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� , <br /> � .E . 1 / s c . � , � . � �N, R. S� . W.M. <br /> � ,j fl 0 I S C O IJI�T Y, WA. GENERAL ROAD & STORM DRAINAGE NC?TES: <br /> r / <br /> � � <br /> :�,;;. ,�{,., � <br /> �,,:f�A , �,.� �� � � � j 1. ALL WORK AND MATERIALS SNA�L CONFORM TO CITY OF EUERETT STANDARDS (JUNE <br /> �: 1 �� 1 r 2017} AND/OR WSDOT/APWA STANDARD SPECIFICATIQNS AS APPLICABLE. <br /> .. 1� �� <br /> a.�- �n � j � � <br /> ` ` -� � ' / � 1 /-- 4" CLEAN-OUT � d W � 2. T H E C O N T R A G T Q R S H A L L N O T I F Y J.C. Mc D O N N E L L P E., T H E O W N E ft A N D T H E I N S P E G T O R <br /> ���"�µ�� __�,� , <br /> 'µ � � =� �� � � �� (TYP) "' � � � WHEN CONFLICTS BETWEEN TH� PLANS AND EXISTING FIELD GONQITIONS t�CCUR, AND SA!D <br /> ,� ,,m�' � �. � � � � � N _ + o � ¢ CONFLICTS SHAL� BE RESOLVED PRIOR TO PROCEEDING WfTN CONSTRUCTION. <br /> r�:: ' 4 °%'� � � � � � � � � r h ; ¢ � � � 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE <br /> E�f==''�f��: <br /> -� �j �` �' � `: � � � � � � � � n � � � UNTIL IT HAS BEEN TESTED, INSPECTEQ AND ACGEPTED BY THE CITY. <br /> � � 1 `` � ¢ � i3 ° �............__._�_.__.�_.__. ,. _..�. __.. °� b- ��..��..�..____�m�d�.�.._�._._._ m..�__�.m.e_�.m_..,� > � ___.__...._..__., <br /> �___._.___.__._.__�__ <br /> �.e.z�d �- z � �d......._.....e. � J F1NI�HED �. � "�'. � <br /> _., m_............_ <br /> � �� i � �� � 2'X 124' ROOF DOWNSPOUT �' W �' ; v ���� � ; 3 � � ; 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE <br /> ��' � ��' �-�' �' � � � = RECORDS AND ARE SNOWN FOR CONVENIENCE. THE CONTRACT�R SHALL BE RESPONSIBLE <br /> � ��' - l �/ � � "� lNFlLTRATION TRENCH -- s �.00% �X, �R���� j� { <br /> ` F�OR VERIFICATION OF LOCATIO�JS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES <br /> 1 � � ry� � �����������������m�� ���0�j° ; ° NOT IF CONFLICTS WITH EXISTlNG UTILITIES AR1SE DURING CONSTRUCTIQN TNE <br /> b � <br /> � inc� = 20 f�. / - / i� � � � . �i --�--- .�. �� i-2.00/a ..,- � _ <br /> � �- l � `� 18" YARD D RAf N � "��-- =-'�'"� �' t <br /> _ � ---- � , ,�� <br /> �� o �.___d�___. ___._�.__.__.��. :�� �_.�.1,__.�___.._____..��w..ww..._.___._._�_.w.w__....._.._..�...__.W.�.__.._._ CONTftACTOR SHALL NOTiFY TME PUBLIC WORKS INSPECTOR AND ANY �HANGES REQUIRED <br /> I � ! � �,, � ...m�,e��..e...._.._ �_....._._�m������_.�... � <br /> '� 44 ' � ���LF� �vc� o.soia _.�.�. _�__���� .r ,,., ;� � 445 . <br /> / � 1 � � , �, ' , WI OVERFLOW , �;-- � E I ER PRIOR T4 COMMENCEMENT OF RELATED <br /> �-_- ° � � 38LF 12' PVC a�1 0.50°l0 <br /> �.__ �� <br /> �,_ E <br /> �/ � � �� I �� �` � �, ,� � ; �..�. �_..� � EX, 18 STORM <br /> ��.. <br /> �..� �� , �_ ) <br /> .,....a.,.... "�"' ... ..,W...^«..^�.�.-.�.,,..... 3 E } It <br /> R p � � Y, <br /> 3 <br /> � o ��� � � � � �� � � � � � - _ �-�. -��-- �-.. �___. _-�-- �_- �- _� �_� � � :� 5. ALL STC?RM DRAIN WORK MUST BE STAKED BY SURVEY FOft L3NE AND GRADE PRI�R TO <br /> � � � � �� �� ���` � �� � 18" YARD DRAIN AT � � _ � � � � � � STARTING CONSTRUCTION. <br /> 0 _.,.._,..._,____,_,__,................,......,,,_,_i._...�W:.w:-�._:�..�....._._.,�,,,,,,W,,�.:::.:�::.�::.....,_._,,..,.�,.,,____.______..______._. _..,,._�_�. CB 2 TYPE 1__.�,_._____�..,,___,_.__,._„_,. �.__�_�_��___..__.._.__,.,__.�„_,��,_.�_. <br /> � / m _ �� �a� <br /> / f � i� �"'cs��� �� �� Rt�(JF DOWN�POUT ' .��..�--�-�i � �.�. .� _�. �-� ?_ _w.. � ��� sTA t��-21.�0 9.14� RT P � � � 6. ALL CB'S SHALL B� TYPE 1 OR TYPE 1 L PER STD. DWG. �402 & #403 UNLESS <br /> � , � ` � �.� A �r _,_, �.�_ ��.� ��=��s.so`_� � � OTNERWISE SNOWN. <br /> � / � 4 j � � 1NFILTRATION TRENCH � --.. ,___._..._�_ _�--� � � � <br /> � � � � � .� �--�--�...�.__ �� ��v=4a�,1�����,���� �v�).....� � ; <br /> 1� � I l `.. " �'� `, (TYP) CB 4 TYPE � .��� Y.e.��<..._��._, . <br /> ( '� -� � � � CUNNEC7 4" SO�IC7 PVC PIPE o ; i� ov7=4��.00'(12'°�vc) � ' 7. ALL ST(JRM DRAIN PIPE SHALL BE CORRUGATED HIGN DENSITY POLYETHYLENE PIPE WITM <br /> � � � LF �EF�F PIPE 4�. -�_ � sTA �+s7.2�, s.o� �T „ ' o SMOOTH WALL INTERItJR UNLESS OTHERWfSE NOTEQ. <br /> \ a L� PER� PVC 0. 0 <br /> ; <br /> I �� /' ` <br /> ; <br /> ; <br /> , �8 8 5 0 <br /> @ <br /> '� UVERFLOW DRAlN TO CB #4 @ 1.0/� MIN. _.,..._............................... .G�-���.7� ` z C B 1�T Y P E 1-L_.W�.�_._..._..w._�.w. <br /> � � � � �� l � a 43 ,._ �� fl��.m���.��,{si��vc}��.�._.__...__._._______���._.�.�__3__.�_______._.._..._....._._.___�_...m�.,_�.._....�....__..___,M.�.�__��. _._�._.�.__.�_� ��.� so�iD �oc��N� �.i� 435 g. ALL EXPOSED GR�UND MUST BE RE-SEEDED WITHIN 30 DAYS OF THE COMPLETION OF <br /> / f � � � �� } � �` � CONNECT 4" PE9�F PIPE ��YE. STA 0+21�0�9.14° LT STA-0+16.33, �.�o� ��r CONSTRUCTION. IF RE-SEEDING IS NQT PRACTICAL DUE TO THE WEATHER OR SEASONAL <br /> O t � j � � t � � r FOOTING DRAIN TO CB 4 � C�TCH ASl OFF�ETS G�=4�s.so� G�������7� PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY <br /> �J 1 � � �., � �� � �� f PERMEAB�E ASPHALT aR CONCRETE Tfl CENT� C7F �TRUCTI�RE i� �N=��s.z�°{s°°�vc) IE IN=442.81�{�z°'�vc} ENGINEER. � <br /> � ��I �� ''�,. � �� � � ��� �\ { PER STD DVVG #43q 3 IE OUT=443.28�{a����R� �vc} 9. CITY STREETS ARE TO BE KEPT CLEAR OF D}RT AND DEBRIS AT ALL TIMES DURING <br /> f �.� � f � � ,�� � g (TYPICAL F�R ALL DRiVEWAY�) �� 430 <br /> � CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING �1UST OCCUR AS DIRECTED BY <br /> �� ��� � � \� j � ``�., �� � � � °� � � � '� TH� PUBLIC WORKS I�ISPECTOR. <br /> �. <br /> � I � � � � � � � �, � � �' v-`°- �' � � � <br /> �� �� � � � `� � � ��������'�� � �'� � �- �- �' �- �°° �- �` � 10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS. <br /> -`�� r� � � _ � �� �- � � <br /> � �/� �� � � i ���'''�\ `� �a��, x �� 12LF�� sa a� �.°�l° 11. IF ENCOUNTERED, ANY EXISTING ON-SITE SEWAGE SYSTEMS MUST BE ABANDONED AND <br /> / �� �f�"z� �'� � ! r'-- _ f � �� ; �.�� �Z�F�6°°SD @ 1.0°la 1 -�80 7 �00 0�-0� -D�-25 FILLED IN ACCORDANCE WITH SNOHOMISH HEALTH DISTRICT STANaARDS. <br /> � � �� � � i � � 0 12. PAVEMENT PATCHfNG SHALL CONFORM TO STD DWG �326. <br /> 9 � � 1 i � � � � � . , , � � <br /> lf t�� � � � I � ' �.4 �, ��j �� ,�y, .. �, �t0� <br /> / � ��' `� � � j i ` � ���,'r , �f yF . • �� � ►Jr►� �oA� PRo.r�L� ' <br /> == <br /> Ct�N��CT 4" �E�� PIF'E FC7OTING ( li� \ ( �'" ' � � ' ; CQ 4 HORIZO�TAL SCA�E: 1°=20' <br /> [.���I�J c� �" �C��.1D QC�WN�POIJT j 1 � '� �,.. � � . . . � ��_ , <br /> , i � � f� .a�� : �����'� sr��o <br /> ��R�'�A� �CA�E: 1 -� PERMEABLE ASPHALT NOTES <br /> D�A[(�� TO CB 4 � i 1� i �-� ��_� . <br /> /� j f �, I � r � �� �- �.� � � �, 1. CONSTRUCTI4N ACTIVITY WITHIN THE DRIVEWAY AREA MUST BE ftESTRICTED TO LIGHT <br /> r � � � � ' � ���� �'�"- I ( �� °`�� DUTY VENICLES NO TRUCK TRAFFIC ANQ SHALL NOT BE SUBJECT TO EXCESSIVE <br /> 3 •--;_.__ ( 1 <br /> / � � � � � � t _----_. � `'�-..-r,^ � �a.., �,� �;:�.� , �� : ) <br /> � �Y f f o TRAFFIC OR EQUIPMENT TO MINIMIZE COMPACTION OF SUBGRADE . <br /> e � � u, � [ <br /> � 1 �� � _�. � _� <br /> � � <br /> �- _ � /� �� � ;� J� ..�. /� 2��F�slls� @ �-o°fo � 2. GEOTECHNICAL E�GINEER OF RECORD (GEOTECH) MUST BE ONSITE TO MONITOR <br /> , 1� � 6"' C�..EA�1-OUT ----���„�l•'�� � ' �., , � � � �4��� � �� CONDITIONS OF THE SUBGRADE. AFTER STRIPPING OPERATIQNS, IF LOO5E OR SOFT 50lLS <br /> j � (T'�P} �' � � � . � ° � � �3� , � � ARE EXPQSED AT THE PLANNED SUBGRADE ELEVATION THEY SHOULD BE REMOVED AND • <br /> � � �, � � � -�� � � � �° i � `�' " � . � � 1 7.0' W I D E X 6" �E E P R E P L A C E D W I T H C L E A N R O C K B A L L A S T F R O M T H E R E S E R V O I R L A Y E R O F T H E P A V E M E N T <br /> ��_ 1 jf�', �- � , 1 �>'�' �l ,� � 1 ��.,, � _' : � -� RE�ERVE COURSE SECTIQN OR AS DIRECTED BY THE GEOTECH. <br /> � �� � � � � �.. .: ,4:, � , <br /> , �� � � �r a � i �� 'o � �o��� `� �� e� � � .. .�; �, � „ 3. THE CONTRACTOR SHALL TAKE MEASURES TO PR�TECT THE PREPARED AND APPROVED <br /> � 1 :� � 4� �� �� � � � � -��� P�� �t �.� �� z; 18 YARD DRAI N <br /> � � : ° <>, , ! `�� � `� � �o°��o�o� �' ,�.' � .� �,�� ; � � ,� � vV1 �VERF�.t7W SUBGRADE FROM TRAFFIC, WATER RUN-ON, STANDING WATER, OR OTHER DAMAGE. <br /> � 1 / � - ` �l � 1 �� p� ��`� � . � \ �� `�r SUBGRADE THAT HAS BEEN OVER COMPACTED SHALL BE SCARIFIED TO A MINIMUM DEPTH <br /> . �. / k e. k . 4,� ��(q ��('��y� �� � �.' .' w'M1. �:3 {�"} k (�(�p,[(� \/ '('g/'°*/� <br />� / � 9 � �.. ` j('jd� LJ� "ClJC` �� i /� { �i�9 tS� �� 0.!>JIV4J. 1/E I !\.//"1� � . <br /> OF SIX (6) INCHES. <br /> � � `` � �� \\ �'Q�ci`���o� � � � 15LF�6"SD @ 1.0%r .. � � �URg t�c �I..�TTE� <br /> I, <br /> � ` � 1 � � ' �' � 1 _ --'�� 9LF �- 2" N�H A��HA�.T ��F�M 4. BEFORE PLACING THE BASE COURSE AND THE RESEftVOIR BALLAST �OR PERMEABLE <br /> -L-�" �-�-N� ' � �*.�� �`=� ��, � � � � � ``���`���P�s� � � � � (10" VV[D� P�� C�� �TD DW� �310) ASPHALT, THE CONTRACTOR SHALL BRING THE SUBGRADE TO THE REQUIRED LINE, GRADE, <br /> �.. � ' i I \ ���,oO�.�o�o��. PERM�ABLE A�PHA�.T AND GROSS-SECTION. THE CONTRACTOR SHALL COMPACT TNE SUBGRADE TO A DEPTH OF <br /> MC}NU�iENT EN CAS� (AS NOTED) ; ` 6 (NCHES TO AT LEAST 90 PEReENT, BUT NQ MORE THAN 92 PERCENT, OF THE <br /> �' � �G SQ S� �� � <br /> � �av�a su�v�Y ������ �,�s �����) �� �,,� � �f �\ �v�'�o��o���' f � � MAXIMUM DENSITY(STANDARD PROCTOR). ALL SUBGRADE SHALL BE FIRM AND UNYIELDING <br /> 1 �a 6 5 �� /� � -�- -�- .. � <br /> , � s�v��� �A�v�►��� , �� ! i 1 �� �a��' fI j �, � =x �'� � �4�F��°�sa a> 7.o°�a fiS DETEftMINED BY THE GEOTECH. <br /> l M I i ' � � \ � <br /> �;o° cs_�au au�r � � � �'�2��� f ��, p� / s� 5. TO PREVENT C�MPACTION OF THE SUBGRADE WNEN INSTALLING THE BASE COURSE AND <br /> f :� �' s . v°�° � �� ���� � � _� CB � 55/ <br /> � ����� �A��� 4" S{3�ID PVG � �.. � �, �' pU�`� ���1 "� t' � �`�� � �'� � a /`� f THE RESERVOIR BALLAST, THE FOLLOWING STEPS (BACK DUMPING) SHALL BE FOLLOWED: <br /> � �,q��� gq��� �-y�� � �(�WNSPC�UT DRAIN � �.,\ �.,� � �'� �' � ' �a � CB 2 / �'-�'� -'�� THE MATERIAL IS DUMPED ONTO THE SUBGRADE FROM THE EDGE OF THE INSTALLATION <br /> � <br /> � � � CONCRETE <br /> {T Y P) t � �� � 2Q� .'� 2a�F�s��sa ��1.o°io�� � v^ � ...�-�`��� s5 A N D S P R E A D I N T O P L A C E W I TE-I A TRACKHOE. <br /> STOR�f DRAlN t�AN�lO�E � 1 -�� � � ,� ��,� �/ e .�� �.-' � <br /> CURB & GU7TER <br /> � PER COE STD DWG 307 <br /> � ���� HYa�a�N�r 10 L.F PERF PIP� '° � �' � �'� � l �,`� �� �, ' d,,,%' -����� /�� 6. FaLLOWING SPREADfNG AND FINAL SHAPING, EACN LAYER OF SURFACING SHALL BE <br /> ��v �� r . q -� 'r �.-� ;5 / 1e o (7YP) PROPERT'( <br /> 4 ���p,�_�U� -�-- 4 � e�� Q�, � j, ��g .:�., e.,.�, � �o �,,,, �, �„.-� �8LF�12 SD a�70.�0/o LINE �IGHTLY COMPACTED IN ONE L1FT UNTIL NO VISIBLE MOVEMENT OF AGGREGATE IS <br /> � N1t��ER METER ' � 'C g' s :,. �:�-�',� o .- /„�- �'� • <br /> � �' ss t �t- � F�° ��`� .' � � -. � �`�- �� OBSERVED RESULTING IN A FIRM AND UNYIELDING CONDITION AS DETERMINED 8Y THE <br /> �..� � '�� ,� G-� �� � ^, e1 f , . � 5 �„ 30.0' <br /> � V�1�1TER VALVE �, � �, ���� \ � � I � �� -�O ` �� r %^ r . � a� /' .�, COE SEWER & WATER ESMT GEOTECN. <br /> ,������ � -t- pCa S i i� � � <br /> Ce] '�dATcR BLQW OF� � ¢�t �� -� � � � Q � � C'�O� ,• ( �'~� `� � -� ' i,%�2 ; ,�./ �5 � � � 5.CJ' -�- 20.0' -� 5.0' <br /> �- �� ������ ������� �°' � \� �� 1' �� d''� � -.. 0 5 I ��d �p r' / L�NDSCAPE ACCESS ESMT LANDSCAPE <br /> C� �1TELI1"Y P(�LE �����`°� ���•���;�� �' � � \ k�� ��,�' � :a�6 � �� �� � i �'� '� O �' � ESMT ° ESMT <br /> �Y L`sG��1 i'OLE �' ` /'rn_��O'� 1 �°�' �� � � ti�� � / 1�.0 <br /> . . � `�.. - � �� �. _ <br /> r �����'�����.� � .���� � ... 5 � `� � � , r o� .-- __ <br /> � UTILITY PQLE A�1CN�JE�� .� � � �' �..� J �/ .� 5 �.b , , .. %,. , <br /> � <br /> , <br /> � . -:�, <br /> � � � � � � <br /> .. � �,��� � � � � �e � <br /> � � �` � s/ / � �` � �� �` ``�� - __. � .,b..F� �'���� ��� ��� ��� ��'" ��`,� � �� `�� � �� ���� This Record Drawin has�been re aretl in art based <br /> � c��- , s �"�. �� � .�. . a, x, � �� � �r t�e � x, ar •.:�:.�: g P P . . . P , <br /> � P�D ivfi�UNi��D TRA��rORP���R �,� � �... �°' � � �- � ,; on"As-Buitt" information rovided b others.Thou h � <br /> ,� ::� � j , . �1��-���.�&� : � 4» P Y g <br /> 5 �, , o ������������ �� ���,,�,����� r �y�&� °; f F M1N. COMP. DEPTH CRUSHED the as-buiit information and th'rs drawin are based on <br /> � �'��"�Ef� i�ETE�? , � .. d,,.� �� �' �5 . �o�,� � ;ns�; g <br /> �, r�y . ' S5 TEI�SAR TX5 GEOGRlD ; , �,��� z., � : i8� -- SURfACING BASE COURSE the best available information, no presumption should <br /> � � � �'�" ����� � � � . � � �� �� � C� 1 � ' % %�'� �:�° .:������` � ��```- 2" WATER MAIN � e made regard'ri the drawing's accuracy. . <br /> ,, <br /> � Gi�a ME7ER � �,/�' �,� �' S ts $'� PERF P�/� LDAMY SAND ',` / / � :� ;��' �. ` � <br /> I "� `".:�.��� /�� ,��,���,� , <br /> r <br /> � � � � 2`X 124' FZ�30F Q�UVP�}�PC7UT � �'� �� � s° � , � PE��II����.� P���HI�,L`�' '`',%�.,.,,, � ���..��.��,/ » i �.- �� �`r� r�- ��� <br /> � _ e � / �" 50 �o � ��. �� �' ',� � %, 4 COMP. DEPTN `igned E3y Date <br /> ��r#,�1L�C7X INF=ILTRATI�N TF�ENCH e� ,� �` ...� / �[�����.�,�� ` C.�V��F�.��/ U�1D�R�RAIRJ TILL I ��,� PERMEABLE ASPNALT � - <br /> -�- �� .. � � 5a 1� ��1 -44�.�`�� �„�„��� \ 4 i %/...,,� t �l ,, r�1��� Permit Inspector <br /> S1GN '1$ YARD DRAihI � � )� � � '���� 2 LEVELING COURSE <br /> Print Name &Ti <br /> , ,,�i%.�%/ l <br /> � C;����UNIC�TION �15cR W/ OVERFLUW � � � � 50�.� °r 2,� HC,�H ASPNALT BERNi 8„ SEWER 6„ RESERVOIR COURSE, <br /> � �o����� �U�c�Eo� �ox a ``�-�- � ¢ W l � 1} ��. ���� (10" WID� P�R COE ST DW� #310) a-7j2" c��rr ANCUu� �oc� <br /> � � m o I � � N �'�����.�� �� ��PH��T 3" BASE CQURSE <br /> � F�i��F (TYPr �1C?TE�} `--`°_X\� 25' u� Cn u-i� 25�� !�"(��� ��}-4��.5�(��'"��3����) „ <br /> �"�-�J�.. 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DESCRIPTION tNITIALS DATE <br /> � IL��t1�!\I � ;;� v'�: ,� , � e $ � .; �,a „¢ � ,,. <br /> �„: <br /> r ,..H3........_..,..__ s� 'a, .f:3_,_ :;5 ��.__ _,__��_._. __.'s`;�..,.._,_...,__....__�:�._.m_.�,.,.,__,<;s..,, %;� <br /> �, ,,,,_,..,__,,,_,,, ,,,_„_,_,,,,...._ ,._....._.__ __._.,,., ., . <br /> - - UTILITY CONFLICT NOTE: �- �......_....�..� Y � � €__ ��.._��;�..�.�_._�__ . _W�.. _._�_ ,_ �� ,�... <br /> , __ <br /> �_ P � � �, �.�.�� _ _._ ROAD & DRAINAGE PLAN <br /> � ASPi-i�LT � - .._ I _._,...____.r::......._ �. ..:--. ...._45 _ . .__�.�r�_.._.._.. �� <br /> _.,.._.__. �._�__._. . _� ,,___._;�:.._...._�..�....�._.._....__......,._....... <br /> ;� �� <br /> 6� �� . �_,,;.,,_..,m,�,_,,.,_.r,v-.�.,,,..,�,,,,,,,,, <br /> J C M c D 0 f� �l E � � --- �� -� <br /> �A�T�oN: _..�..._._ _ �_.__,_.___� � . B USTARD CUSTOM CONSTR UCTION INC <br /> . . �► � �:n...m_. �� � � � <br /> '� $ffi C{�NCRETE TN� ��P�TRACTf?R SHALL BE RESPQNStBLE ��fd �l�RIFYlNG THE LCJCATICJAI, I?1RiENS1QN, AND _�.. �;.___... ° ° _..� �„�_.�,��.�-� �..,�.._nr, _�� � �,___,..,._y._,__ <br /> aEPTN 0�'ALL �XISTING UTILiT1E5 �YNETHER SNE7N/N C�tV TNESE PI�NS OR P'dOT, BY � �� _;° � Y° � ri� �"'� � � <br /> ._s.-?,_,w.,,,__,.,,,..,,;..<,_,.,,_.,.., %=� . ,__,_�,.a.�..._,:z-_.__.r`�.;____rs._,.,_.,.x�.._,_.„_..,,,,,.,;;�.,..,_,... <br /> ....a....:.. ,. ..,,.,_,.._s_,_,._,,,,_..,,..,,..�,.�..,.....,_,;x,,,,,,,,,,,,;_µ <br /> ,., , .� , . ., . <br /> _-:1 (� 1 <br /> I � �orxocrn�c r�� urr��rl�s ��r� su�v�rir�c r�e xoR��ar�rrA� Anr� v��ricaL �ocarlor� PRro� `� __.;�%_________.r�.....__.._... � � ,:; ;� �� S H 0 R T S�J B D I VI S I 0 N 17-0 Q 4 <br /> � ��`���� � � T� CONSTRU�TII�N. THIS SNALL tNCLUDE CALilNG UTILITY LOCATE � 1-800-424-5555 AND �...........::#.._._._�:........_..s::,..............c�__.. ,._ ;� ;E E N G I N �E R� G� f� f-,.,._._,�..,___,.,...._...___;: ..._......,_..____.....s_...___...�_..._._..._�.. <br /> � <br /> � ;., „, �� �.� �:; <br /> r��r� Porx�c�r�c ��c ��- r�� �x�s�T��rc v r�c�rr�s ar cc�c�r�orrs o� r��w uT��lrr cr�ossitvcs __;,..._._....,, �: _ _ �_ �� �.� _ >:_ :, �_:....__.._..;,_.__.��..__.._ C I TY �F E VE R E TT, �N 0 H 0 M I S H C 0 U N TY, WA S H l N G T��I ' <br /> O�DINt�RY HiGN W�T�R FL�G � <br /> 0�-{W �....__._..�,.�_.Y:�._ �, �, I � � � � � � C� rS = � <br /> T� PNYSIC.�LCY V�`RI�1° WHETNER �R NOT CC�N�"LtCTS EXt.�T, LOCATI�NS flF SAIt} UT1LiT1ES -,:,- ,��s.Y ��-µ��_. DRAWN BY DATE REV. BY DAT� PROJECT A�tANAGER SCA�E <br /> �w Know wha�'s be1+D �s sxowr� c�� r�t�s� �t�r�s a�� easEn u�o�v rx� �er���t��F��� �u��ic rnr�o��a��orr ar�r� ,, �' _.,��- <br /> ;.z <br /> ����(���} r���l�i � , ����_..f���_-r�-- ,, `~� „ , <br /> WF � • ARE St1EJECT TD �lAR1AT(ON. IF' CtJNFLtCTS SH�ULD {�CCUf,', THE COhtT�tCTOR SHALL `; ,- `; `"` r, zt �� {-: �` �` �s ` JSM 1Q/18/17 J.C. McDONNELL 1 = 20 <br /> w_...__W.,. <br /> ��...._,_....,, �__._/.__._ <br /> �� ������Y'�� � � Ct?RfSULT J.C. MCDONNELL ENGINEERING, PC TC� RFsa1��1� A�.� PR�SLE�is PRI�R TQ F,_.....__.._... ..._..;;_...........,�_.__._._..54..._ ;,P.O. BQX 13199, MI�� CREEK, WASHINGTON TEL:(425 744-0916--..9,�.__ �� <br /> �� <br /> _....�5..._.....,,.,�._._�;..._.._„,.........._�=�.._...__...,, _�:..___.... r._...__...,..;........�.....,...�........ .s._.__ , rk �,��, w.� DRAWING FiLE NAME CNK. BY F.B. N0. JOB N0. SHT. 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