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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
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<br /> � ,�!��� TO REMAIN N
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<br /> � �: STAIRS AND ,/ �' �
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<br /> w � WALKWAY � EXISTING HOUSE ,�'�E � �� ����m� -�-� � w
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<br /> � I � TO REMAIN � �� J
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<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
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<br /> i1 � �`~��,�` �� l . . . . . . . . . . . . . . . . / /,� �
<br /> ��� �/` ��.��,�,'� . . . . . . . GENERAL NOTES
<br /> �; / �
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<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
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<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 � � � �
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<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 �
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<br /> � ��, � 5 7 '[ 7m � 2.1� 8 2 5 �. �. ..}.
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<br /> �� � . < <.. .. �HE(�NT 4.3 . _�. �_.. :� f ...��.�.�..,. . �I.,,._t �C!}�..��. __, ._.�� _t__�, _,.� ... ... ,.�, . , . Z
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<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
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<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
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<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
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<br /> �.t_ x,. rv.. � �. � {)(Il �., �
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<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-�--
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<br /> � � �
<br /> o (���h � � Leveling ��c� is crusl�ed stone b�se v�
<br /> ,...,..,... .
<br /> � �
<br /> � � materi�l. w LLI
<br /> i ��
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<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 /> .•,..,.•..;..•.�.• •.
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<br /> ¢ �:� �` �;.'::�.'::�..:�;,.;�::�`. �� �n�t�� 92°/a Moc�f d�Practc�r cler�sity Q `� �
<br /> � °5y� � ( z � �
<br /> �� `••'• �' ��'
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<br /> w Reinfr�rc�ment (
<br /> � �
<br /> o ,,�� G�c�grids must be af apprc�priate typ� � � Z
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<br /> � , � anc� ler�gth per the design. � _
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<br /> , aoi .
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<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
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