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SW 1 /4 SEC . 9 , T. 29 N . , R . 5 E . , W. M . <br /> , a _ � SNOHOM/SH R/I/ER <br /> _ �� <br /> , _--_.._ , <br /> � - - - 6�� � :� :�- .. .. RETAINING WALL <br /> . , �.... <br /> � v. . - - �,J. - - - � _ � <br /> , . .. _�_.W <br /> _ C2.0 C2.2 <br /> _ _ - B <br /> . <br /> _ :.... . ... m _.,� <br /> , �._.�.___..._ ... . <br /> _ �� <br /> � . . .. ' - ' ' ;���,�� . ,� 12.7' FLOODPLAIN ELEVATION <br /> C2.0 C2 1 ,��",. ,,� _. <br /> ...� � <br /> _ <br /> _.-�w. ..... ��..,_.. • : .�...�. <br /> .-w--_ � - �.. <br /> a ... <br /> �_. <br /> e=�.b.� , u. , ; � <br /> , �..�_. <br /> r� <br /> � <br /> ..�..._ . ; ;� �- ;� <br /> � , <br /> � � .., ....,._.... fi. ... ...... <br /> :..n1n ......... ............... ... ........ .........,.....:::„ .... ..... .,... ,.....,.,,.... ..... � ,.. . ...,.,,...,,.,,,... , ..,._.. . ..... . .. . ......l,.'(ia ...r .... ... ...... .,t; . . <br /> yW,-,,.,,.,, .,:.. .. .... ..... , ._ . _., � ... .. <br /> �,_...... , N0 WORK ALLOWED SOUTH ..,�' ��...... . � y <br /> i �y.,�.. � .� � ' ..��. -� . _ r , ,. .�,..�.� <br /> � .... <br /> �r _ - ---- , , AND EAST OF THIS LINE ,. <br /> , M��.... <br /> , - - - - - <br /> �.- r ' � , , <br /> M: � - <br /> _.:. � - ' '�� - - �^ - �� _ _ �----'- - - e, ..��.�_ ., <br /> �� - - - - - --- - _ UNTIL FINAL APPROVAL FROM �� <br /> . <br /> � _ � ,. <br /> .�. _,.�. , : _. _ ____�- -- - ----' TOW 17.10 <br /> -� THE CITY OF EVERETT <br /> .� _ - BOW 13.5� � = <br /> �, ,a., <br /> . � ,� � 17.30 , � _ „� �� � <br /> _. � . � <br /> � _ - - <br /> : _ ,� _-� _ - F�� F F F F F F F� . a <br /> _ - � -� � ` � �n <br /> - <br /> -F �-F -X X X X X X X F F F F F F F F F F a ��_..... > <br /> � -�' 16.92 ��F ��F �X�-X X X X X X X X X X X X ' / � <br /> F F17.40 X�X � 17.10 17.30 � � _ _ _ � <br /> � F F X� 16.60 17.10 16.60 I 16.60 � _ <br /> 1 .26 X_�X � I � <br /> � X • 16.60 I � 16.60 16.60 I <br /> 0��1 6.6 0 I � I � <br /> 17.13 <br /> I I <br /> � ,c l�, �1 � I �l � ol I � � <br /> � �' N � 1 �� � N � <br /> � 1 1 <br /> 1 � � <br /> � �� � 16.60 1 .5% � I 1 .8% � I <br /> � � y � � 1 .5% 1 .� _� 1 ._ 90 � � <br /> ^ � I <br /> I r <br /> 15.48 RAISED 15.48 � 15.48� I 15.53J � �" <br /> � � 17.10 � CONCRETE t D � � � � � � � 16.61 � I <br /> • ELEV-17.10 • <br /> �� o � �� �f � �� <br /> I 2.0 <br /> �f 16.60 N � � 16.60 '' ';f <br /> I <br /> 16.60 � _ � � � <br /> -- - -- � r <br /> I m <br /> 15.50 FFE=16.60 �_��° I � 16.60 I , <br /> 16.60 16.60 � 16.60 I W <br /> - - - - - - - - - - -- - - - - -- - - � ' * <br /> - - - --- - - - - - -- - --=- - ---- - - - -- - --- - -- - - -- -- --.- - -- - - -- - -- -�- - - -- ---- - --- - - - - -- - - -- - , o <br /> � . . <br /> �: <br /> � 1 fi:60 16.60 ( � 16.60 � � � o <br /> I <br /> _ _ � � . � <br /> I ,���G C. y <br /> 1 6.60 • _ f �F wAsy,�' <br /> � � r <br /> o . _ � ..„ � � <br /> . ... � <br /> I � � � � : ' ��, �� �,�,^ <br /> , � J � �: <br /> • _ � <br /> LL j v � � � � ,. .. �° � � 17.64 ' <br /> l I � ;, <br /> . . . � <br /> w �1 � . � I � �j 18.69 � ssa2� �� <br /> w � <br /> � l 6.60 ... ` I I <br /> G, .�_ �� _ <br /> � � r�� ��r�sTl�cz����. <br /> 15.50 � . _.-� 1'1% � 1 .0 ��� � ' `�`�>o.�;t►. �, <br /> o O 1 .2� I _ 2.0� � 1 .5� <br /> � 15.71 -�� �- � ' <br /> 15.71 15.72 � <br /> �/rr/�.�� <br /> � � � 15.42 � 16.60 <br /> I p 17.10 0 , _ <br /> � 2.0 0 0} w o� � �-� 16.12 J � <br /> � 16.00 N � 16.90 0 15.72 0 <br /> � � 1 <br /> . � <br /> „ � ;' � _ N <br /> � � � a' <br /> > ,� •�..�, I =' � <br /> � r� �' I � � <br /> Ln , � N <br /> � �,� . . o0 <br /> . �. <br /> . <br /> ti <br /> z � � � ,� � I � � L►,. � c o <br /> � p� pp p� � ," � p� � � ..' ' o 0 <br /> 1 � � � � � � <br /> 0 0 � � <br /> � . � � � � � . , � � � <br /> � : <br /> � , � <br /> 4 i �- <br /> z 16.60 ' _' � 16.60 I � I � � � <br /> � �' N <br /> p 16.60 f � 19.54 �. ( � � ,d.. <br /> U - ,� � � <br /> F- - - -- ---- - - -- N a� <br /> \_ � w' � <br /> W o � , w 18.46 � , . <br /> 15.50U Q ' b�� i �� U ° `, � � 18.04 I � <br /> � � 17.20 `n Z � <br /> .--= ' cn ' <br /> A � - -- -- -- - , �.Zo_ z >- � = BLDG A - - - --� , � - <br /> - -- - - -- - - -- - - - w Q BUILDING A , <br /> - 2.5� Q �,_ _ <br /> c2.o c .� � � �- oo �� � OFFICE _ � � s.so " � � . <br /> U 16.60 b� � � Z � �.�/�1��NG ���.K 17.96 16.8 17.35 ' . � <br /> � �.�o �� � �j Q '`` FFE=20.68 � .5% <br /> � FFE=2�.6$ :, 16.60 0 �_ 16.63 � <br /> � � _ � ' ¢ 17.20 1 •�� � <br /> � � � <br /> o V � N X X � �o � 17.00 1 .0� 17.55I �I \ <br /> � CONCRETE RETAINING � 19.54 r�� � ' <br /> � 2A 16.60 16.60 � ; WALL, SEE � ° x 18.01 b� I N X X X \ � <br /> o '� 3 17.45 � � <br /> �, � . � 17.03 2.1 % � <br /> � v � _ � C2.0 C2.2 . � � ' � 17.61 r-+ � <br /> � o 0 0� ,. � � I 1$.20 "��, 16.28 � <br /> o �� o .- o I o I 15.7 15.0 <br /> � 'n . � I b� 16.37 I 16.52 <br /> � oo °,� � :I � 17.58 1 .5% �=5% ,► RAMP@8.3� , <br /> � <br /> � � N � � � J � <br /> / <br /> v � � .. 16.00 <br /> � y�...m -�" 16.28 6, �--" <br /> � �j b� € , � b� 17.10 �' 15.25 / <br /> o� � 16.00 ,n 16.00 , <br /> � 16.57 � �j 16.62 '� 15.39 �P � � t ' <br /> � 1 .1 % <br /> 1 :0% ( 0.7� 1 .1�, � - -- - - �- -- � � <br /> � v -�- �- I =� �- _ 2.7 0 0 ; y <br /> c� 16.25 � - I 17.00 16.46 � � I �� 15.43 <br /> �, 15.50 15.75 15.75 15.75 15.62 � <br /> �, 17.10 b� b� b� � � � � b� � �� c' '� � 16.20 j � <br /> _ I , FUTURE GUTTER/FLOW LINE � <br /> � � �� �1 �+ � 16.25 � N? � � � , I � ,'� <br /> � c� � 16.25 � - <br /> � ' I •� I 15.66 <br /> � � U <br /> W '�Ss � - - - c- - - � GRADING � �� � � � Q Z <br /> � � � - - - 16.25 � 16.04 �� I � 4.0% �, <br /> �� ,/� � PARTIAL � � 2•a� � 1 .�7% 2•� -; Q <br /> .°' <br /> Q U �9�- - - - - - - - - - - -�� � PLAN C2.0 C2.2 I � � 15.8 � Y �- <br /> � I 17.00 16.25 � I �n 17.00 16.30 14.79 � �� U U <br /> � � �� I � � ��\ `�� � O <br /> �' � 17.00 16.60 16.57 a � 16.60 � � \ ,J p („� <br /> J � � 16.60 16.60 I � 16.60 x <br /> � U 18.00 17.10 16.25 � I , „ � Z <br /> � 17.10-----� 17.10 = 17.30 17.10 = 17.30 r � 18.00 � 13.05 \ � O 0 <br /> � - -I - - - 17.80 _ _ 17.80 - - - - - 17.80 _ _ 17.80 ��17.30 _ _ 5.7% - � � Q <br /> � X �--: �� -a4 X - � X -X --� X X- �L -X - �G- --T -X-u. - �� �4- - � -X- � -� -T - X X- - -,�~-� - �L - - � � - � U � <br /> L <br /> � 17.30 , <br /> Y � � <br /> � W W <br /> � � H <br /> � <br /> � <br /> .� <br /> � LEGEND. <br /> m • NOTES: i � <br /> � <br /> � - - PROPERTY LIMIT - -- - - -- - - -- GRADE BREAK LINE 1 . CONTAMINATED SOILS MAY EXIST ON SITE. _ <br /> � � <br /> . _ <br /> � X X FENCE ■ Q CATCH BASIN 2. THIS DRAWING SHOWS THE FINAL SURFACE ELEVATIONS. SUBTRACT _ ;����� � <br /> o PAVEMENT SECTION THICKNESS TO OBTAIN EARTHWORK SUBGRADE - ,-�v: ,,S/Z I � <br /> � EXISTING CONTOUR GRAVITY BLOCK WALL ELEVATIONS. PAVEMENT SECTION INFORMATION IS SHOWN ON SHEET ( 3l��� <br /> o C5.2. � <br /> � F F FILL LINE CLEARING LIMIT TOW TOP OF WALL � <br /> N , � <br /> � C C CUT LINE CLEARING LIMIT BOW TOE OF WALL <br /> _ � SCALE AS SHOWN <br /> PROPOSED SPOT ELEVATION TC TOP OF CURB °ES. LKJ SHEET No. <br /> � rXX ON PAVEMENT SCALE �N FEET � pR. <br /> Know what s b@IOW. PAH <br /> N ec BOTTOM OF CURB 40 0 40 80 CaII before you dig. °H� HNK C2.0 <br /> � 1 .5� SLOPE ARROW <br /> 0 12�� PROPOSED CONTOURS L F.B. <br /> �� �� OF - SHEETS <br /> � NOTE. DATE MAY 18, 2017 <br /> � PHASE 1 EARLY SITE G RADI NG PERM IT SET ADJUSTDS�CAL S�A CORDINGLY:' NDE 212016.008 <br /> � <br /> � <br /> O <br />