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<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
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<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. W=546.87 � � � W
<br /> PVC LE. W=552J5 (JULY 2015) ��" �•'':.:a`.::.. ---------- - ---5�------- --- -----SQ--- ��
<br /> ,. � �F=�- -- so �p .. --��A�- ' ' _ - - - W �
<br /> PVC I.E. S=553.08 LBOX °"`�'r``t, ��� �- '
<br /> MAI WM 6.�:� . -L " ° v501 1 S � "_ - �.' ,.y�',.c. -,-°�s. 'a' o - tn v� �
<br /> KIOSK WM WM ; 324.1 � �-� .;_..:�;•� r � �
<br /> � ��� � Q
<br /> � � 6�� 4 �'`%4ti�` rp� Z64.SZ� �1 � - S� _-- � gD Sp a a Q
<br /> CB STD GRATE T-1 E WALK ' _ ' �' °a'�° `' 926.9 � f-----�"� -'- - W
<br /> MONUMENT �I1
<br /> RIM=559.24 � SIGN 0.4' W. 0 LWE � ��d aN °� s FOUND �" I.P. CB STD GRATE T-1 � � � Y v, ,
<br /> 1 8" A D S L E. E=5 5 6.3 7 N O P A R K I N `" I ��' i �� � 6 1.2 2' W O F P O P C O R C B S T D G R A T E T-1
<br /> � .r ,,ti 5 �� ; RIM=549.03 � RIM=547.04 I � U
<br /> 18" ADS I.E. W=555.97 SIG QQ�O '� � i � s� � � � � � 0.15' S OF P OP COR �g" ALUM I���E=546.93 �� \ I / � � T �
<br /> 12" ADS CUL t � s s � � 18" �`�.�E=544.99 �"
<br /> � � � �a �.� (J U L Y 0 1 5) 18" ALUM tE-1N=546.99 � � � m
<br /> I.E. N=553.40 � �b �� � I 18" ALUM I.E. W=545.15
<br /> POWER POLE p �� �
<br /> W/UG WIRE � 3 'x1v0� EMP RY B � �� � �° E GE OF WN I i � � Q
<br /> �
<br /> �s�' 0 � �' C CTIO ' � TRA � TEM � ti. • �. I �L � �- - I ,�n o�o 0
<br /> � EDGE OF LANDSCAPING `0 COE STA DS ROCK '`" OFFSITE � � � M o �
<br /> 1.1' E. OF LINE �1•8� ; DETAIL SHEET � C O E A ' BUILDING � � I � �
<br /> o* � +' DETAIL SH ` "`� %� BUILDIN CORNE �� � �,�� �L I I � � o r
<br /> BRICK WALL � ��� �� �7 � �� ���� � � _ 0.7' E. OF LINE � � � Z
<br /> t� � � �� � '�� �� � � �� �'� U IN OVERHA G I �
<br /> � TRASH ENCLOSURE � �� � � ` 0. ' . OF LINE �_ �� _ �
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<br /> - `� - � - �� `��, � � I
<br /> i��" �{ . 4� � I I .
<br /> �� ,�,� ��` n �� ._ � C EARING LIMITS �� � �_ �� � I
<br /> ��� � �� ,� 'F� �sA� - �
<br /> PLYWOOD OR EQUIOOD NT x8'x 1/2" EXTERIOR � � �� t � � � '�� g �° � .�i�` � �� i I I �
<br /> ELEVATION OF c� C� , � � } �
<br /> RISER CREST � Y �,'Sa �" , I �� �L - � I Z Z
<br /> � z � � �1�� � v�� ;�SHED � � � � � �
<br /> � �}� tt � I . I � �
<br /> v�"�� �� �� �°� SHED COR R _��� I �_ ��
<br /> CLEARING LIMITS ��� � � �� 5.2' . OF UNE _- � _ � I � � ~
<br /> � � � � � I 0 W Z
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<br /> WATER IN 4" DROP COND T ���� q � �� t� � � .� � / / TC�p � �_ �_ � � Z
<br /> ( I I I BASIN WHEN ,��� � �,� , --'` � � � tia � OF OFFSI I � � _ � •
<br /> FULL -��.
<br /> in � 4 r� � '"° � ` � i� � C� � � � � WRB-3 � � �
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<br /> �}4 t �� � � I / WETLAND DATAPLOT i I I Q O
<br /> � ELEVATION OF � � � d� � � °� � ��� �4 �� � � � � I Q �
<br /> BASIN BOTTOM � g� �°a�.., � _ '�`1- � �'I`� -�'�`� � Z O W
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<br /> �-4 IN. SQ. OR 5 IN. ROUND MIN. U ��s� , �"t� DE ��, (TYP.� � ����` ��� � � I � I I
<br /> SET AT LEAST 3 FT. INTO GROUND � � �,,� �'' � q � � I� I ��� �� � �
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<br /> � t� � � �� THIS AREA TO REMAIN �� �� � �
<br /> � ��- �ti� °� �,°° UNDISTURBED � - I
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<br /> PLYWOOD BAFFLE FENCE DETAIL , 6�1'�` ' � ���� °� � �*' ��` `���. i � � � � p.�� SA�R
<br /> �' � �� � ,� �i r I I � F WAS
<br /> NOT TO SCALE a1' � ��+� � � `�q� �� I ,` �,
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<br /> �'"° � � ` DETAIL ET � �� ��� � ���, � � � � � �S�ONA L E��'� �
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<br /> � � � �� '� °� �` � CLEARING LIMITS I � � o
<br /> ��V -- � -- +`¢�- ` �� MARK W/ HIGH � �� �� I � a� N =� .� Z
<br /> � / ���� `�� � � VISIBILITY FENCE i I � cn = .- j
<br /> I � � �k� ,;�� ,,r� ��� �, � � � � (NP) � �L \ � I
<br /> �I � , - � - - � ,�i�p� � � - - � I
<br /> I � ,� A ,
<br /> I � , ' � TEMPORARY SEDIMENT TRAP � I �
<br /> J'J, CLEARING LIMITS � � c� �' j ,� �� � � � �
<br /> MARK W/ HIGH �� ,� TOP OF POND EL=549.0 �� �� � I � ��
<br /> , , MAX. 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 � _ .
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<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'
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<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
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<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)
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