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<br /> NOTES : : : ; �,�, � � � � :�
<br /> ��,1 �o �.
<br /> : P LYC E Y�CES D E„ } .,ETP' L�� -J O et i
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<br /> 1. CAST IN PLACE VAULT, PARTIALLY COMPRISED OF TIMBER. EXTREME CARE A� eRosaon N� � cn �
<br /> U
<br /> 420 .
<br /> SHALL BE TAKEN IN MODIFYING THE STRUCTURE. CONTRACTOR SHALL -� puecrc avo�rKs .r � �o �
<br /> DEPARTMENT 42O � a_ .
<br /> COORDINATE WITH BRIAN DOOLAN ((425) 257-8828, BDoolan(�everettwa.gov) w a r E R � �, � �� �'
<br /> �
<br /> ON THE APPROPRIATE METHOD. EXTENTS ESTIMATED FROM COE GIS, SHOWN � a Pus�c woR►es PERM2T �s ;: � v°i��
<br /> SEVL�ER . REQUIRED PRTOR TO STARTLWG � � 8p�y
<br /> AS UA ONLY . ��� AkY CONSTRUCTION ON THIS �
<br /> �� .-•F PR07ECT. APA6t�YA1 FOR THIS � Q��
<br /> �PSdO7EC4-SS �CONDITSONpC PER -
<br /> 2. CONNECTIONS TO MANHOLE AND VAULT WITH 14" CORiNG. PROVIDE . p�F � CllRRENT _STAtiD�{iDS AND � �N'� ;
<br /> N_ EXPI�ES -' � UNLE55 �'�ry �}
<br /> SUBMITfAL AND DETAILS TO BRIAN DOOLAN ((425) 257-8828, : _.. r �a .x, ....--� PeaMn Foa coN�Rucnon Has �
<br /> BDoolan�everettwa.gov). N��reE�� sEeN�ssUeo. �� �4c��u�a
<br /> 4 NOTE 2 ADDED
<br /> 410 : : . :
<br /> 410
<br /> . . . . : . . U .
<br /> M • AA
<br /> � � � ��,� pF 1YASh,j�s�
<br /> _ r-i co W '�V � : '' G',�, O
<br /> � � = ti . R o r
<br /> �- �r -i- �' �
<br /> : �c' `� � (n
<br /> : � o � � .�
<br /> ? ° + � N N' N � W .cy, ��,35163�� �'
<br /> 400 � �rb �1 STER �a'
<br /> + �' � Z �SIONAL II�t
<br /> � N. m J 400
<br /> � m
<br /> � � : �, c� : BERKSHIRE DR =
<br /> : "' EX CENTERLINE �
<br /> : CONCRETE /NLET AND P/PE ADDED� CONCRETE INLET GRADE �
<br /> EX l/AULT LINE WORK ADDED STA 11+82.33
<br /> C PROP TOC -y� ,�.--- �
<br /> RIM 392.00
<br /> SUMP 388.92
<br /> 12" ADJUSTMENT SECTION 3.71% _
<br /> IE E 12" CONC 388.92 3.05% _--- ; ��.
<br /> ...-.
<br /> -- ___. ...�. _.�. __.. ._, ----
<br /> __ __._� .. __. .__. __._ __.
<br /> : : SEE NOTE 2 t __ _ -�-
<br /> � f ..�
<br /> ... --- --- .,�
<br /> 390 � __. ; ,
<br /> , ; _ 3� .
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<br /> —� -- �- -�12 59��. 1.E_, �
<br /> —� --� -- S 1.0% MIN ---' -- �
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<br /> -._�.� _�__ _�,_ .,_.___.. __.___� ._.____ ._____. _____ _ .___. __.___ _--_ , — ��.. �.-�- —. ______ --� _,_�.. .._.�___ . _
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<br /> � .�.�� �..�.. _�.,.w �� �.� � � i
<br /> �-.__� _ ____ �.__ m.�._ �g----� _--.-- EX CAST lN PIACE VAULT
<br /> __.,_ m_.� : STA 12+36.22 (RIM) }
<br /> � . EX 10,, CONC ADJUST RIM TO GRADE e n V I rO n m e n lC�I
<br /> IE W 388.5t WD�KS
<br /> : SANITARY SEWER (NOTE 1)
<br /> 380 : Community Design Center
<br /> : : 380
<br /> .
<br /> 10+00 10+50 11+00 11+50 12+00 4 , .
<br /> 02 5th Avenue East
<br /> Seattle, Washington 98112
<br /> 206.329.8300
<br /> BERKSHIRE DRIVE PROFILE 206.329.5494 fax
<br /> SCALE: HOR: 1"=10', VERT: 1"=5' �
<br /> , ,
<br /> Everett
<br /> � Safe Streets
<br /> .
<br /> EX CAST IN PLACE VAULT I Supportive
<br /> CONCRETE /NLET AND P/PE AD ED� STA: 12+36.22 N � H O U S I I�g -
<br /> �,4U LINE WORK ADDED 2 OFF: 19.94' L I
<br /> ADJUST RIM TO GRADE 10 0 10 � 6200 12th Dr SE
<br /> TEMP ASPH RAMP 4 TEMPORARY ASPHALT TRANSITION RAMP AND LANDING (NOTE 1) I Everett, WA 98203
<br /> AND CALLOUT ADDED SIDEWALK TO ROAD GRADE MAX SLOPE 1:12
<br /> SCALE: 1" = 10' ■
<br /> �
<br /> .
<br /> X UTILITY POLE '
<br /> STA:11+92.51
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<br /> � , ' a a
<br /> � � 4 p �
<br /> O a 4 - - 4 � Q d Q �
<br /> Q a ■
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<br /> � J- �� - - - - - - - - - - - - - - -•
<br /> � _ _ _ __ Berk�hire Drive �
<br /> 2" CONC PIPE - URB AND GUTfER
<br /> �,,; COE STD DWG 307 � _ _ _ Rlght Of Wa�/
<br /> X UTILITY POLE I
<br /> 10+00 11+00 � �� 12+00 OFF:18 52'L 5 • � _ _ _Improvement Plan
<br /> S 87' i 7 29.43 E V
<br /> 525.00' ■ �
<br /> � EX MONUIMENT ONCRETE INLET ( W
<br /> EVERGREEN WAY & BERKSHIRE DR COE STD DWG 401 ■ � - - - - - - - -- -
<br /> STA 10+00.00 STA: 11+82.33 I
<br /> 366348.84 OFF: 14.34'L _ _ ; ,,=y ; _-- _,,,_ �
<br /> 1 - - - - - - - - - -
<br /> E 1321129.85 �
<br /> BERKSHIRE DRIVE __ ��- - - �- . �� � �� ��;��� - � n < < � - � Z _ _ _ _ _ _ _ _ _ _ _ oa�
<br /> ���� � �-' ����� COE GIS SD INFORMATION � ''� � � ;� ����, �� =��'� ��' �� � � _ . J 26 .1atlUat")/ 2018
<br /> w�..,.__.� �� � . ...,� �.. ? � � ', %�,� ,�-----..-- ---- - - - - - - - -
<br /> ���--r-�- Sn � --:.: � I
<br /> = L'eoni�CQn�cti0aC4n�tr�ctio2S�
<br /> — N— _� _ _ ___ � � _ _ _ _ _ _ _ _ _ Revision�
<br /> ' a 28 Ju1�2017 BId�Permit Submittal
<br /> � � - - - -
<br /> 'L � -
<br /> 2�' R�W I � _ �$�EP_2Q1ZA�d�ntium �11
<br /> .
<br /> � 2 _ ��O�T2Q1ZAsid�ncium G2
<br /> 1 .5' ■ 3 1�QCI 291Z P�rmi�CQrr�ctiarls
<br /> SLOPE SEE EASEMENT 5.5' 16'
<br /> GRADING PLAN C3 STREET � 4 2� JAN 2Q1� P�rmi�CQrr�ction�
<br /> � .
<br /> TOC – PROFILE POINT � _ _ _ _ _ _ _ _ _ �rawn b�
<br /> SIDEWALK ■ _ �T
<br /> 2� � � 2� SAWCUT AND MATCH EX � _ _ _ _ _ _Checked b P.►v�. :
<br /> �2%f – –y-� – �
<br /> I� - - - – - - – - PA
<br /> _ _ _ _ Checked by�Q_C.):
<br /> CONCRETE SIDEWALK PER '
<br /> COE DWG 312 PAVEMENT RESTORATION ! _ _ _ _ _ _ _ _ _Project tvo.
<br /> CURB AND GUTi�ER PER PER COE DWG 326 I 16-029A
<br /> COE DWG 307 - – – - - - - -
<br /> .
<br /> TYPICAL SECTION — BERKSHIRE DR �
<br /> NTS STA 11+81.33 - STA 13+08.58 � ��
<br /> C4 ��
<br />
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