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<br /> � ,j fl 0 I S C O IJI�T Y, WA. GENERAL ROAD & STORM DRAINAGE NC?TES:
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<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.
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<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
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<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
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<br /> -� �j �` �' � `: � � � � � � � � n � � � UNTIL IT HAS BEEN TESTED, INSPECTEQ AND ACGEPTED BY THE CITY.
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<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
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<br /> � inc� = 20 f�. / - / i� � � � . �i --�--- .�. �� i-2.00/a ..,- � _
<br /> � �- l � `� 18" YARD D RAf N � "��-- =-'�'"� �' t
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<br /> �� o �.___d�___. ___._�.__.__.��. :�� �_.�.1,__.�___.._____..��w..ww..._.___._._�_.w.w__....._.._..�...__.W.�.__.._._ CONTftACTOR SHALL NOTiFY TME PUBLIC WORKS INSPECTOR AND ANY �HANGES REQUIRED
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<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
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<br /> �/ � � �� I �� �` � �, ,� � ; �..�. �_..� � EX, 18 STORM
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<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__.�,_._____�..,,___,_.__,._„_,. �.__�_�_��___..__.._.__,.,__.�„_,��,_.�_.
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<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
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<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.
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<br /> �� �� � � � `� � � ��������'�� � �'� � �- �- �' �- �°° �- �` � 10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS.
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<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.
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<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 � '� �,.. � � . . . � ��_ ,
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<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
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<br /> � �Y f f o TRAFFIC OR EQUIPMENT TO MINIMIZE COMPACTION OF SUBGRADE .
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<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�
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<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.
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<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
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<br /> � � �` � s/ / � �` � �� �` ``�� - __. � .,b..F� �'���� ��� ��� ��� ��'" ��`,� � �� `�� � �� ���� This Record Drawin has�been re aretl in art based
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<br /> � P�D ivfi�UNi��D TRA��rORP���R �,� � �... �°' � � �- � ,; on"As-Buitt" information rovided b others.Thou h �
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<br /> 5 �, , o ������������ �� ���,,�,����� r �y�&� °; f F M1N. COMP. DEPTH CRUSHED the as-buiit information and th'rs drawin are based on
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<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. .
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<br /> � Gi�a ME7ER � �,/�' �,� �' S ts $'� PERF P�/� LDAMY SAND ',` / / � :� ;��' �. ` �
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<br /> � � � � 2`X 124' FZ�30F Q�UVP�}�PC7UT � �'� �� � s° � , � PE��II����.� P���HI�,L`�' '`',%�.,.,,, � ���..��.��,/ » i �.- �� �`r� r�- ���
<br /> � _ e � / �" 50 �o � ��. �� �' ',� � %, 4 COMP. DEPTN `igned E3y Date
<br /> ��r#,�1L�C7X INF=ILTRATI�N TF�ENCH e� ,� �` ...� / �[�����.�,�� ` C.�V��F�.��/ U�1D�R�RAIRJ TILL I ��,� PERMEABLE ASPNALT � -
<br /> -�- �� .. � � 5a 1� ��1 -44�.�`�� �„�„��� \ 4 i %/...,,� t �l ,, r�1��� Permit Inspector
<br /> S1GN '1$ YARD DRAihI � � )� � � '���� 2 LEVELING COURSE
<br /> Print Name &Ti
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