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v�/- I � 05 . ��0 <br /> 27T H D� R N � - HA,�#C 1� � � m <br /> � SECTION 20 , TOWNSHIP 281�1 RAN � E 5E W . M . £ <br /> . . . � . � - ravY. ± ! eW9�� i NOifS . . Y F ' O <br /> � � � - - - � - � a <br /> � 1 1 i _ i � . ( , � I 1 � ' �� '� � � � ,� �� y <br /> . � � � � <br /> � i i �o <br /> / / , / � � cn \ I . _ . . . ye <br /> t I \ \ \\ ' _ - � S�i/ ��.. ;/ . � I� � � 3 ` - �.� ��ww...w � . �� � . . � � 0 <br /> i ` <br /> � _ 4 � /EX. FLOWi �� . / / � ��w.'. <br /> � 00782300002300 � ARROW ('fYPJ � / � � � rn � � �� � � �� `°a � � � <br /> 5 h � i , <br /> � A �o- i . � � I � � . . . . w <br /> � 380' � � � 1 . � ��"�""'.^�.""�.&� � F <br /> , ' � — ,� � �- -�- _ � a <br /> � . � '� � i d� — � — � — � — � � � � ,.ff - � „�E�F . o <br /> oo�eza0000zz9 , a i i � o � i � <br /> LIMITS OF CLEARING I i �/ / � I <br /> MAFK W ORANGE < � � i � � �� 4 I � � �x � I � - � 'm"� j Stilver <br /> / i I u� � <br /> FLAGGING (5,725 SP) a ' r ' I , , .,-...-. � <br /> � � i I Ldke � <br /> �� - � r 1 Ek. PVMT � I o PVMT 2 ` €rs � v 0Y. `` <br /> - " � j �� m - � , 1 � � � � '� <br /> . r �, ex. I �,. . <br /> � . • <br /> � _ i � i. � i . � I � il� inI �--� I � I � � ROW � � \ _ . .. � ,w � ....� �� amP,�m,r � �.. _ __ __ VICINITY MAP � s E� ��''i <br /> % ' ROOF � � 00762300002201 � I � ��� � SCAtE: �' ` S+•.,, <br /> m OVERHANG I- I o <br /> / m ^ J I I I � � � W 3 � � �.a.��:""o' z.000' v3S.. <br /> i � if B _ � _ �A � ++ EX. SFR , ,,,�„ �„„ c�n�cv[�ett <br /> \ % > � <br /> ., �.n.. <br /> � zo• - -- 30• � � � � ! w »�.�....��, '�'^�'�" LEGAL DESCRIPTION or "� <br /> / EX. � I I - i� I � � � � I �E.a mEv' E�m��TM � �. SECPON 20 TOWNSHiP 28 RANGE 5 QUARTER NE <br /> i SPLIT RAIL I �1� i � �� ---J�--� I ;� � i � � � '�"`"" TOWNSEND LANE BLK 000 D-02 LOT 22B PER CITY OF EV <br /> l FENCE ' � I I I . � = SUB FlLE NO 2011-�02 REC UND AFN 20180622W02 <br /> � i i � .. � E�. � � �, k 3 <br /> - PROP. SFR o� I � • � G@AVE� � � I I � � ' — w — � BEING A PTN OF LOT 22 OF EXST PLAT <br /> � (1.394� SF) � i : 1 .. TeR \ . ' �� . I � � —'�'�,� SITE DATA <br /> � FF ELEV=4480 " ��.; \ ' f85 I `'�' � . """` � <br /> 280520002�0900 � � � � . . � � I . . .a��d. . SITE ADDRE55: 10X%% 27TFI DR SE ERETT, WA 98208 <br /> I ^ <br /> I gp I . . \ ' � . . -.��� � - ' *.. � o r . 3-5 p� � PARCEL NUMBER: 00762300002202EV <br /> I I ' 4 '_..' . . . , _ _� � . � S T LL <br /> � ..'. . ' �. .� .. . ' : � . .. .' � — ., . — �.s . .. _ . ..mew ON N . <br /> �...... <br /> 5:. �".�,""o..m /� <br /> �w.'"�'o"` <br /> + ���� ..���� Z I G' Ri <br /> : . � �� • : � �.. � � �y <br /> - - _ - - . . � . . !--t-. GS --I-- GS -__ c,�«uu nes y <br /> � t t,ss•i, p� uy ss�o � „,,,,,,,� OWNER/APPLICANT (f� a. <br /> �� HAACK BROTHERS CONSTRUCTION INC. > <br /> �� 00762300002100 I � > PROP. 6" �PR�P �. '� � '' I 3 3922 87TH AVE NE /�/ � <br /> l SIDE SEWER y�q�R SERVICE I � � MARYSVILLE, WA 98270 L.L ' ^ <br /> I PRaP. /w i � C � CIVIL ENGINEER W UJ <br /> � <br /> � �I (1,784�F) � . � ���jo�b �'�-' '�i� I I Y' ""' � OMEGA ENGWEERING, INC. > � <br /> � / JOSEPH SMEBY, PE � <br /> � � �a . .�... <br /> I �� � �� �-� I- I � � 3 ,J 2707 WETMORE AVE O <br /> � � � � � � y "'�` EVERETT, WA 98201 <br /> N SITE PLAN t - �= <25.903.4852 U <br /> � � � . � ��p. � °;�'�„�;�'^^' � F: 425.259.1958 . <br /> � 3 // �� <br /> NCTE: � DRAWING INDEX � <br /> E%ISTING SOIL & VEGETATION NOiE: NO BOUNDARY SURVEY HAS BEEN - I <br /> � THE 501� ANALYSIS FOR THIS PROJECT PERFORMED FOR h115 PROJECT. 1� �m�� N��TT 1) COVER, PRELIM. SITE LAYOUT & SNPPP � o N m <br /> p FOUND THE EXISTING SOI�S TO BE PROPERTY DIMENSIONS ARE i . . <br /> c COURSE SAND TO.SAND. THE SITE IN qpoROXIMAiE AND HAVE BEEN � ����_' � a � < � <br /> THE AREA OF �ISTURBANCE PROVIDED BY MFORMATION AVAILABLE � �,���,��y�s 2 TARGETED STORMWA7ER SITE PLAN � Q N <br /> 60t�� & SOIL MANAGEMENT PLAN Q' c� pi <br /> CURftENTLY CONSIST OF A PARTIAL ON hIE SNOHOMISH COUNTY WEBSITE. � . � � 0 ?� Si, t� � <br /> GRAVEL D/W AND LAWN. NO ADDITIONAL SURVEY WORK HAS � <br /> � � BEEN PERFORME� ON THIS SITE. � � . � � a v <br /> i � � / / ; �1 0 . "��; '� I � ww ... .- <br /> i <br /> 0 20 40 $FRHEIOHTCALCS EXISTING FEATURES NOTE � I � � 4�� � l � � � � i \� 3w <br /> I �I�� � SI�E EX. ELEV. NO TOPOGRAPHIC SUR�/EY HAS BEEN � '-� '- - - � /EX. FLOW �= /— — (I � ` <br /> / <br /> � o > <br /> �fartrza+u� scue � PREPAREO FOR THIS SITE. ALL � � k' ARROW (fYPJ � / F � m � ��`+ W <br /> d48 EXISTING MFORMATION SHOWN IS FROM � c. � / / <br /> . C 418 OTHER CONSULTANTS OR BASED ON � pJ �°' � / � ' � � � � I FRO ION DIM NTATION ONTRO NO : <br /> SITE OBSERVATIONS OR APPROXIMATED i� L — � �� �,G'� �- - _ 3 1. THE CONTRACTOR SHALL PROVIDE PERIODIC ST�EET (,j <br /> AVGELEV= 1,�92'/4 =a48' FROM MFORMATION AVAILABLE ON THE � +,'� � / d / � \ I 0.EANING TO REMOVE ANY SEDIMENT iRACKED OFF a = <br /> MAX. BLDGHT.=ae' + 28' =456' SNOHOMISH COUNTY WEB9TE. f - / a I � � I � � THE SITE. <br /> LIMITS OP CLEARING STOCKPIL€� �� � I I I � I 2. THE CONTRACTOR SHALL PERFORM ROUTINE WSPECTION � � <br /> E%ISTING DRAINAGE FEATURES ARE MARK W/ ORANGE (gE�Edd01E) ' � � I , �, � � / � EX. � AND MAWTENANCE OF ALL WSTALLED EROSION AND = <br /> TOTALAREA- 020Ac APPROXIMATE ANO BASED ON SITE FLAGGING (5,725 SF) - _ � � " � PVMT W � <br /> IMPERVIOUSAREASUMMARVTABLE OBSERVATIONS. �6PSOIL ;' ) I ,� _X. PVM' � � I I I N - 3 � I SEDIMENT CONTROL 6MP'S, ESPECIALLY AFTER STORMS. y� <br /> PGIS NPGIS Total � � (SEE NOTE) ' I , m 1 EX. � <br /> i °' 3. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP 5 W <br /> c"my op,y�m.ee 1 �I � �� SEDIMENTS FROM ENTERING WATERWAYS IF THE G Z <br /> Eabn oeeRw�l 834 0 8 � .p�.yyy / - . I � � �� � I � il h_ __ _ 'i ROW <br /> w . cetl 1 � 94 3 78 � ' I I, � i I � I � ; � PROPOSED BMP'S FAIL. O � <br /> ota M m ious � , i- � % 4. BARE AND/OR DISNRBED SOILS SHALL REMAIN y=j � <br /> NETNEW 11BI f990 91� � � 4 / _ � � � <br /> MAX. BUILDINGLOTCAVERAGE: %°h 3 �� / � � � EX SFR � � < < � 3 UNCOVERED AND�OR 11N5TABILIZED FOR NO MORE <br /> BUILDINGLOTWVERAGE. 18.0% s i� � t � I �� I I � � �y � THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, <br /> R / Ex, i I a. � AND FOR NO MORE THAN 7 �AYS FROM MAY 1 <br /> ' 9 / SPLIT RAIL � � - � � � C � . � THROUGH SEPTEMBER 30. <br /> (;RADING QUAhTiTIES: e ! � FENCE t " ; _ `� x �� <br /> CUT 120 C Y. : /� 11 I � CRFJF.'� \ I � I � � W - � 2 <br /> FlLL 120 C Y. � � ', � <br /> p _ . 1 '!HR 1 I � (� v� � <br /> GRADING QUANTIT7E5 ESTIMATED BASED : �w+c�m � 'F / �� ' �' � I W//� Z 3 � <br /> ON CURRENT SITE WFORAIATION & a � � \ � -�' � VJ <br /> ASSUA�ED EXCAVATIONS NECESSARY FOR ,' � k �� � � x .. O � <br /> I � i N N <br /> PROPOSED IMPROVEMENTS. � r I L — �Y _ I; I —�S =I55 — � , . -. � �( l � N � <br /> . . �— _ �I I ' �� - �S —+- JS — . C � . .�>k'-V � Q v O W <br /> r eEc+iw... _ _ _ _ X _ — �r� i � . 8 F.��� �4 � � V Z . <br /> �,,,,,, INSdALL SILT I `� A � - /� � 0 10 UTIIITY � --�. t-= . .. W W <br /> � ^ ��� � � I FENCE I NEEDED , � EX. D/W TO k � EA EMENT 5'� � J � W LL � <br /> � � � BE USED AS �� I� I AF� 20180622�002 � � W O F <br /> I � 1 CONST. ENT. � I � � `^ I � � LL � � <br /> � � � <br /> 1 �^ � N o � Z <br /> /F I 1� �I ,\ . u � I�I I � I o- � � � � <br /> � � � a <br /> � I I II I I I I T.E.S.C. LEGEND SWPPP PLAN APPROVED � � <br /> ' I� � � � • II II — X— SILT FENCE PER COE STD DWG 214 (p\ � � ..a. . . <br /> A :o� i li EY£ ET "o' ...�� 6 <br /> � . � � � � 19-0508 � e EJ <br /> � � PUBLIC SERNCES <br /> a =,a,,,w„ ■ I �� I A CLEARING �MITS PER BMPC103 �� . PUBLIC WORKS �"�- - <br /> . ' OS/24/79 i ff '�I <br /> N �°"�' �� � � UilunES pFAINAGE DEPARTMENT <br /> 6 GTY OF EVERER . '� <br /> ��IC WMIf! TEMPORARY SILT FENCE Z�`4 KfIOW WF18P$ bBIOW. A PUBIIC NWtKS PERMIT IS REWIRED VRIOR Tp �E �' = QQ' W i � � <br /> wRTISNf <br /> - � _ 0 20 � Call lwo buSiness srannNc �Hr caysmucnaa av nns '" g <br /> . . , . ����� . pearcc APPROVAL FQQ 1H15 PROJECT o � 3 �'� v <br /> � � � HacrzoHrn� scu.c � � days before you dig. �TM �aN� IS CONqi10NAL PER CURR�NT STAN�AROS � � � � � E � o � - <br /> AND EX%RES �UNLESS PERMIT � � y c m 3 <br /> fOR CONSIFUCPON HAS BEEN ISSUED. O1 �I <br /> � � � t � � <br /> � � � <br /> E � o � < ` � 5 V <br />