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II <br /> A f'ORTION OF: SE 1/4, SECTION 30, TOWNSHIP 29N, RANGE 5E, W.M. � <br /> Q <br /> CITY OF EVRETTT, SNOHOMISH COUNTY, �X/ASHINGTON � <br /> APPROXIMATE LOCATION /� ' <br /> W ./`� <br /> � PROPERTY LINE ,,%: <br /> � �' 3631 WETMORE AVE �� EXISTING GARAGE Z <br /> � <br /> W �. <br /> � ,�!��� TO REMAIN N <br /> o ��}j <br /> � N <br /> � �� w <br /> t �F \ <br /> � �: STAIRS AND ,/ �' � <br /> � � <br /> � <br /> w � WALKWAY � EXISTING HOUSE ,�'�E � �� ����m� -�-� � w <br /> � � � <br /> � I � TO REMAIN � �� J <br /> �� � /, � <br /> �' � / / `'`��i��'� . <br /> .� ` ' � ������_��_`�,�'���``�/��_��__```�`� �'`�1_ .�..._,�.f``��_�'� AREA OF SURCHARGE � � 0 5 10 20 <br /> I (,/ CASE 2 / <br /> �� � � `__���_l�-�'`�� � <br /> E I E � � GEOGRID � <br /> � � 1 inch = 10 feet <br /> �i � � ' � �:. . . . . . : : -����T�_��� : . / <br /> , �,,, <br /> �� j �` r�`` ` ' :. . . . J � � I � <br /> t� � '��t�'���,��, :. . . . . . . . . . . . . . . . . . . .O�' .'. . . .' ' / N <br /> }l i <br /> i <br /> 4� � � \. �. � \,��. . . . . . . . . . . . . . ' /�n . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> i1 � �`~��,�` �� l . . . . . . . . . . . . . . . . / /,� � <br /> ��� �/` ��.��,�,'� . . . . . . . GENERAL NOTES <br /> �; / � <br /> � � // t; �_ ___ <br /> �� / f t ___...... �_.�Y.W.._...___......_.... ---._�^_ . . . <br /> �� � � � 1. ALL WORK AND MATERIALS SHALL CONFORM TO CURRENT CITY OF <br /> [_L� ___.__ __.�_� _.� __ <br /> � EX � � �� � $, g� EVERETT STANDARDS AND REQUIREMENTS. <br /> ��,� 4' SIDEWALK � <br /> ���;� ----- -- ------: � � 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF <br /> , ____. ..._ ____..__. ___..._. __� _____.__ _ ___ ....._.._.. <br /> _ ��____ _.� _ ���.�..____�_ ...�_.. <br /> ______ �_.... --_-- __ __. _ <br /> -.��..... �._.._ _ _� ----___ _ _ ___.._.____ �_________ --._..._ _. -___.�,. . ----___.��.________ ____�_ <br /> ��,...�-�.__ ____...___�W______-�_ _..__...�. � �__-------_ - _ ____ �___..��__ �__ __.____ , <br /> _._�.�_.� __. w <br /> _.__._ __�__.............._ _ _. _ _ _ . _. __ _ <br /> ____._ � ALL EXISTING UTILITIES AND UTILITY LOCATIONS CARE SHALL BE <br /> � ____-� _��._ . <br /> �____ ---____ _ �� <br /> ~-_�_:��___..��. _ ____.__ <br /> ______ ___ -----_.._ <br /> � TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. � <br /> NEW REINFORCED KEYSTONE COMPAC RETAINING WALL. <br /> INSTALL FACE OF WALL ON PROPERTY LINE. NOTE: 3. PROTECT ALL ADJACENT PROPERTY, FENCES, AND VEGETATION. <br /> EXISTING CURB LINE WALL HIEGHTS ARE SHOWN AND COORESPOND TO CONTRACTOR W�LL INSTALLER SHALL PROTECT ALL STREET TREES, FIXTURES, POLES, UTILITY EQUIPMENT, <br /> DESIGN GUIDANCE BELOW. � AND OTHER APPURTENANCES ON PUBLIC PROPERTY. <br /> CONFIRM ALL FIELD CONDITIONS <br /> 37TH STREET PRIOR TO WALL INSTALLATION. ,� a <br /> �, 3 <br /> � i � <br /> � � o °' <br /> � � . <br /> 1..1 ��°° �t � m � `� <br /> � � � N � I <br /> � <br /> U � <br /> � � � � � � � <br /> o � -_�c o <br /> Z o � <br /> � m <br /> N <br /> � <br /> � <br /> KEYST(�NE CC�MPAC UNlT5 - t�IEAR VERTICAL S(L.TY SAND; �=�a°, y-�za ��� ��4�rv�m�� C)esi�n/�stimatin� �har�s : �ein�forced W�I� �har� �1c�tes <br /> Nti SUHCHA�GE • <br /> ; ...,�F:_:.r..,,,.. ..:..,. � a PLAC�MENT �-, <br /> �C:�GRI a.o� <br /> ; � _ <br /> � �.,. �eng�h �, 7.0� � <br /> ` � Conversion �' 7.Q` �� � 8.4' <br /> � 4' 1.Zm �`' <br /> ' ��� ������ � 5' �.�m ���� �_o� �� �.o� �.' 7.0� ���� �.Q� �C'h��eys�one reinfiorced wall charts are gr�phically p�ese�l��d fi�� sho��fihe p�c�per l�cai�o�� �nd Ier�gths of g��grids used�v�fh <br /> H REtNFORCED � t�' 9.8m 5.4' ; �; � � <br /> � SOIL�ONE � 7' 2.l rrt a+� � <br /> � �, z.n�, : 5.�� , 5.0� � �.a� �.�� �' �.o� � �.o� Keystc�n� Gompac units at th� n���r verti�al �nd 1 inch �25��m} setb�ck batter ��°}. Design heights �vere set in two �lc�cic <br /> �. � � � : } �y �jr <br /> � increments bc�p�innin at 4.3 feet 1.3m anc�enclin 11 fe�t 3.�n1 . Enq�ineerii� "�.�d ement sho�xlc�be used��vhen interpc�latin�7 J � o � �o � <br /> � � R` 2.7rn �, �. �� 7.0' �� 8.0' Z7 � � � �j � 1 L7 � L3� t7 X b � � � Q <br /> i0' 3,Clm 5.0` 5.0' `� 6,Q' 7.0` <br /> bet�veen hei hts, Iz� erier�l, eo ric� s l�ou l d be lace c� a�t h� desi �z e le�r�tion fc�r t h� entir��w��I l I�n t h c�� unfi i l �l w a ll ste is � � � � <br /> ��� i � _:: ���� �� � ����� � � � � P � �� � � �, � <br /> 2,�M � <br /> `� �� �� �I {1.6M} {1 �aM} (1.7M} {'� 8M� �{2 1M} � } � <br /> -�-,. �-. �---� _ . ,, _: . . . . n 1 xz ths were set for 4 feet 1,23m n�inin��ln� a�zd a 70�'/� reinf�rce�me�lt len th to wall hei ht � �' o <br /> , :� � �,�., reached, Mzninlum re�nfo�ceme t e � <br /> .a: . �v,�:. � �r �, _�� � �.�. �� ��� ,�� . . .���: <br /> � ,.��� � � � � � <br /> ��a���.�:� . , �. <br /> ', ;,, , ._, ,� �`;> ;�� ; � �. ..... . � . , �..:�. � �. ' � � <br /> W � <br /> : �, , �9�:7`.:: 3,Ot�n .....; 'E 1W<0:� � 4m) ; , , <br /> � ��, � 5 7 '[ 7m � 2.1� 8 2 5 �. �. ..}. <br /> : «.. : _7. <br /> __ � '�� �,....... � ; < ; �,3m �,: . . „ �:. . �t� �...,_.. . :��_ <br /> �� � . < <.. .. �HE(�NT 4.3 . _�. �_.. :� f ...��.�.�..,. . �I.,,._t �C!}�..��. __, ._.�� _t__�, _,.� ... ... ,.�, . , . Z <br /> ...0 �x .:: �...:..... ,_���..__.. . � ��-�.._ _�.�.a,� _ Q <br /> � rat�o, Always use the sazne vert�.cal s��c�ng c�f�;eo�rzd�hroughQt�t the wall, Top laye�s c�f geagr�d shall never be nlc�re t1���12 � o � � o <br /> 250PSFSURCHf1RGE l:JEC�vRID PLri���ENT ' -✓ � O <br /> � - �� , ..� ,�_���;.� � ��� s,o� <br /> �r n�t s f r a m t h e t o p c�f t h e�a l l. B o t t o m l a y e r s a�g e o g��i d s 1-�a l l n e v e r b e n�o r e t h a n 2 u n i t s f r a r n t h e t o p c�f th e I ev e l i n g�a d, I��s�r t V � �c� � . <br /> � ,� &.o� � a gec��rid layer at these lnc�tivns wher� 2 unit co�.�rses are e�cee�e�. 250 psf surcharg�is a��aliec� �i inches behind the��il Uf the � � �, z � <br /> � ''I 7.0� � s.o� ` �.o� � � v� � <br /> ����i �� u��i�s. �c�i� ran�es��ere sele�te� t� apprt�xi�nate �;oad, medium a��d paoi sozl c�nditio�?s t4 �Qver the typic�l desi�n r�r3ge. Wall „ � � � <br /> � s,o� �.o� s.o� ' s.a� � � <br /> H \ ���N������ � � �.o� �' : � height is t���tQt�l l�ei��t of the w�ll fronl the top of the 1evelin�;��ad to tc�p Qf w�ll, � �u = o <br /> sai�zoN� <br /> ' � ,'r� � <br /> ��� s.a� � 5.0� ��. s.o� � �.o, ��, a.o� " s.o� > w O <br /> � � z � <br /> �� � ; s�o' <br /> � ��� 5.0� �.o� �.o��� �.o� z: �.o� The charts�.�s�R�nk.ine e�rth pressure for calculatir�r�s. The following ch�rts �ss���n� tlze �.�s� af a coa�ed�olyest�i-�eogrid with a Q <br /> _ __.__________ _ .._� _.____________...._______�� � .. <br /> ._____._ ____.__._ _.�_ �._... ___ <br /> _.... ___.___ _ _... ___.__. _ _ <br /> � _�.__ ����:i t�.SM} t�.�r�� 4�.0�� t�.�n�� t�.sn�} tz�M� rninilnL�n-� �llc�wable c��sigs�str�n�,�th��: LTI�5=18�5 pl��2�.4 kNln�) T�1-I2��plf�1�.3 I�NIm�. The follotiving�eogric� types are � o <br /> . , r <br /> ..,. � , � . , <br /> � . � .. �, �� � <br /> �::: , ....,. . � � ��, ,_; �,�,���,� � .: . ,,� `�� � z <br /> �.;,� �-� ., „ , , � �� ,:� � . <br /> � . ...; ,��,. . - � .....; ,:.::;.. � _...... ; �._, �� ..� �: � . �� �� �� • <br /> , .� �S � „,.......... e ,.�. „��., � k. , <br /> �.t_ x,. rv.. � �. � {)(Il �., � <br /> �,� . �� �_ _ :�. � � � � 1�:7 . , '` ��,0��� �T;Tt <br /> r, ,. _ �� r..... ...�. � � � �.� �. 5.���� .7tTt . , � $r�... �, (11'. ...�... {�� . .}..� � ��� { }..:"� c� <br /> � ..� � f_: � �H�IGHT 4:3� .t3rn a (1 �:::}.:: . ? f� .: �.'l m}......... .,.{ ��....�}_. _.... ., . .,�_....� ' <br /> �� ��o..� ��:� �� � _ � : ...�.s. � ���._� ��.��..� �:� t_ _ suitab�e w�th these design charts: <br /> _W .���� -- � z � <br /> » Sylzteen SF35 by�yntee� � � <br /> » Mir�.grid 3XT�y TC �vlir��i � <br /> REINFQR��D VifA�L SCN�MAT[� » S-trata�rid 200 by Strata �ystezr�s Z <br /> � �� <br /> Y c�� � � <br /> �...::.. » 5�C3�-2a by Huesker Iz�c. <br /> Wall Height(H} is the tota) height � <br /> Setback(Batter �,,, .,�_ P>acksiape or Surcharge {CQtll tOK? �O bOt��?C71. � <br /> c��upa� /� t�ll geogrid l�ngths shown are the ac��a1 lengths of�;�c�grid�eqt�ired as rs��asur�d fr�m the�i ont wall.face ta t��e �nd of�he [] <br /> Finished Gr�de �� : �%(IC1tC1`lUCT1 W��� �'TT1�3C3G�C71@I1� IS �1 t(lC�`1GS � <br /> KeYsta�e ca�p��u��t5 •.1 ��:'�.`'': .�`:j�r: 150mm} or Hei htl2o, wh��h�Ver �S geogrid. 'T'he desi�nf�stimafiing charts assttm.e tht�t the walls are constrtzcted in accordance with Iteystone sp�ci�'iccitions and .� -� <br /> .,: : .:"�;.��'�.��'•r�'.r . .r'�.;• � C� � � <br /> ;rr::��� ..��:"•�`::�::::���::�::_�::;��::� ood constru�tian ractice. t�ll sail zones (reinforced, retained, ar1�.faundatian) must be compacted in 8 i�1ch (20��n�n) Iifts � <br /> �'•,,� -'''' f ::� �`�., �",�,''`. � ' �re�ter for level tae. � P � <br /> �� •1: ,{"�f+•'r�• •,{'f''' •1 ` �:�';,yl. "f����'"��� ''� t} � �} � <br /> : �l .ti•� ���';;.��`�'�.� S�bs�arf�ce so�ls mus�be c�pabl� of tc� 95/� Stanc�ard�ractar density a��2/o Nloc�ifiecl Pioctor Density as dztern�xnec�by lal�oratory testing. `I'he infarn�ativn � � <br /> ���, ,� ��� �.:�� � � 1 .�, � <br /> � <br /> � �ti,,��er�„�������Y so�� supporting w�l I system. con�ainec�in the desi��lestun�tiz�g chart� are fc�r prelzminary c�esX�n use vnly. A c�ualified profession�� shoul� be cQr�sultecfi.�oz � e, � . <br /> o �. ,;.;,�:;�;,:.�:,�;���' U n it d ra i n�g� f i I I i s 3l� i n ch (19 m m} fznal desi�n ass.tst�n�e, Keystone a�ce��ts z�c�li�ibility f�r the us� of these charts. <br /> . .:'.::, . . � . <br /> v°-i �.� , `�.� '�'. Reinforced Soil Zone <br /> 1 C� <br /> i 1 cle�n crusF�ed stone. � F-�-- <br /> w - � <br /> � � � <br /> o (���h � � Leveling ��c� is crusl�ed stone b�se v� <br /> ,...,..,... . <br /> � � <br /> � � materi�l. w LLI <br /> i �� <br /> o ' f <br /> v Retained Soil Zor�e �II b�C�CfI�� t�C'tc�t�.'CIa�S at"�' CC}CTI�JJa�t�'C� � \/ <br /> / Wall Height '"'''''''''' C1 ��J°!o rC;� F'CC+CtOC C.�Pt`ISi�Y t�C <br /> .•,..,.•..;..•.�.• •. <br /> .. .; ( <br /> ¢ �:� �` �;.'::�.'::�..:�;,.;�::�`. �� �n�t�� 92°/a Moc�f d�Practc�r cler�sity Q `� � <br /> � °5y� � ( z � � <br /> �� `••'• �' ��' <br /> .•.�.�'• <br /> w Reinfr�rc�ment ( <br /> � � <br /> o ,,�� G�c�grids must be af apprc�priate typ� � � Z <br /> .�..:..:..:..:::.. <br /> � , � anc� ler�gth per the design. � _ <br /> o � w <br /> , aoi . <br /> � y N � <br /> � '�..- Limit af Excav�tinn <br /> � � ����� �inished grade rnu�t provid� positive � � <br /> ..:..:..;�..:.. . <br /> .............::.:.: <br /> SCALE DATE <br /> �' �� �t��r ����� � � � `���'�'���• AS SHOWN 4 11 2018 � <br /> / Y Y: i .5 � • <br /> " UTILITY CONFLICT NOTE � CAUTION: � � � � = 1 <br /> � � � <br /> � Embedment y; � T�"l� SyCTI�}Q� cJ'� li"tf�I�c��BS Et�C1tIC7tl <br /> � `"�� � �:'x Y`":,�':.; ,: •',�:'� �� � �� and len th of eo rid measured fram DESIGNED BY CHECKED BY <br /> o THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, :-;:�;.���.;�;,�.F,�.4��'.'� u�,ft Qr�;n��e F;�i g � � JLS JLS <br /> i DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE the front of wa{I tr�th� end of the <br /> v PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL f e��l�ng pad -. �r�in���CoI����io��ip�C�f�e����ed) ����r�� <br /> o AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE JLS JOB# <br /> 18-119 <br /> � CALLING UTILITY LOCATE � 1-800-424-5555 AND THEN POTHOLING ALL OF THE <br /> � EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY SHEET# <br /> VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE <br /> Q CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR <br /> TO PROCEEDING WITH CONSTRUCTION. ` �� ���� ����� ��l�� . <br /> � SHEET � OF 1 <br /> � <br />