..<... : <br /> . . . . . . ...�`` .�... ..��� -.��..�..a,.....;:.. <br /> � N V. <br /> ...:.. ...:.. I <br /> ...�: <br /> . . . . . . . , .d' : : : lF�p �mm�cc : J�..-.. . . <br /> . 24� - � �.E VNI <br /> N ¢��`O .-I^oo :�cv�� N i: <br /> �I� ' i i w� � N� � II��.- ��N: . . . . <br /> U : : i ' ��� � p�ll II II : .. <br /> : : ; : : m��� m��I !//Q.'WW W : =W: �f .'. <br /> : : : . . . <br /> : . <br /> : <br /> t j ...................:.........................�.2.�.........;............. '...................;...................'..............�.Q=W.............. ............ Q(�: 70 :: . �B N <br /> � .......:..................,..................;...................<................��`.`'............;. .... ........ .............. 0. STATION FFSET TU R M TABLEINVERT . 'IYPE GRATE <br /> � � <br /> : ..:... <br /> ........>.. <br /> AIN STRUC <br /> x . �: � : <br /> � ELEUATION TfPE <br /> � � �: � � : SDMH #4 STA 27+89.86 -50.84' LT 17•0 g 66 SE N 2 { SOUD <br /> N : ? t6 E . . . . 2 ' SOUD <br /> ` SdMH #5 STA 28+01 62 57 28' LT SEE C7 11 SEE C7 11 <br /> ...................:....................:...................:...................:....................>...................>................ ........._._ ............ ..... ' <br /> ..;... .. . .. ` <br /> ..;... <br /> .........:...... <br /> ............:...... <br /> f : ; E : : : : ....... ... ..... ......... ... . .......... SDMH #6 STA 27+39.55 16.61' LT SEE PROFlLE SEE:PROFILE 2 SOLID <br /> .. .... . .:... .. ...:... <br /> 16 : <br /> : � 22 !,� � sa �F 74�p <br /> y2»�y I � ��q. SDMH #? IXISTING <br /> � ; ; E 78 LF 12"0 O 1.09d t � � ; <br /> + ...................>..................;....��.........:...................;................. .............. .............. ............ ............ .............. ......... 1.09, . ....... ..... .............. CB �21 STA 27+17.72 15.29' LT SEE,PROFILE SEE PROFlLE 2 SOLID <br /> ..;... <br /> N `. ; ; ; ? CB �21A STA 26+48.05 20.00' RT SEE PROFILE SEE PROFlCE A 406A <br /> ...;.. ..;... <br /> .. . .. ..:... <br /> ..... <br /> : : : : : E i � . S ' . . <br /> ' ................ ...... ..;... .. ..;... <br /> �2 f <br /> � ; : ; CB �22 STA 27+10.40 47.66' LT 16.58 t�.20 S, E A 406A <br /> N : i � �` � � , � . . <br /> . , i i <br /> . ; <br /> � <br /> 8 B 22A <br /> C STA 26+94.15 <br /> ...................;.............................._.......;..................;...................:....................;..................:...................;..................::................ ..........--. .............. ............ . ... .............. ' • - <br /> � W ..�.. :..�: ..�p. .. ............. <br /> . . ..:... .. �... <br /> '.. $ ..; � 47 66' !i" 16 9 12 36 A 4p6A <br /> � Z �i CB �23 STA 27+95.78 61.31' LT 16.6fi 13.66 A ' 406p <br /> �� _ �� CB �F24 STA 27+21.90 9J5' RT ]7.38• 12'6 2 ; 406A <br /> c� � : i i �10.50 NW <br /> in Q ............:....:.;...................;...4.............>...................;..................;...................:i................ .......:...... .............. ... AQUA SWIRL 2 STA 27+74.09 17.37' Lf SE 7 <br /> < � : : : : : ..:... ...... . .......... .............. .............. .............. .............. .............. .............. : R F��.,APIs diPPROVED . sown <br /> ..<... ..;.. ..:... ...... <br /> � � ' � ` ' ' � OCT 0 4 Z� FLOW SPUTTER 2 STA 27+89.64 27.58' LT. SEE C7.11 SEE C7.i 1 ; 'SOC1D <br /> . <br /> : : : <br /> , : : <br /> : <br /> o� : : : : ; f t E E <br /> : ' . <br /> ' <br /> ..;... <br /> m : : . : : : : : : : : : : � v IC 6EflVICES re u STEM 2 37. <br /> r C WoaKs: STORM FlLTER SY STA 27t98.41 . 32' LT SEE C7.71 SEE C7.11'. SOUD <br /> O � � � � � : " 1 DEPAR7FFENS� � � • � <br /> � ..................:....................[:..................:..............._..�.................`._...............�................ � � ............_..................._................................................................................._.................._..................._ u, ies �iN NOTEc FOR TYPE 2 CATCH BASINS� SET;GRATE AT CURBLINE . � <br /> ........... ........... ' : : : <br /> � . . ••••••• L� E(#MR i5 PEOIAPCD� . . _ . . . ' . . <br /> � � ENOI IEER P�SE�T.IM ROVnIFOH TM�IStPPo.1ECT�s� � � . . " . <br /> o PROFILE <br /> CONDRIONRI.PEH CUflRENT STf.NOAN05t NOTE: �� <br /> N nN0 E%PI �Eu�R�T' <br /> / HORIZ• t"= 20� FOP COr�o c__o +EEN'�su�:•� ��U� S�JJ4T MEASUR� 7" <br /> t VER7: 1"= 4' : <br /> - - ACCORDtNGLY. <br /> - aRaEcr�cw�: scue: DWG. N0. � <br /> o�. r ' • � p��• Y,�, N. KUYPER AS NOTED PORT O� EVERETT <br /> � Port v �J```��W �c'y °ES'�°�`: °^'� N4tiTH NARINA �EDEVELOPMENT C:7.9.. <br /> t D. YE AUGUST 4, ZOOB CIP N0: <br /> t2s i3�t�street sw�su'�e 200 �,,„,N BY: �,���: I�IfRASTRUGTURE PHA�E 1 3-0=oo3�os <br /> � °g."fs,sr��-�yi.� W. CIRIDON PRaEcr <br /> ; P.o. eox sae E�erett.Washingfa�98204 <br /> � ��.Wa 982a6 a' Q s/a/as Pata�rr,aPPRovnt/coNsrnucnorF �8�►►��' 4 PR��BY: ����� �I�AINAGE PLAN ' AND No. PD-NM-2005-06 <br /> �:�25��t-�s� i Pi�+q�F�L� - 2NQ ,4VE NORTH� <br /> o (425)259-3764 ,�p8 No. 21-04-0t5 �+o. on7e BY Rfl1510N N0. 0.qTE BY REYISION �� 03 03/67 sH�r rio. :68 oF /83 <br />