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m Q <br /> � V J� � - <br /> SEC 8-TWN 28 N -RANGE 5 � W.M. o �o Zo . <br /> ��� �� N <br /> - z Q <br /> HORIZONTAL SCALE O � <br /> � <br /> h- � <br /> t � <br /> � �'- - - � - - - - - � r � ���� d �a� FL 423.96 �i � � .-� ��� I � � <br /> , � �" c�'��` gVI� I � a .v. I MATCH EX CURB, I� � I �a : �� ��� � � � <br /> �I , �, / � �/��J . . � AND PAVEMENT I� �� � IQ . � I I W o <br /> ° � � FL 423.87 I / � � 9 � � � <br /> I I \ o� I � �, � ' <br /> I ` � � / WALL UNDER . ° �.�=y..� _ _ -� � �'1G1/�TCH EX CURB, ___. T _ � T J� / = C ° �� . � Q <br /> � - � - - - - - '� - - - � 2�., \ � AN6�PAVEMENT �j- - - � � p , o � III .� J <br /> SEPARATE PERMIT RIM=425.94 ' . � : I � � <br /> /� i - �l- o o � <br /> � °° �� � - - - - ' � \ \ � I. � °'hl I I W <br /> TYP. . o . . -, -������--����� r .- -� - - -- - �- -. <br /> FL 43�.72 ( ) PROTECT EXISTING � � o <br /> WALL�i"0 : 435.50 0 9 ?� ' BUILDING FOUNDATION FG 425.95 � o. �� � d �, . , � ��� � � <br /> � � RIM=429.16 ,,�' � , � .. l (�: Ili ( � W <br /> � o • ' ' � i� �=� �: a <br /> a / 1'OE'�431.62 WALL TOP: 436.90 S 7 8 41 2 9 E ���� 2 6 � � � P`� � � � ' ° � <br /> 1 TOE: 428.24 . ��- . _�._ - �� � � � - _ � N oa_� .. o. o .. � 4 Q \ . <br /> � O _�r ' d ' � �� as- - -' as-'�. -� � - - - � � { � <br /> 1 / � � � �, =FILT�RR%'`� LEl' • �4� - � _ � ( � o <br /> .� � FL 414 04 ,,,�' � ��T RB TOP: 424,86 \ J � . ' �� � <br /> I -, - -a- - - - �_ _ / / I I � �' � o � � <br /> .� _ - - _ _ � � �� �- - - -� �- - - -- � -- � QaQaaQa <br /> _ ._ ._._..._�.____.._�.�� ��. __ - - = I <br /> � RIM=436.90 � I � ������� <br /> � FL 424.67 I r - -� <br /> � �/� �' FG 435.51 � FG . f G 436.I 4 \ � I ( �,� � I I � FL 424. j �{' � <br /> , FG 436.74 � \ .� �o � � _ FL 425.08 � (� � � '= i ( R.���� � <br /> � a .\ a o � \ \ i � � � � I o FL 424.61 -2z5% - � � � ��, .,., i� h <br /> W A L L \ \ i' �n � /� � -�"`\\ `� � �c� N � I I I ( G:���°`' o��'� 0 <br /> \ 435I 1. a \ 9 \ � �� I Ii � -� � i I -� . <br /> 1 o I FL 425.32 FL 425.09 � I I I I �, Q <br /> �p .� , '��w e --� n <br /> � \T�Q 433.� � � 35. � FG 435. 1 �� o ° E \ '� � � � � <br /> ^ F� <br /> 1 � '�' �, � � _ � � �� � � ';� ' ��: O <br /> � 1 1 435.0� � �a � � �� ��2 pq; � FL 425.10 � FL 424.5 � � I L - I I I � � •�:"�S ���� <br /> � �� � ,, o FG 436.�4 � a � \ � FF= 426' � i i i � � i ii ii � S��N� . <br /> � L, OP: 4 1 �� � � � o I � \\ ( � _ � � i � � I I � � I >-- I I I I � <br /> � a OE o • F 435.09 � FG 436.�4 \R�M=425.66 � RIM=425.66 _ - - - -" � �� � � I '`��� � � ( `� I I I( � <br /> � � � ° FG 435.09 � � _ \ I � -" - � � � � � ( o -��- � <br /> � �' � _1. � p, o \ a I -___._ � SD SD (SD -1.5% � I I � o I I I I � <br /> � L P: 4.9�: oo f�\ � �a . \ o. � -1.8� 1. % \ <br /> I I <br /> P I I I � - III � > <br /> � � E 43 . 1 �•,`I :\ F 43 .97�. � i ° � � \ 1 � o � � I � �� I � L ( I I � � I( I I � W_ <br /> 4 F�L 4 L 4 � � � <br /> ` � \ 0 4 \ \ � N � � � � I III W <br /> V� �. 0 �43�4b ° o . ° a \ � \ � I o� ��\ � I � � I � I �'� I I I � � � <br /> TO �34.3� o �VALL TOP: 434: 9 � � � \ z � j� � I � � : � I � I I I � z � <br /> 1 � � \ � � �. F�. 434.56 � o . FG 436. 4 , � � � � �� � � ( � : � I I I I � � "� <br /> 1 � 0�3�.34 � o �� o \ ; � � �Sg �I � o �' � � � �_ - � ( � � <br /> � I I . 1 � L 34 N��LL TOP. 434.9�� � ��o� � � _ '� ' `� � � , I .�`°`� � � � � : �(� - �I W <br /> � �� � - I � I� � :� � � � a �i I 0 <br /> � I Q� FI��434.56 , a � � \ �.� � I F F-4 2 6 � � . <br /> � G�43 .43 -2:% \-1. �$ o � o / �°' ,� � � ' � ' <br /> � � � � � � �� � � 1 � � � FG 42 .95 � � � � � I ,� I I I I� �r � � <br /> � � \ � FL 426.00 FL 426.00 <br /> \ 1 � � \ F 434.4 � WALL �jy qJ�L UNDER � \� � � 1 FL 426.00 � � � � � : o ��" � ,�'I W '�" <br /> � N a� _ � � 4 SEPI� TE PERMIT a HIGH POINT-426.00 H POINT=426.00 � � I � : � I � � � <br /> � � � (TYP. o � \ 1 ( FL 426.00 I � I \� � : I � �� (� I � � <br /> ALL T OP\ 435.13 � � / � �° � I • �� �� I� � W <br /> � � � 0 LOWLINE:\433.29 � F G. 4 3 6.�4 \ � � <br /> \ �1 WA �OP: 435.76 \ / 2.0` �• I �� � <br /> � � ` �� � FL L�NE: 432.59 � � \ TRENCH DRAIN RIM EL=425.80 �� I � \�� �1� � FL 425. / \� I �"' `�� � I �� I� i O � <br /> N <br /> � 0 1, S�y FG 437.00 � � � � � i �,� � _ <br /> � . � FL 425.80 1- <br /> �� �, � a � �,� I \ 069 FG 425.80 0 � � �\ /� � I �� FL 425.42 I " \i_ - I( � F... - <br /> I� 1 � \ �� �.: � I FL 425.50 � � - <br /> 1 `�, j I � � ► FL I 426.09 I <br /> �� � � � <br /> � I � 1 B IN RE� INING WALL � WALL TOP: 436.3 , I �� � \ � BEGIN RETAIt�ING WALL � / -0�4% --� � � _ � MF►TCH EX S q�IALK <br /> / I FL 425.27 0.4� � V <br /> � � FLOWLINE: 431. 9 I END RETAINING WqLL � TOP: 429.49� �, � � � �� ` _ <br /> � � � TOE: 425.95 � i ' r- -7.8% ' �, <br /> } � � <br /> a �� TO : 434. 1 � I o � / - � � � � o <br /> TOP: 431.7� � �� S RIM=425.92 .0 0 �: �� ' �: ;: o z \ ,. ���� i I i �( � <br /> � \ _ � FL: 434.02 \ � FL: 425.80� � � � I 2 - �� � FL �42�.19 ,�� �� <br /> �"' � � °� I � � � ND RETAINING ALL � I FG 426.00 �� // � \ �� � <br /> � �� � � � � TOP: 4 7.00 � � ' ,: - \ � EX� <br /> . � � �Ct� �1D k111k � <br /> �� �� I I � FL 4�4.50 � FL: 31.20 - - - - - - - - - - - - - - - - - - � _ � � -0.2� -0.2� <br /> f <br /> I \ RIM-425.95 � \ � / FG 425.95 "i �--FG 425.30 - ����° �\ � � I �IM�4,�6.31 I II T I V� � <br /> �� �\ a� o � .1 FL 43�.31 � B GIN 6" CURB = � � - - - - - - - - �, - - - - - -�- - - -� - - - - - - - - _ � � `"• - ss r, s'-�- _t �� _ I -�-�- s� a-1 � Q <.�, <br /> -f- 1 - - - - - FG 425.95 � � Ritvl=�25:93" ' � � `- <br /> � I I�L� I I � o <br /> �� �� � � ����, ��� TOP OF URB�.�431.�� '� `�s� RIM 431.65 � ��y� RIM=426.65� � �� - � '` \ � RIM=425.93 ��/ FG 425.95 � '=�.-% 0.0% _ _ � _ o �� � . <br /> I o � 9 -ft.. 3t - _. � ._oo.� �o�_ o _..�.�.,..�. �� ��.. ..�._�.�..����..o ���� .��� � �_ � � I � l� II � c� � � <br /> � I ,g 1� RIM=431.18 � w � \ � � RIM 425.92 � � � � � ' � � � �� <br /> I I � �, .` _ \ so � � � RI = �6. RIM=425.27 2 .2 �' �; � I I I( � <br /> � 1 -� � RIM=425.88 I I � ( I II � V �S <br /> I � � o � � „ FL 4�Q.69 '�`' � � � So Sp� ` RIM=425.46 � So FG 425.95 FG 425.77 � � [� ! � � � <br /> �I � a 6 �B , \FL 432.1 � � .� ` �`��'��'--- so � - _._ --" o�- �� _FG 425.95 FL 425.27 ' - � FG 425.32 FG 425.71 I ( � I [[� I' I � o � � � <br /> � � � � �'pg � WALL TOP: 430.59 i � s� _ _ _ _ ` . . _ � _ �� � R -426.10 � � � p� � � � � � � . <br /> �, � � �� � �o � - RIM=425.75 • TOP: 429. 7 � � � -"' � <br /> I s � � FL: 428.69 -� � : $ ,�-27 - - � a� .� w � � <br /> � � � , TOE. 425.95 TOE: 425.95 � - - -_ _ � I I � z <br /> 0 <br /> 1 1 0 � �\ � FL 431.59 RIM=431,02 � /� � � \ _ TOE_425.95_ - - - _ - - - - - o \ � - _ � � I � � <br /> � ..�� � � f � F �435.47 � - - - - - --- + <br /> SD O� � � �� � � I I I �I I W � � � <br /> �I \�a i . \ � _ ��� RIM=429.71 �l. : 430.37 FL 429.49 \ .� � � "' � � � �' - � � �-- �o-� I > U o� <br /> � �,�� �- 1 ` FL: 429.18 429. FG 429.86 � � U <br /> I ,,�� . � FL 431.`05 0� so � FG 429.93 FL 426.07 `� FL 426 FL 426.56 0 - � � -�I� / �� � `� � <br /> � � ��\ �� ....�. _ � � � � � � - P � � � � � � � ��� _ � . <br /> 1 � � p FC4 .3� -�''� -�-pa�-�...,,. . ,��- -��, � � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � . <br /> . . <br /> .. <br /> g � � . `. s' °�` . °�" ` _' s`�-� '�S � -SD - -5 -SD - -SD - -SD - -S -S \ �EI�p42&J� � �M � � (� i N � °' <br /> � - �' � <br /> � � ' a . o . R ; ; , I � _ _ _ FL 426�r56 I ' � � �o a. � <br /> �.r� <br /> . . � ^ 5D D <br /> . � G�4� :44 ' � 4 � o TC (3TER� 431.94 i � 1 » ° . , ` - - _ _ � _ _�= _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 - -._ _ � 1 I �' � � �I �' � <br /> �' �(So��p� ' I FL 4 END 6 CURB fi ( I � � � � FL 427�6` - � � C� � PROJ.NO. DSN.BY . <br /> FL 430.67 FL 429.34 ! I Wq�.L UNDER I I I i <br /> � � � � BEGII� ETAINING WALL - � � 16153 CMC <br /> � � � G .�35.'�2 _ 6'-EUF�B (TYP.) __ FL 430.62 1 TOP: 430.16 I � � r - - � FL 429.25 ( � FL 427.37 - � _ / I � � L �� � � <br /> I SEPARATE PERMIT DWN.BY: CHK.BY: <br /> � (��) � � - - - - "�,..�L 430.55 FL: 429.71 � � � � � I I � - - � MATCH EXISTING GRADE � o , �/ ( � � �� � <br /> � �'� ' � 1 �- .� FL 429.02 � � I � I (TYP.) I I 429.31 I _ � a. � � � � <br /> z � o a ` � �� F L 4 2 9.�9 .,.- _... M A T C H E X S T I N G C U R B A N G R A D E r - - � �F L 4 2 9.1 5 � a'• / � � �I �' D A W C M C <br /> o � SAWCUT I � � I � FL 430.5�/� � � MATCH �XI Tl�l.d--PA�EMENT�~ �' � - I I ( �- - - -� MATCH EXISTI�JG G�ABE' � » �� / � Q � �� � I <br /> Q .T,�. � '� \ ' � � � � MATCH EkISTIN�'C R� FL 428.95 � � -�- � I I` �- � � I � I FL 4 .28 _ _ � „� - 6 CURB i� FL 427.39 6" CURB \ / I I I � <br /> � � 7 1 A N D P t I E M E N T M A T C H E X I S T I N G G A D E r � � � o � � I <br /> � � � � \ � � � 3 5{ 6 I _ _ _ _ - � �'�� �-� � I � I I ' �- _ , - � �-" <br /> ,� � � I 1 \ � _ _ - ��� _ - '" � I I I i l � � -!� I � J ;=� � � T rn. �� 4 � 8 70 (�'•) ��\ -.., I 3 � � i I� � � � <br /> � � � � � � �1 1 � � � `,,, \ �,- � F L 4 2 9.3¢ � I I I � � `' - �I �� ,- - ' r- - - -, � N N f � ! ��„ N � � I I � I <br /> � � I � � � � � 1 � I � � MATCN EXIS NG �AVEMENT �.. , - � - - � .-? �} / � I x i � � � <br /> I � s � � -- - � _FL 428.26 i i \ �- � � <br /> TC (STEP) 432.�2 � / - �� - - - - � � I ( I i I I I I I -- - - - - - - - - -- - - - - - � - - - - - - - - �i I � �� � � <br /> ,r, �\ ' � � '1 I 1 � �'� FL 431.62 SAWCUT J � r - - � j - - � <br /> � � � � � �� np, � � � �- - - -� M A T C H E X I S T I N G G R A D E FL 428.43 F L �4 2 8.2 2 ��� �, ^ �� I� I� ; I � <br /> .- \ � � � . 1 __=-� � ) i � ( d J � I � � Q I � <br /> � �I \ � lI I � , � I� ', II� - � ` �� .r'� II / �, FL 28.8$ � r- - - -� SAWCUT / FL 428.42 \� I� I � �- I � - <br /> � � � I I F 4 2 9.1 5 � MA CH EXISI1NG PAVEMENT � _ ._ � (TYP.) / MATCH EXISTING G RB A N i IPAVE �N 1��� � I �' } <br /> � I 1 � / LLI <br /> \ � ' I ' I, � � L - - � FL 428.83 � ��/ � �� I (� � z � � <br /> � � � s �f � I �` o� ( I MATCH EXISTING PA MENT � � I � - - � / � <br /> . <br /> � I � � 1 Q � I � l FL 42 .s� � - ���x��Tir� ea.v�r�t � � I � i I I� ,� z W � <br /> ' I - � ' - - SD - - - -SD - - - -SD - - - -SD - - - -SD - - - -SD - - - -SD - SD - - - -SD -� - - -SD - - - -SD p I � � <br /> �' �� � � �� ' � � _ _ .�- - "� , FG 429. 9 �� MATC EXISTING�PAVEMENIT ,- - - -, � I I I , I � o <br /> � � I I I � 1 II �°"°� \I \ MATCH EXISTING PAVEMEN � � I I �- - - � / � �� ( I � I U �� � o � ,� <br /> o � l I �� 1 � � I I ``�. 11 � � �� I � � ' � - - -� / �-�-� f�\ � I I z �� � �"'" � W � <br /> w I. I � � ° 1 �, ` � ��, °�",' �� ss� � �`. � ; � �- - - -� ��� � � I� � i � �I I � � o > <br /> � , . .� � � W <br /> � j �A�/� !�f' �LAf�/NL�.'� VE"f?'T"/C,4L D.47�UM PLAN /iJO7'E.S SD/L AMENt7MEl!lT� �"�'� � <br /> � ?� ALL NON-PAVED AREAS MUST ��'�'� �������� <br /> WA. STATE PLANE COORDINATE SYSTEM (NAD�3-91), NAVD88 PER SNOHOMISH COUNTY PUBLISHED 1. PAVING & GRADING FOR EVERGREEN WAY AND AFTER CQNSTRUCTlON, <br /> v� � NORTH ZONE PER CITY OF EVERETT (C.O.E.) DEPT. OF SNOHOMISH C0. BENCHMARK #R-406; FLEMING STREET IS NOT SHOWN ON THIS SHEET. MEET THE POST-CONSTRUC114N SOIL QUALITY 3" HMA CL 1/2" � - <br /> � FOUND CASED 3" BRASS DISK W 'X' IN CONC 0.65' S E E T H E P L A N A N D P R O F I L E S H E E T S F O R T H O S E REQUIREMENTS AS PER THE SPECIFICATIONS SHOWN O N P G 6 4-2 2 � ��� � �/t' � �o Z� <br /> PUBLIC WORKS PUBLISHED COORDINATES FOR C.O.E. r� � � � n �Ua�����,yacEs na ,� <br /> � '� STATION 28 05 E03 ; BRASS TACK IN LEAD PLUG IN D O W N S T A M P E D R-4 0 6 , M O N. 2.5 W O F E A S T STREETS FOR DETAILS. S H E E T C-3. 4 CRUSHED SURFACING � � <br /> � � TOP OF PIPE 200 FEET EAST OF THE INTERSECTION OF ' <br /> FLOWLINE OF EVERGREEN WAY OPPOSITE E. END BOX BASE COURSE �,��a�� ERO�It3N <br /> o- � CULVERT ON 12-21-15 2. ABBREVIATIONS: �c�.�ta'�t�a��x� � <br /> �, EVEREGREEN WAY & MADISON STREET, AND C.O.E. FG FINISHED GRADE GRAVEL BORROW OR ������-,����- � <br /> '"' `� STATION "614 44 01"; CASED BRASS PIN IN LEAD AND PUB. ELEV=379.10 FL FLOWLINE SUITABLE BASE AS rwAr�R <br /> � '-� CONCRETE NEAR THE INTERSECTION OF PECKS DRIVE & (GPS OBS ELEV.-379.08� APPROVED BY CITY <br /> �' (n A PU�dLIC lPdriRiCS PERPIET 35 <br /> W CADY ROAD TC TOP OF CURB �f��,xR�� P�;oa Ta ��R�:�,� DATE: <br /> N • 5����� A�r eonsrauerio� or� rai�� ,� i � a. a OCTOBER 2017 <br /> r� A S PHA L T PA V/lV G S�C T/O N ':�%�'"�'�'''-�,.' P�s»cr. dPPROyAL �or� rHi� C A L Ie ��+� H�'O��R�,1.� <br /> � � n PROJECi I5 coeaamo:aA�. P��t AS SHOWN <br /> � r- BEARING=N23'02 33 W T���Ic eua��arr crrr sraroor.a�s e:wo S°"�E: <br /> p � E3lPIftHS �-r�-�.��.����� ��FJ�R�EJ �O�� �Ir�� . <br /> N / �°� PERMii FOR CONSTRUCTEOW NAS J <br /> (� �. � . Cj'�'�(��f� j�j ��j BEEM ISSUEU. DRAWING NO. �e / <br /> � <br /> � <br /> � / �� � � i <br /> � Q� �� � �� � � � � �F � � .. <br />