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NE 1/4, SN' 1/4, SEC. 30, T.29N., R.SE., W.M. <br /> CITY OF EVERETT, WASHINGTON <br /> - PVI STA: 16+46.50 <br /> PVI ELE.I/.� 29&,73 - <br /> K: 4.61 <br /> LVC: 60.00 - <br /> � N � � . <br /> � N �ti t� <br /> � N c�p � <br /> 300 3oa — " W w <br /> � � � � <br /> P 1 STA: 12+20.41 m �' � <br /> VI ELEV.• 288.09 PVI STA: n 5+49.55 <br /> K: 1.43 PVI ELEi�� 282.18 2.p 0.5 q <br /> L C: 20. 0 / K: 4,61 <br /> LVC: 0.00 � J � �o <br /> _ I �. � �,. o� � o�, <br /> � � � � / <br /> � N N N � ^ 00 1'�� � <br /> -}- N -r- N <br /> � U � U / � � <br /> PVI STA: 8+12.61 I c"'_, m c"'., � ^ � � c`"i <br /> PVI ELEV.• 280.40 � m � / � m � �', , <br /> K: 25.00 m �, / <br /> 290 — -- LVC: 50A0 290 290 <br /> � � ' <br /> ti <br /> � h. <br /> `O � `fl � .00% <br /> f� �p I� N W�� <br /> �O <br /> � N °Q � � I ¢o `�' EXISTING GR DE AT <br /> �,; c�", c� v '� � �M TCH EXtSTING DRI'EWAY �,� + / DRIVEWAY C NTERL/NE <br /> � � m c., � E X I S r I I G G R A D E A T / P�D F R O N T f N G M A I N H O U S E �^ °p r <br /> PVI ST' : 6+03.75 0� �u �'¢_' p°�^ � DRIVEWA I� CENTERLINE ti •• Q � PROPOSED GR<uDE A1' <br /> �Pt�1�fi�t. <br /> K: 8.34 / PVI ELEV: 258.86 PROPOSED RADE AT ?<�� D R I V E W A Y C E N R U N E <br /> LVC. 50.00 % K: 1.54 DRIVEWAY C NTERLINE Z �- � <br /> � L C: 20. 0 / � <br /> ^ � r"�. � / .Opq, ` <br /> � °r�° cero N c°'o / o co o co � <br /> u� co �n � <br /> 280 i �' `V `° `y 280 ^ � � � 2.00q <br /> PV! STA: �+45.50 o a 280 <br /> PVI ELEV: �260.88 m � � " EXISrING GRA E AT <br /> � > m � ROADWAY CENT�RLINE � ~ � � � <br /> K: 5.00 � � m � �, / . <br /> tVC: 5Q.00 ROPOSED GRADE 'T / � � �'i <br /> I 1?OADWAY CENTERLI�E / <br /> u�-� � � o�o I <br /> , ao o � � f <br /> � N � N / �,O�� � Oy�a I <br /> > m U � 1 <br /> / �h' <br /> W m � / � <br /> �� � � � � <br /> 270 � + 27Q � W 270 / , ( 270 r <br /> QQ /� z� <br /> �� � � � � � ,�, �,- �,. <br /> �u � � -. o�n /`/ .�"`u I � ^ `�v � � °' rn rn o^, ^ <br /> � ,..� �O n � / W p N N N N N N � N N N N <br /> �^ p Q I.i! � � � � � �O � 2� . . . � �� � . . . . . . <br /> �Q 4� O � � -F i- F" o i ¢ � � '�' I <br /> -t- t �N � W cp N Z • � a / W o h�— '� <br /> O � .� O � c0 J �. . . � .. Z � . � O � � <br /> � �`�' � Q�" � '¢- '¢- � �� o ¢ � I 15t00 16+00 17+00 17+50 <br /> � <br /> '�F¢..�. � rn+ o �N "�' -t- �c��, o o ��� <br /> �� N T '� W + �' � � z / �� � z � LOT 8 DRII�EWAYPROFILE <br /> `x `�—� �p . �N N Q,¢ i <br /> F� ' <br /> 2 x� ¢ Y~ ¢ ~' / � � � SCALE: HORZ: 1"=50' <br /> � cn X� � � 2.00q ( x � <br /> � '' � ~ � I 260 , I I ~ 260 � VERT: 1"=5' <br /> 260 ---__ � - <br /> -- ---__ ____ EXIS ING GRADE AT 2,0 � <br /> � �ROA WAY CENTERLINE � _ <br /> � � ' <br /> ( I <br /> � <br /> � <br /> I <br /> � _ ' - <br /> 250 250 250 <br /> . � . . . . � � ^ O� � ^ � "` � O � N � �"] � � �i- O�i d� � �}- <h � � � p �''� �[�'! M � � O� � � . . . . . . � . <br /> � . . . . . � . O � N ^ � Ci � � p,�j N c� O pj N V� r.,� �ci �N c�i N � 0 � N I� t� � oi I�. � . . . <br /> � �O Co �O �O Sp f� i`�, � !� � f� 1� N ^ a0 Op �O � � � !� �O � � N t� oJ � N Ln . . . . . . , <br /> N N N N N N N N cV N N N cV N N N N N N cV ty N �y N ty N N N N <br /> 5+00 6+00 7+00 8+00 9+00 9+25 10+00 11+00 12+00 13+00 <br /> TIILAL�PA�ENUEPROFILE LOT9DRIIlEWAYPROFILE <br /> SCALE: HORZ: 1'�=50' SCALE: NORZ; 1°=50' ' <br /> I VERT: 1"=5' VERT, 1"=5' <br /> 240 <br /> W N � co � 00 � o� � a0 � o) Co � . . <br /> � � � � � � � � h .� � � � . <br /> N N N N N N N N �V <br /> �.-.t, <br /> 0+00 1t00 2+00 3+00 4+00 . <br /> 3STHSTREET PROFILE <br /> SCALE: HORZ: 1°=50' <br /> VERT: 1"=5' <br /> ;.,.-, <br /> � � ., ; �2t r:. T <br /> z � � r {� f�' � �.�� <br /> z a <br /> i 1 r ,._ •,i a �S i � <br /> , . . . . . . � j � � .. �,,, � � f 3 -. <br /> il" a 4 � � � ' <br /> 1 �' } a' � � ''� j � � <br /> � � � � � ,_; S� i`� . "° :� t�..�#_� � ?.. � . <br /> �:•�� <br /> . . . ks.,:a. �,�F?�� <br /> ;�. _ �; '_?� -t 3"�'+';3 i `' ` , <br /> � _. L � ,s... i .1. <br /> --, <br /> � ' ��:`�,�� �`, `;; t,l; .. <br /> . ... _ "�� <br /> #ss18-oo� � <br /> ROAD PLAN FOR: �,.. � <br /> � UTILI7'I'C�NFLICTNOT�:� A. J Western � � <br /> �A�ION� ��o� wAs� (425) RUCK�'R HILL 9 LOT SHORT PLAT � �- <br /> �j En ineers & � � <br /> TNE CONTRACTOR SHALL BE RESPONSIBLE FOR VERlFYING 7NE LOCATION, OIMENSION, AND �j�.�� �G���` g /� <br /> DEPTH OF ALL EXISTING UTiLITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY '�� � zC'�' 356�Z7OV NE 1/4, SW 1�4, SEG3O� T.2,9N., R.SE., W.M. � � <br /> POTHOLING THE UT(LITIES AND SURVEYING rHE HOR/ZONTAL AND VERTICAL LOCATION PRlOR Surveyors CITY OF EVERETT WA I.1m � <br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCArE Cs� i-800-424-5555 AND � -�`— ' C 3 � <br /> THEN POTHOLING ALL OF THE EXlSTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS �"�' YQ 45&44 q � SURVEYORS a PLANNERS a ENGiNEERS DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE �' <br /> TO PHYSICALLY VERIFY WNETHER OR N01' CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES �`{'��CI STE4 Cs�� *. <br /> AS SNOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC IN�ORMArION AND `�S'IpNAL � LAND USE CONSULTANTS TAS ?0-18-9 7 01 JAJ 4-24-18 J. JARRELL AS SHOWN S"'" �.t..i <br /> ARE SUBJECT TO �ARIATION. IF CONFLlCTS SHOULD OCCUR, THE CONTRACTOR SHALL � � ` <br /> ' CONSULT WESTERN ENGlNEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CI VI L ENGI NEERS 0 LAND SURVEYORS �WG. FILENAME CHK. BY F.B. No. JOB N0. SNT. N0. <br /> w�TN coNSTRucTioN. *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** �61584ABASE.DWG �a� - 16-1584—A 5 of 10 � <br />