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<br /> SE 1 /4 , S�N 1 /4 , SEC . 29 , T�NN 29N , RNG 5E �N . M . Z
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<br /> ;, ; ����� ; � ; �� ; � ; ; , � GENERAL PA l/EMENT AND STORM ORAIIVAGE NOTES.� �
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<br /> "° ft� j #q > °�' `' � � i � _ .—. _1 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND OR
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<br /> 1� � � '` � ��j� � �' � xy w WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE.
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<br /> } ; � : � � 75.0 ! i f ' ; v", 2. THE CONTRACTOR SHALL NOTIFY OMEGA ENGINEERING, INC., THE OWNER AND THE
<br /> ; :� � o � „ j � � �; Q INSPECTOR WHEN CONFLICTS BETWEEN THE PLANS AND EXISTWG FIELD CONDITIONS OCCUR, �
<br /> o �� 1�` ; � � � � N F AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. Q
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<br /> ' � E � � ��� �' `, � 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE
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<br /> � : !�'� `''�, �\�, � ��€tf �-� � { � ' � � '� UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTED BY THE CITY. � Q a Q a
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<br /> �'�� ! o t, ���� `. `�Z��'� '� �'� � ',�. 0 4. APPROXIMATE LOCATIONS OF EXISTING UTIL.ITIES HAVE BEEN OBTAWED FROM AVAILABLE �"
<br /> �F <; o ; �,,'��p,�.�� ' � � � ; � � RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR �Y . �� .��
<br /> _-_____._��r_ . _,_ ..� ; , o �� � __,�_. __.___.__.. _...� .___..___,.,_�__ _._._..__.._._.___.____..__.�__.__...��.�,... ._�___ __ ____.__ _ _ __ �_,_ _-._.____�._ ._ ; ,,._ , ��_._.. __._�.__ _ VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. E�
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<br /> ' � �� �;�, �. t 3 �z����=�4.�.>�P�'� � � II/�� IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL �.•� ,�.
<br /> ; � i �� ` �'�o� � '` � ;-�-;��" '� ��-=�•'� ' ' II HORIZONTAL SCALE NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY � :� �W:
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<br /> j 1 � �°°..�\�,�.�,, �:, r• ``_. �� �; , , � � E v THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. � ;� � �,�� �
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<br /> � �, ;. \�'`� '\� � � --- -- --- -._ � _ '� s �y� � � ,� � � 5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO °�.�5''••••• '�
<br /> '"' � � ' ����,� � ������ ���� STARTING CONSTRUCTION
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<br /> ` ; ` �I 6. ALL CB'S SHALL BE TYPE A PER STD. DWG. #402 UNLESS OTHERWISE SHOWN.
<br /> � ; ''�-�� �'�,, �' ��� �� , � ��.� o BASIC SOIL AMENDMENT NOTES
<br /> ; � i i r= � i :;.',r_`�_ ��a�..., rS � � c.a
<br /> � 0 7. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF THE COMPLETION OF �
<br /> ` � 5�� �� � ��" �`''='�-�`- -"�`� ` � G'- CONSTRUCTION. IF RESEEDING IS NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL
<br /> �'` � '?- 3 OPTION 1
<br /> � �' � '"��� , ,. 1 �f � ! � PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
<br /> E � j ,�,;p .i ; �- ;.� i,� ,�nP ;,f , .�' ,� , ; , ,. ; ,,-� ;%, ,� i ,. , � : = Scarify or till existing subgrade to 4 inches depth (or to depth �
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<br /> � '"�,�' � ; �� � needed to achieve a total depth of 12 inches of uncompacted soil g. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING � �
<br /> � ;' � after calculated amount of amendment is added, see s ecific C NSTRUCTION. DUST SUPP 10
<br /> ; P 0 RESS N AND STREET CLEANING MUST OCCUR AS DIRECTED BY THE
<br /> � � � �'� � '� y�� 2 STALLS ' �� � subsections below). Entire surface should be disturbed by PUBLIC WORKS INSPECTOR. �
<br /> %`�. /f, � � NEW 24' ACCESS RAMP ; r n
<br /> ; €t ,�° ,,s° , ? 1 s = 20� MAx. '�l ' scarification. Do not scarify within drip line of existing trees to be v
<br /> I MAINTAIN EXISTING 9. PARKING IS ALLOWED ONLY IN QESIGNA7ED PARKING AREAS. � W
<br /> ; ' _� ,� '� 'i � C $ �l i RIM ELEVATION. retQ�ned.
<br /> � EXISTING 2425 BLDG f �
<br /> i ' '� �' i, � � � PROVIDE WATER BARS� Within Stormwater Drainage System locations or Landscaped Areas ♦ ^
<br /> ; � ' ': ;� �% � \', � ; AS NECESSARY TO o (10 percent organic content) - Place and rototill 3 inches of V
<br /> ( j � = u� �, 1 D I R E C T R U N O F F F R O M �
<br /> �F EX. BUILDING {� ' "
<br /> _ � r• �' ;� �� a.� 2 F ON—SITE PARKING -� com osted material into 5 inches of soil a total de th of about
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<br /> ; ` � ' f� � ��""" P� " ' _�+�� INTO EXISTING GRATE. Q
<br /> � ����� FF=71 .10 / r Tr� ,,� �._ �_ �\�� — � s, y
<br /> � � �> � � _-�-- , r � : -�� � � 9 5 inche for a settled depth of 8 inches . As noted previousl
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<br /> ,�i --`"� � ' , �, ,��,�; , f ' ' � " ' `'�°'� � QP� � subsoils below this la yer should be scarified at least 4 inches, for
<br /> ;� �' F�°' .,�� r�! ,��` ��,; . {� k 62 CONNECT TO EX a finished minimum depth of 12 inches of uncompacted soil. Rake �
<br /> � ``� � `` ' ' ' �X ;�t�ii_<:slt�Cx r� �f;�', i ;'��• ( >,r�, RETAINING WALL �
<br /> �� � ��° ,/ ! �. X� � � ���' �;a. :E beds to smooth and remove rocks larger than 2 inches diameter. � Q
<br /> ; f � �,,K:,_ , SEE STRUCTURAL Z
<br /> i � � , ,�'�# � . o R AiK � (T ) �4 p� � PLANS_ N p Mulch areas with 2 inches of organic mulch. �/
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<br /> : / /�,�.-�;j'/,�'"� ,- / � / �:�,� , ., , , �-�st r u 4 NEW RETAINING o Within Lawn Areas (5 percent or ganic content) - Place and rototill
<br /> i , � - ` '� '' ° , ' ; , � ` " . , .- � �--�-� j " ��' � � _ wA��, SEE � � 1 75 inches of c ted material mto 6 25 inches of s
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<br /> � _.__ _-��`" N90����0�„W..... �04:8$'__.. E.IAI RE�{CINING � �, w STRUCTURAL Z _ . Ofl'1pOS . OI� �C1
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<br /> I � + �� _ _g i ,����� �� _ �20 0, � � \i = � total ame ded depth of abou 9 5 inch s for a s tt ed depth
<br /> n t e e I of
<br /> . � : �.;: _ _ - _ __ __ ._ � 8 inches). As noted previously, subsoils below this layer should be
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<br /> � � � � � � �"`� � _ ,,._. --�� �--� �-� �-��� �����" "� _ = � � - . `"� � �� � o „� scarified at least 4 inches, for a finished minimum depth of 12
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<br /> � - ° f� , 1� , - �_ _.__.__ __.. _. �'_....__ _ ._� -. . _ ~ � � - � ; _ Z = � o ao
<br /> a, �,� --;,�-- , , � � inches of uncompacted soil. Water or roll to compact soil to 85 ? N N �
<br /> • < �. _�,.�.._�. - a..�,...�..,.______._.�.��__ _.._- Z � 00 �
<br /> _,� _ _ __,.. .4 �- �,,, .-n ��:��-==��M- - ,. � : ��a :5� , ��NCE To �� ercent of maximum. Rake to level, and remove surface wood
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<br /> � �� � � ' 0 END F W � Z e ns n roc larger a n In ame er � a
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<br /> RELOCATED EAST
<br /> � �EX. GRAVEL� �16.0� � � ' T O R/ Z � W
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<br /> k ���. �� � �� �� ; 39T�H ST�_ �� ���� ��� �� �� '�� � ` ` R45 0, �♦� oPTi oN z w � N �Ny.
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<br /> � �: ; m �- If placed topsoil plus compost or other organic material will ,,, w ... ,�
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<br /> �T' - - 19.6' � � amount to less than 12 inches: scarify or till subgrade to depth Y �
<br /> ` AMEND DISTURBED SOILS U W
<br /> �EX. PAVEMENTN ' ADJACENT TO NEW PAVEMENT needed to achieve �2 inches of loosened SOI� after tOpS01� and � �
<br /> � PER SPECIFICATIONS, THIS SHEET. afYlBndfYlent are placed. Entire surface should be disturbed by � W
<br /> � scarification. Do not scarify within drip line of existing trees to be
<br /> NEW 20' PAVEMENT N
<br /> � MATCH EX. GRApE � retQlned. N ■
<br /> � �EX. GRAVEL� � TRANSITION FROM 20' Stockpile and cover soil with weed barrier material that sheds t�
<br /> � ; TO 24' WIDTH IN cuRVE moisture yet allows air transmission, in approved location, prior to a Z
<br /> � grading. �
<br /> G!>Cc�Q�^ BLvc.ct-°oti�/yi�S�" Replace stockpiled topsoil prior to planting. � �
<br /> � WZ
<br /> ,, /��vr��r� �c-�G7��r�h4�- ` Within Stormwater Drainage System locations or Landscaped Areas '�
<br /> `� ,9��rsf �"�ede L��a�o�� � � (10 percent organic content) - Place and rototill 3 inches of `W
<br /> � . _�......1._ _._.�� � _ �__. _.___
<br /> ���� � , composted material into 5 inches of replaced soil (a total depth
<br /> �{' h�Q��p�, L�,�,l�v�� G�ifG, of about 9.5 inches, for a settled depth of 8 inches). Subsoils Z
<br /> CG-ty� ����'�" �Q�• �"f4�'�'�'�� below this layer should be scarified at least 4 inches, for a O Z
<br /> Q�� QdG'J�N'rQ��fs. finished minimum depth of 12 inches of uncompacted soil. Rake W
<br /> beds to smooth and remove rocks larger than 2 inches in
<br /> ' -�i�-�'�� LL C'U�-� �r�1c�<��✓ diameter. Mulch areas with 2 inches of organic mulch or stockpiled
<br /> p� �C+ duff.
<br /> !�L OL✓'c?�I GjS .S�L�4�� � �
<br /> Within Lawn Areas (5 percent organic content) - Place and rototill
<br /> 1.75 inches of composted material into 6.25 inches of replaced w
<br /> soil (a total amended depth of about 9.5 inches, for a settled n'
<br /> depth of 8 inches). Subsoils below this layer should be scarified at w o z �
<br /> l e a s t 4 i n c h e s, f o r a f i n i s h e d m i n i m u m d e p t h o f 1 2 i n c h e s o f � � � � �
<br /> u n c o m p a c t e d s o i l. W a t e r o r r o 1 1 t o c o m p a c t s o i l t o 8 5 p e r c e n t o f z � c O �
<br /> rr�aximum. Rake to level, and remove surface woody debris and O (f� s Q
<br /> rocks larger than 1 inch in diameter. _ _ � N w
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<br /> � „ Pu cseRv�- �S ��,._,� D�� � �` ��::�77' a
<br /> 6 GRAVEL BASE O
<br /> , DRAINAGE � E�cOSIOtr �UBLI�N�C�f'ACS �
<br /> ' � Oc':�st�tT�fc;�IT
<br /> PAVEMENT SECTION A��ER �___
<br /> .4 FUBLtr woj.-< P!'�:att SS
<br /> Fr��,tSHE�� . .,�� �;� 57��.:tR.'i'� PROJ.NO. DSN.BY:
<br /> � SEWER ,
<br /> ci� Cc, , i�u. Otl 71/T.i
<br /> � N:,,� f�� , �::,,:._,. ��,� �u 16-1018 JMS
<br /> � .•Kr � r,., n , ,�tk� PfR
<br /> TRAF � ,..f . , .r;3`zDS l!"�ID DATE:
<br /> , �s, �-��������¢� 7/2014
<br /> � , .��n��: s�.ucrton Has
<br /> ENGIR� ----- , .
<br /> - SCALE:
<br /> 1" = 20'
<br /> CALL 48 HOURS DRAWING NO.
<br /> BEFORE YOU DIG
<br /> 8„ 3
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