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0 0 0 <br /> o co 0 <br /> N <br /> A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 28 N., RANGE 4 E. W.M. � <br /> CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON Q <br /> ~ J <br /> � o o � <br /> INSTALL INLET PROTECTION POWER POLE � � <br /> PROTECTION PER COE W/TRANSFORMER � <br /> � W O <br /> STANDAR�S, SEE DETAIL SHEET � N Z <br /> 1�_A/'�+ CB SOLIO LID T-1 <br /> �tV RIM=555.09 N N o O <br /> 12" ADS I.E. S=552.58 FOUND 5/8" REBAR/CAP W a !� � <br /> INSTALL INLET PROTECTION I 18" ALUM I.E. E=552.65 12" CONC Cu�v wE� 16916 INSTALL INLET PROTECTION o � � (n <br /> O 20 40 80 1 8" A L U M I.E. W=5 5 2.6 2 POWER POLE ARM I.E. W=5 5 1.7 3 (JULY 2015) P R O T E C T I O N P E R C O E <br /> P R O T E C T I O N P E R C O E STANDARDS SEE DETAIL SHEET � � � � <br /> STANDARDS, SEE DETAIL SHEET CB STD GRATE T-1 POWER POLE ARM � o °' U <br /> CB STD GRATE T-1 RIM=554.23 POWER POLE POWER POLE v � W <br /> HYDRANT RIM=554.96 <br /> GUY ANCHOR AND WATER VALVE 12" ADS I.E. SW=553.00 18" ALUM I.E. W=552.05 ARM POWER POWER POLE POWER POLE W/TRANSFORMER � <br /> POWER POLE ARM I.E. N= 18" ALUM I.E. E=551.98 POLE W/LUMINAIRE HYDRANT W/TRANSFORMER � N <br /> POWER POLE AND WATER VALVE 0 W � � <br /> -" � TOP I fOUND 5/8" REBAR WATER METER (TYP.) U z � O <br /> ._._ I.E. E=552.65 � FOUND 1' I.P. <br /> POWER POLE __ _ �w��"� -- ---�---v _ __,�. , � 1 WM WM 1 ' CONC CULV WITHOUT CAP � <br /> - - --------- <br /> ` � . - . .� (JULY 2015) a a <br /> ----�----' <br /> W/(3) TRANSFORMERS = - -----------------=" = ----- ---- --- - -----y-.LUJ�' �--� - �` O <br /> ____ <br /> - - � � �. - � -----------�...�-� �- �� ��`� _------ _SD__ � SD w w <br /> U�H-- : . <br /> 365.87 pJ �, ,� -� _ �. "�` --------- - ------ ------------------ SD --y---=��, cn v� ^ <br /> MH ��.:.:�::� a o `� _�-. � -�-------- - ----- / `-- 0 12�� CONC CULV �ii .�i.� LL <br /> 4=565.19 FOUND PK NAIL •::'>`:`:`�=-:-.-=•'-. �- N --� 29J' D/W fiv1AI�LBOX � � S88'0501"E 1689. 7' "' I.E. 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W.S. E1=548.0 I � � �, � <br /> VISIBILITY FENCE '� -'' I � <br /> �$� �� BOTTOM OF POND EL=544.0 � � � c Y ' o 0 <br /> � ! = I v�i ; a�i a y U <br /> (nP) j � _ . <br /> � � � � f � �� tl � q�` � T p ��' �� I �- �_ � I o o c> �' o <br /> � � <br /> � � .�� `� ,� �t � fl �.�' <br /> �� �� t , ��� � I � � <br /> j� EMOVE MISC �. , I w <br /> � � ��° SPHALT PATC ty � ,� � � �,.--- i '_- �L 0 � ? z � <br /> �N P �� ,� � � s b a �� t � ��� I I O z W <br /> � r'S � r g� t/') <br /> , ` ,��� � � � � � � � PI.AN APPROVED a J <br /> I '� � � `�' ,� �- I ' � � <br /> , W a <br /> .s� ` .� � ��.,, � I i ��` , , A � X o z <br /> �',� z�� �� �r � t s* �$� 5`� I � � Z � Z � � <br /> ,� . � '�� � � w g <br /> g P A FLE 1 �°k' ,;R ;5�'' � � �� � -� Q r� c� cv o � <br /> � <br /> � , � ca I l o c� oo �� <br /> � �' , � i E E T 43 � �6�1 t i� � �E EROSION PUBLIC WORKS p � N � Z o� <br /> � �-� c� �"` t� THIS AREA TO REMAIN I p� cp ap � z a <br /> � �� ��� �� � � �y ��� � , F� � � w� � ta� UNDISTURBED � �,I� I w�reR DEP�RTMENT N I I w '1' <br /> � ^ Q .- � z <br /> ��.�, � ��fA �,� {� 'C3 � � �1��,5 � I I A V17�`.�lC WORi(5I i�ERNIT � � LI� l.C� C'� Z 3 <br /> T.E.S.C. LEGEND � � �.,. � � �R .� �..-. W � <br /> ( y � R(QUIRFO nkIOR 1�0 STAplj11� ln <br /> j °S� I ANY COhSikUCTI N ON TII� � I--- � � Z W <br /> . [ � 4fi b � �.. \�,/ I �''�� FROItC'T. APCROV�1 POR TN1f N Z (V (V J � � <br /> � �i'� � � WRA-3 � � Puosccr �s conoirton�t� � Y v v U N <br /> �j4 I .. CURRENT 4"I ST f/ !A�DS � <br /> � � � I � PERHIT�FOII CON <br /> POND SLOPE � � "� <br /> 2�711111�f� <br /> � ���� p��� `� � s� EDGE OF O�FFSITE WETIAND � �ucnoNwis <br /> * I I NCINEER eeeN tSSUED. <br /> RIP RAP J� se.� � ���° � ��`���� `�� ' � WRA-2 � o <br /> _ o <br /> �' -�.� � `�' i#��� � ,�-� � � I N o '�a,. <br /> FLOW ARROW � g� �F F � �''� � �� � $�.�es� �_ �_ I �� I � _�/� Sav� a� <br /> � �, � �-�._ �`�;�� � � � �, <br /> � " � 2 <br /> ..- . � I � I , 3 <br /> SILT FENCE (COE STD DWG 214) - - �, , � 5 ; ,b , c� <br /> _ _ _ � � � I � a o <br /> 132_63 «� �`�' � I Z <br /> -�`" '�� �" � <br /> .�, .� f.' � ,,,,.___ ` WRA-1 I a� <br /> � � �° a��� �` `� - I = W - <br /> TEMPORARY CONSTRUCTION ENTRANCE i,� 41.��� � _���-�--- -���_ 928.49' - I � . <br /> (COE STD DWG 201) � � '=_' �`"� ���' `� ` �� �� ' � � - _ _ I �2 0' <br /> tn o� __ Y, ga �� • y ��� S88 04 09'E 1326.36 -�� -�-�_ - _ _ I _ �� '� - <br /> LIMITS OF CLEARING LIGHT S X ` <br /> MARK WITH HIGH VISIBILITY FENCE 5.2' S. OF LINE �rn � ----' �" b► �SJv c <br /> CATCH BASIN PROTECTION � CLEARING LIMITS � CHAINLINK FENCE � � C� � <br /> (COE STD DWG 210) <br /> � <br /> �' CUT / FILL QUANTITIES �, <br /> ROCK CHECK DAM (COE STD DWG 206) � �' ` � T <br /> TEMPORARY SWALE CUT = 6,820 CY <br /> (COE STD DWG 204) -'""-�"' E I� `� <br /> EX. SEWER MANHOLE FILL = 5,7�JO CY Z � L O <br /> AREA TO REMAIN a' PVC NW = 544.74 TOTAL = 1,070 CY o � � C� <br /> UNDISTURBED a^ Pvc sE = saa.ss � � <br /> CHAN TO NE = 544.74 <br /> (NO PIPE TO NE) <br /> N <br />