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FUTURE ta7+oo �oe+ gi.-�' to9+oo 170+00 14THSTREET ttt+oo tt2 <br /> BACK Of WALK SLOPE TO MATCH IXISTING 4 5 3 �2 MATCH BACK OF WALL <br /> SURFACE ELEVATION. GRAVITY BtACK ELEVATION OF 14TH STREET <br /> 3H=1Y MAX TYP p .4 RETAINING WALL <br /> � SEE STRUCTURAL � <br /> 2238 22.64 22.52 22.16 21.89 <br /> 22.62 IS.O% 22.45 0 1.63 <br /> �, 0 2t.7 19,5 18.2 t . 0.9 2 X �5.0% 21.31 +5.0% <br /> O � 5.0% �0 1.2 6.5X <br /> V 21.56 Z 6 21 � 3.OX �S 4.0% 21 20.73 20.8t <br /> � 2L0 1.0 .�°j � '� N 0.2 20.21 M. � <br /> = 3.5% 3.0• .• q1 2 Z.S�G � <br /> W 2.OX�� '� _� 17.3 � �_ -� 1.4X � �"-' _2.0% 2.0X C� <br /> t.26X t.0% ,� 17.8 21 -f,. <br /> � 20.3 � 9.38 '` � u t_18.6 19.6 w <br /> N 72"9 H PE 1 " HDPE 12"� � <br /> 1 21. ' ' 19.5 ' �.OX t9.! 20.66 N <br /> W 20.5 19 W <br /> � 6"¢ HD �.4 9.9 19.5 6"0 DPE 6"p t� <br /> V 19. 19. S.tY. ' � <br /> Q X18.0 t6.9 17.9 17.5 .3 19 18.7 �' M�- w <br /> � 3.0% g � 18 � J <br /> �� 18 � �5 3.OY. �B w . V <br /> � �* �1 �j`` ,� � •i� g FO DRAINAGE� � � � <br /> e <br /> $ y. _ _� ' , �1.0� X ,` . <br /> 6 1� �•5%� »•� 17.5 fU7URE <br /> a+ 1 15.8 1.28% t. 16.3 � / Q LDING . <br /> r� .OY. � �t.0% <br /> 1.SY. <br /> �, �:ox � --�. h <br /> �' �s. �.a � � h <br /> t 6.0 --- � GRADE <br /> � P 16.5 16.5 TP P^ ,5 � 7S V 16.5 W 16.5 16. .5 BREAKLINE <br /> 1 .5 t 6.5 <br /> ` <br /> aUEm <br /> F� •Fg @�1$-1-§;68� F� - - F� <br /> _3 `� ` <br /> � '' -'' . __) . <br /> -5 <br /> _6 -B <br /> �\ F F F <br /> -J e \ HS ... . -.. ... � . HS - - <br /> LEQEND: <br /> EXISTING PROPOSEO <br /> T TELEPHONE GRADE BREAKLINE <br /> P PO�iVER x 20.5 SPOT. ELEVATIONS � PAVEMENT FlNFSH <br /> TS �P TWaNSF.ORMER APPROXIMATE WALL HEIGHT ABOVE PARKING L07 'o� <br /> a TELEPHONE VAULT 2� SEE S2.1 AND 52.2 FOR WALL TOP ELEVATIONS � <br /> � � POWER VAULT .�- SURFACE SLOPE • IJ� <br /> w waTER � `� - � <br /> -)9- PROPOSED CONTOUR i <br /> is CONTOUR . 2�H:lV SLOPE 1 ~ � ' <br /> SD STOR�i QRAIFlAGE I <br /> �' RETAINING WALL <br /> SS SAMITARY SE4YER Ct0.1 C10.2 C10.3 � <br /> a � � - OD STORM MANHOLE . . . <br /> o QS SANITARY SE'NER MANHOLE � �y� S At�PROVED KEY MAP � <br /> aU ` � NOT TO SCALE <br /> ' . . P UC�SERVICES D .PUBliC WOqKSt . <br /> c � � ' N "� . ' ' . un es � DEPARTFIENT j� <br /> DRAINAGE <br /> A YUBUC WOflKS PEF WT IS qEpUIqED Pqqq <br /> �i � � � � � � ` � 1. SEE L4NDSCAPING DRAWINGS - � ' - <br /> � FOR LANDSCAPING AREA GR4DING. ry �"Ea pqqtECi.'qPP OVA POR THSPRO�J�ECT L. <br /> � � SCALE IDF FEE( � � � CON�ITtON0.t PEH CUP ENT STRNDAPO;," � � ' <br /> � 2.. SEE C14.1 TO C74.3 FOR PARKING A��E��4_ZU�JNL[SSPER4. NOTE: Mh 4►�I <br /> R G__ .�C�:'• R <br /> � 20 0 2o ao LOT LAYOUT. � - . - AWUST SCALES ACC4 4N6LY-� <br /> N <br /> N <br /> aeaecr acweEa: sca�: DWG. N0. <br /> '£ � • • �� �Y,, H. KUYPER AS NOTED RORT OF EVE�tETT <br /> " P�O � ���p4 �@ NQRTH MARINA REREVELQPMENT C10.2 <br /> R� ,�� /'o DES�GNm BY: DpiE: . <br /> D. YE AUGUST 4, ZOOF> CIP NQ. <br /> � 726 �34tn street sw-S�te 200 o�,N�: �,�KEo�: INFRASTRUCTURE PHASE t 3-0--003-0� <br /> � a.o. aox sas Everett.Washington 98Z04 °g����� w. c�R�ooN PARKING tOT GRADtNG PLAN . o°�'E�PD-NM-2005-06 <br /> 0 0 8 4 O6 PERMfC APPROV CQNSTRUCf10N . <br /> . e�Err.WA 98206 Ph:425 741-380U APPROVED 8Y: <br /> // �I � <br /> Q (425) 259-3164 ,�pB NO. 24-04-075 N0. MTE BY � REVISION N0. EWSE BY R� � °�� -��03,07� CENTE�R � . <br /> SHEEC N0. y$ OF/Q3 <br />