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s <br /> hoes <br /> mith <br /> ' LEGEND <br /> \ � �� ` . `� � ,� i '' <br /> �� . � <br /> �, <br /> o � t �, , <br /> � �� � � . ;,' - � �� � - - - RIGHT-OF-WAY/PROPERTY LINE ' c� <br /> ` � <br /> � � � 6 � I <br /> . � ` � � � � -. �� _ _ _ _ �: _ r .: r _ rc � tects � <br /> � � <br /> �� � �.. I �._� ___._ --.__ __ _.__.__ __._.__ _._..w___�___v _._._ __--- , CENTER�INE ' <br /> , __.__�.____.____.__. . -,, <br /> `� �"� � � �� � ��,� � � � _ .� __ -�.-=_-��� 1928 43rd Ave E., Ste A <br /> < < �``.� � �� , � , ��. �.__ _ ____-_ <br /> \ BUILDING OUTLINE <br /> \ G` ��'�.�� ' ! , ' l'` r f 123 PROPOSED MINOR CONTOUR ( ) <br /> � � � � � y ' ,�' �� �206t1e '453 • 4053 <br /> � �'�1�4,� i j �'; shoesmithcox . com <br /> �� �?:�, .�f� - - 119 T H P L S E <br /> �� � <br /> _ _ ^ � _ � 123 PROPOSED MAJOR CONTOUR <br /> �- --- <br /> , - - -- - - --- _______ <br /> � � � -- E � � - - - - . <br /> - <br /> . _ <br /> � � �- , �;�, � � L_ __ -- - , � , { -- - -�' f-123.45 SPOT ELEVATION <br /> �\ �� �D4 � � , � ��; <br /> . � s �:. ` `..__ �`�r 1.0% �R 3:1 SLOPE <br /> \ ; �c_; � _ _ . . -E- -�-- <br /> ��,.:, � \ � ' � �j �> m� ,_ �_�_ �_�. _ _ __:___��-z ��- �- _ n __�- �:.� / <br /> � � _ __________.__. � <br /> , � � � "�' �r ;� ' __ �i � - - - - - - - - - - - RIDGEORVALLEY � <br /> � .. �� � <br /> ' ; �__ ____._______ ____. ._______.._-- ,--__v_______ _______ .. __ �__ -.-,,,�- _._. � <br /> � �. � p .� - - - - - � <br /> � -� =� �' <br /> � � ( p-` , ` --- . . . . . . SWALE <br /> O \ <br /> V � � ; �°` i i ��'�, � �-LP 123.45 LOW POINT � <br /> [ � � fHP 123.45 HIGH POINT <br /> ` � � � �;� �� / ! �i"��.� <br /> 9 � �;�, ' ', , <br /> ` �"� �; y-- --� 1 � <br /> i <br /> � __ __.. <br /> , <br /> � � � � <br /> . . <br /> � <j � 4 , <br /> « <br /> � °� 1 � � I 1 � � <br /> ` �, , <br /> • <br /> �. ,-_, , _ � <br /> � 1� _ � ,,� , � I <br /> � ����� � �: <br /> ! �� _ ' <br /> � - ` 455.91 S <br /> �:`` <br /> i � I ��:f, �� <br /> �. Q � � E � ', ; <br /> o � �I � <br /> \ � � � � 456.52 , ,i r � <br /> _ �� �' '•��`�-__... v�� ' d' ,�i ' � � <br /> i.' ��' j � �'° � � <br /> q ' i <br /> � �.. 's �r <br /> � <br /> � ` ���--'' �-� � ( 455.67 _ _ � � ' �; , , <br /> �� � ',456.50 ��`" ; <br /> � �A -�;w. � <br /> , m� n <br /> x <br /> r , <br /> �_ � ,. <br /> : �- , � �. � � <br /> i � � 1 , � , <br /> � � � <br /> « <br /> . __ <br /> : <br /> . <br /> �� ,� �.-, � . � � � � k I i <br /> . . <br /> � �� � - ' � <br /> � .� � � � � � ��� 4� � . � , ; , s il e nurs ng <br /> + 1 __ � $ :� � KEYNOTES <br /> a �-�-��--.- -���-- � � ..�r� ,�` . � � , ���_ <br /> � �,, -� � .� ; ; �' , ; additions <br /> � �� -- `' _ �_ _ : � <br /> �a � -�� ' i � <br /> � �� : �� �� �� �� �� �� �� 1 MATCH EXISTING GRADE. <br /> � g ` � � ' 1 � ; � I <br /> �� _ � �����,� LP 454.96 ` <br /> :� .: � ' �� ; Is ,i \, .;-�"'�-4 € i f 1 <br /> � E a� � � � �' O D RECTION E PATH. SLOPE SHALL NOT EXCEED 2.0% IN ANY 2235 Lake Heights Drive <br /> ��h_ � �, A • 455.49 � i <br /> �; <br /> � � <br /> � � � ��`���� , i ��. � i-___ 6 � <br /> � }! E, s i ` � i <br /> ; : <br /> a , � ,, � ��,: Everett, WA 98208 <br /> � � }� ���� � `� � /� : � � v <br /> � "'`,�'��,� � ' � � _ � � � V . ' � `��' � � <br /> h. � <br /> .F _. <br /> � � � ± ; � <br /> q -'y � t r; <br /> $� /l'`� '\ � �l � � ' ' - <br /> � �.� r � � �� � � �� � � , � _ .. <br /> , � <br /> : � ,� ( ,� � � <br /> � ��,1 ;._�t- � ., , , <br /> � �-r� �-� ��, { ;i 41 �S , � � � <br /> -J; :f�y �o �I � � � _` . � ;LP 456�.09 � � <br /> ; �. '' �� ;�_ C>---� ,,, 456.13 � ' �� ' <br /> �,� ;�� � � � �s 456.48 �-456.87 Q sr`� <br /> � � � , <br /> , , , � ,1 ; � <br /> f+ -�� �!_..--� i ��.� � _tI 1� � � � ��� V � . KEY6IAP <br /> � �F . O <br /> � � �� ; � � � � ����� � --_ � �� '� � : � � �� ► ���� r�� GRADING NOTES <br /> �, � � ► __ _m � �- , <br /> .,, . � <br /> , � <br /> � ^� %� �;� � � "� �� � �°� �� '��" `�"� -Y� ����� � � �� �'� `s'�� � � � � �`', �'�� � � EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO <br /> , , � , � _ 1. THE <br /> �` ° � "� � � � f � < ' W �" fi � PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. <br /> , � # �, �g'�i i,� � ; � ��� ���,�I �'�A , =i�a-'i ( � J � � �'t ; <br /> : ��- � � <br /> ' , , <br /> 4.::ti, ; , , , � �, o � , 457.dg , B et h a n y <br /> � �_ � � � <br /> � , � - _- � � ' 456.70 I 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM <br /> � ' � � € i � � 456.87 ' - _ ! � ; , BUILDINGS FOR ALL PAVED AND NON-PAVED AREAS, AND SHALL � <br /> , <br /> , , `;��' � , � <br /> ��;��; .. _ � � � �`'"-�-� e�. , , � ; : of t h e N o rt hwest <br /> D4 ; � I GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. <br /> � � , , <br /> r, �i I _ � � � i _ " __ i � � _ ; � 456}62 "�,� _ <br /> A ` ��� �~ <br /> �; � , � <br /> � j I N0. DATE RENSION <br /> �_� ' �� , ; � ` � ; 1 � � � ; 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS DOH CRS <br /> � , _ <br /> �� � � <br /> � � � � , � �� � <br /> � L � I � ; <br /> a.,�k, � � �' , ! 456.81 ; _, = 456:61 ' THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 1 01-28-2019 RESPONSE#1 <br /> � _, z <br /> � �--� ��' ���;i : `� LP454.85 � � 456.75� -�,�__ `' ', --�----, -- - <br /> � , i � � 457.08 <br /> � ' , � � ; CITY OF EVERETT <br /> � /' , 'I�;�' ��_ -:_-r , i I I 456.76�' %� , O ' �,,� I ; ; �' 4. VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE _ _ _ __ __ Q RESPorvsE#1 �B��G) <br /> J 3 03.29 201 <br /> ; �, �� � `� ''- -�-�- � � I �-+456;58 : 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE. <br /> ��- � j`:, li �� ii �i�� ! �` � ', f ' ! _ i i RESPONSE#E PW <br /> -.�� F.._��-_..' �� �---��- {- �` }. ' .�i � - _ i : � ; 4 04.29-2019 t � <br /> � , � � �� � � ,�� � � t` '� ���� . � � � � �`�� . ! - � � � � G�� 5 TES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL - - - - <br /> , ADA ROU <br /> ; w�f o CITY OF EVERETT <br /> ' c`i� �3( �� I� +� t � � , i� {7 . � � � t- UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2/o <br /> � �" ti _ ��� , � �� i� � <br /> . ,�:F ' �' 456:61 i. <br /> � � �� {��� �� � �� � �� �� ���� � � SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE 5 05.31-2019 RESPONSE#2(PW) <br /> � , � � E ------------------- <br /> �-�, � � �� �� � � ' � � SHALL NOT EXCEED °/ <br /> � � � , , ,� i � 2 0. <br /> � . <br /> � �_.. ,y �_,� �;� i-� , �� , . <br /> ��� � ,�; � _ � %� i 1 �' � --- - <br /> � � ,� , � � , ,� � � ; � �,t „ .;� f <br /> , � ����� � � li �� �� ,� �� ,� � ��� � / /�,- � ; ,� 6. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE. <br /> �. , <br /> ����� � ���_ a_ � r--�� �-._� �� � � % �. - - <br /> ;� � �� � �' � � j ` �€ � i s � � ! �;� �' � � / � � � - - <br /> � � �4 3 � , �•� � � ' ` ,�t <br /> ' � � . i( � t � I � �I � � . � �� � �,f / ,��i <br /> I r � / <br /> . <br /> �---� ,�-- -�r�-� �--} � 1 S � � � / +► � 1 � �� �� <br /> �` i 1 � � -., � j �z � � �. � ,� , j �, ,�: �` <br /> s -- / � <br /> , /, <br /> , <br /> � ?.� i ;�' _ -�---1 � i � / , ;' t � � � <br /> _ _ ; <br /> � ` f , : --- � �` <br /> ,/� , <br /> I � r <br /> f � .r�.w.��,.���uv. �._ � , � , � I � _ ,. � , � �,��� - - <br /> � � � ¢, r i 1 _�_ ._.___ _. ,._._�.__ _.____ __ __.. _ �.� � � � � t PROJECT MANAGER <br /> ��-,,, � ��, � ,.��'�, . E � � � ! ± BOTTOM OF F�CI �ITY: 455.25 /� �,���-456.27/� 1 �` , LD.1 <br /> �?. ! �� � ; �_ _r__...._ _.__.,._ __ . _____..__.__..__�_.....__.� �, � , <br /> r��; / - ----- ---- --- <br /> � � ----- --- � �� � k / / � ` l� � PROJECT ENGINEER <br /> t , �� i _a'ti,_ ; ( � �� ' � <br /> � ' i. �� <br /> �___,-=--�- <br /> -� _ A � / � , � � <br /> d, - <br /> ��� , i <br /> ,-r-`'-,t <br /> \ / <br /> 1 �' 1 } _�.:, �� �� , � � l ; �= 4�J�.ZS /.��,�f/J P oJM AM MEMBERS <br /> � ,-�y, f _ _ _ <br /> I � �� ; <br /> � : <br /> � <br /> . E . 4 ��' � <br /> , °� `�' <br /> , � <br /> i r <br /> ��. �..:s �, e " � � ... � � � � . . . r <br /> i <br /> ti � .._, ---at�..�.� ,� ' ' rl. .' � <br /> � , r � , ..-' _ ___._.� - _ _ _ _ �� ---- _- --__ -__- ----_ _-- ` <br /> ; , . � _, r RJ <br /> , �� � � � _ .�-., <br /> _ � � � �..s�,{ ;,� `�� � __W_ � _ -� �;� t�' <br /> ' r <br /> _ 456 <br /> � <br /> =.` : �'�,,� �.__.__� __ � <br /> / <br /> . / � <br /> � . � � <br /> ; ^ ,=. ---------------�"- CHE K <br /> „_ _ <br /> .' ' <br /> C <br /> �:����_ � __ _ � <br /> r 1 <br /> � � .._ V ' � 455.96 � ,. � / � �` D _ _ __ _. - _. - -- <br /> I i .c, `-' <br /> � . ------ -���9�- 456.02 �;;f`� ��/ , ,- -`" _ , -- <br /> , �., -- ---- . f , 1 <br /> __ : __ <br /> _ . <br /> ;. <br /> , � , , 455.92 455.96 ,i' ,.� ;f c�,d � �� �.�_ -� _ '_ <br /> � � , 1 ,�� � � � <br /> ' ��� � ., , �-'' � 455.98 456.54 ' -�-;� '' ����.' ��.��' f �f� � SEAL <br /> � �' � � ,� � � �� _ �__ -____� --�--. ---- --�� ,� � / � � <br /> ; � ; � , _, _. �-- _ _ <br /> ._ , <br /> , , � �.,� ; _�_. �� _ _ _.. __ � , .�' <br /> . , __.. . <br /> _____. <br /> � � � . , . .�.. _ � .w___-.--------. �_�: s <br /> � t ? � ��'" _ --���- -- ._ _ _ __ -_ _ _ - -. _��� f � �,� � �' ,f � g�5T0P� <br /> ! l�j `r � ' , r ' _ -4�8- - - __ ---- �~- - � ' '- ` / � 1 � �- �,'��o� wAsx1��'� <br /> ,,,� ` ; / ' ; _�� --�_�. -� � I , �p �,� �'o ,�' <br /> i � ` �.. i. � r / >.- %'� �� f �' _ .`�.- `�' c� ,y ,y <br /> , .- E k $ � -' . �, ;�,�� _ . tn <br /> � > <br /> � � \ ,�' a � �,� g � � � � � /�'� r' ` �f � _ o <br /> � � ----- <br /> i �� ��` �f' � � �"�� � � � � � ~ � ` � � � �� ' �� � � <br /> _ ,.. �_ __ !�� i v � ,�� <br /> � ,( - � � � � / <br /> l � �.. �. �. � - � _ �- e ,� �°�o �,�,39383� w�' <br /> ' *--. -_. .._. _.._. �. `� `' , � � � � -- -- -�.. �,, � �//� '`�.^m` .n�,Ss crsT���ti�' <br /> �� � j � �// � - • __ _ - <br /> . r __ <br /> .'G� . <br /> `; � . _ <br /> {���"�'��„�,'T'`t5 5��� -G-,'� '�`�,� �� : - � _ '''-� _ . - � _ , - -- --`- �� �� �.� �� .�� �n,� �,�� <br /> .� <br /> � . <br /> �� <br /> .�� -' <br /> � <br /> � ,� _. ./1, , . .. ... ... �� <br /> �j / " ��`� � " , ONAL <br /> :_ � <br /> � . , �- . _ �..,._ . <br /> ,- _ _'_, �: _ . ,_ <br /> ; _�r ..� -- <br /> _ _- ' ,�.� _ <br /> 5/31/2019 <br /> . _ <br /> .. _ _ _._._ <br /> ......_ .._.. , _.._. . � -- _�-� . ,, . .., TITLE <br /> �0�,/�,<� � �� ,,��, j ; <br /> . �' �, �' ` <br /> � AR <br /> -- - __--------------_. <br /> GRADING PLAN <br /> CiviiEngineers ----__----_ _.-- - ___---- <br /> � Structural Engineers ���� ��� <br /> �-� <br /> ,,� ' <br /> Landscape Architects '�` � " - - - � <br /> �.., <br /> Community Planners <br /> :�" <br /> Natural Resource Ecologists <br /> a ��,� � PROJECT N0. <br /> Land Surveyors � <br /> Neighbors 18.�3-�1 <br /> _ - --- <br /> DATE <br /> -- -- <br /> . � 12/21/2018 <br /> __-__- - ---- -- ---- <br /> - PROJECT NETWORK PATH <br /> O GRAPHIC SCALE - -- " - <br /> 0 0 10 20 40 TACOMA : SEATTLE <br /> �� SPOKANE TRI - CITI ES SHEETNUMBER <br /> Q a � 1" - 2o FEET 2215 North 30th Street, Suite 300 Tacoma, WA 98403 • <br /> � �� - 253.383.2422 TE� 253.3832572 F� www.ahbl.com wEg <br /> ■ <br /> Know what�s below. g i�� � v#�� = - N OT FO R CO N STR U CTI O N PERMIT SET <br /> CaII before you dig. . _. - <br /> '_ `E�EC ` COPYRIGHT O 2018 shoesmith cox architects <br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-GRAD.dwg <br /> . 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