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.. . . � . . . 1 . � . . .
<br /> SEC. > 8, �'.29 N., R. 5E., � W..M. �sr srn �s+a2 LEG�ND•
<br /> END OF. lNFRASTRUCTURE
<br /> PHASE 4 PRWECT '
<br /> ' SEE CRAFfSMAN DISTRICT Q CURV,E ID . .
<br /> PROJECT, BY PND --- BREAICLJNE
<br /> � j I I I I I I i'��� f �1 // 4 Y�/'� I Xt23.45 SPOT ELEVA71ON, FlNISHEO GRADE
<br /> L_1-L-J-J__L_.1�- �_ �
<br /> F-=- K-'--�-� -�. � / �----����- �-
<br /> � � i � � � � �¢ • t/2 1/2;DELTA OF CURYE OR f/2
<br /> � `�---�'. 2os3 f 20.23 �-J' POINT ALONG A STRAIGHT Ut�E
<br /> 2�.sa ' 4 zaa 20.35 ° ,
<br /> --J--r-�---�-- ----- ----------L---------------T---------- � �- 2o.s2 t/4 1/4;DELTA OF CURVE OR 1/4
<br /> �_____---__ T__�_____
<br /> . I -__� - � - '.
<br /> i i � �6 Z 20.2 20.ss P.OIN7 ALONG A SLRAIGH7' LlNE
<br /> � AP nP AP ANGLE POINT
<br /> � I � Q� BOW BACK OF WALK
<br /> I I �
<br /> � 2�3g � ME MATCH DfISTING GRADE -
<br /> � 73TH STA 88+54 � � 2t zs PT 20. 2izo IP LOW ,POINT
<br /> '� a=2t.ss>80w t 3�4 2o.a3 P� pc
<br /> V0�' PROFlLE PER � I 13iH STA 91�t00.38 = 20.62 3�q� � R=1.5' i%a s GL GUiiER uNE
<br /> ��,� \ SHEET C3.T � � iST STA 12+41.50 t/2 20.72� O.e7 •.
<br /> 2�44 PRC 20.69 EOP � EpGE,OF PAVEMENT
<br /> t STA 87+57 � 13TH SfA 89+00 I t/2 2q.84
<br /> �� �� EL=20.88,Fl_ I Q=21.89.BOW I j � �/ �q ,�2$ � 1RFSICH DRAIN PER STORM P�UNAGE
<br /> 13TH STA 90+35 21.87 27.5a PLAN AND PROFlLE SFFEEfS
<br /> ��� BOWs\� HIGH POINT � I EL=2i.89.BOW I 21_6 �q43 �/2 p g� PCC .. e .
<br /> / � � - � t/4 / p0.9 20.83.PRC �/2 21.53 . .. � .
<br /> �43 20.92 2L66 ---------- I . . ! . � - _ .
<br /> ��28 o.�ss � � z� �i� �4 GEWERA! NOTES:
<br /> X 2 0J. BOW � � . 22.06 � PC 97 P C �C v i .
<br /> �1 ac 3040 ].SEE SHEEF G1.4 FOR DATUM INFORMATiOy ;
<br /> 20.7 � � AND HORIZONTAL CONTROL TABLE i
<br /> . G��P CL�� 21.15 21.15 ' . . 3 4 2732 . , - . �
<br /> ��� \ �92 2t.36 '�Z l t39 � 2.FOR ROADWAY SECTtONS SEE SHEfTS C2.1 TO C2.5
<br /> � z�sa 2o_�e � 2s as 2i.e� ' � k NOTE.
<br /> ��' \ zoas 2o.�s � ' z�.�o t.ss��ii.�i.i/z Zi.as �.es �, ' ;
<br /> �P �76 20J6 21.4 p7 57 R PRC 21J6 22.31 ? �,'� � � ALl CURB ELEVA7IQNS IABELED; . . .
<br /> � � 27.00 88y.�0 21.00 21.00 � CL P�42. 21.60 � PRC� R g$: ��� . .
<br /> z2.�s c� ��,- _ 13TH STREET as+oQ c� c� so P� z�.sa�Pc �.a� ea + ��o ALON6 FWW UNE: `
<br /> �*- - ---"--"- 7.as - - t;sz.ac- 5
<br /> 2tza : . 21.Oo'� tz�.o0 . _ - . 27.-00 � 1/2 21.a2. � 21.71 � . . ' . . + .. . � . .. . � � -
<br /> CL � CL CL 22.07 � 23.00 �
<br /> � � 21.2a . . � � �24. 2t.2a�t2 �2l_66 � Q p.PC 3� ,i / , - .
<br /> _ " � PC R-' �� 2129 gt/2 22.53�P/Q,'tG���� � � � � .
<br /> 6
<br /> 1%4
<br /> 21.59 21.59 PC 5� � . � �
<br /> 22.43 22.33 22.33 � . . . � . , .
<br /> 22.04 PC.38 2 13iH STA 90+70.88 CL
<br /> 13iH 5fA 89+90
<br /> EL=21.32.CL
<br /> 0.=21.04, LT&RT
<br /> N =����:��- �����v��
<br /> , �,d OCi 0 4?Aa6 ..._._�..� .
<br /> . . . BL�C SERVIGES DnTE . pUBLfC WORKS� -
<br /> CURVE TABI�L ' LT� • DEPART0.9EM3'�
<br /> DHAINApE
<br /> APU&IC WOMtS PEflMR 1$pEOU�NED YPqH
<br /> Cm, TO$TAflTING nNY CANSTqUCTpN 011 TN6
<br /> CURVE GENTER POINT P„�T,��;o�,�FOR�Hm,�,�.�
<br /> ID LENGTH RADIUS DELTA TANGEM' STATION OFFSET STATION, OFFSET STATION O�S� CWiDRIpNRL PEP � �MT��„�,.� -
<br /> M1HD E%P���JLE6$PF311�1f �
<br /> 1 87.25 58.00 86'11'09" 54.26 13TH STA 90+29,74, 16.69'RT 73TH Sl'A 90+83.88, 74.56'RT 13TH STA 90+25.88, 74.56�RT FOP CONSTfl17CT10N HAB BEEX I66Um.
<br /> 2 42.d1 27.00 90'00'00" 27.Q0 13TH STA 90+44.88, 41.50'RT 13TH STA 90+71.88, 68.50'RT 13TH STA 90+44.88, 68.50'RT ���
<br /> 3 16A5 76.50 12•p�'�¢" 8.05 13TH STA 90+34.66, 3.50'RT 13TH STA 90+50.40, 6.50'RT 13TH STA 90+28.28, 79.73'RT ' .
<br /> 4 11.65 111.50 OS'59'07" 5.83 13TH STA 90t34.62, 3.70'LT 13TH STA 90+46.07, 5.78 LT 13TH STA 90+20.39, 714.28'LT o
<br /> 5 2.08 1.00 ��g• 3'72" 1.71 13TH STA 90+50.40, 6.50'RT 13TH STA 90+51.66, 5.33RT 13TH STA 90+50.69, 5.54'RT
<br /> d
<br /> 6 4J5 3.00 90'44'18" 3.04 13TH STA 90+46A7, 5J8'LT 13TH STA 90+49.69, 3.52'LT 13TH STA 90-F46.76, 2.86 LT �, � �
<br /> 7 6.02 2.04 �72•22'�g" 30.00 13TH STA 90t04J5, 2.00'R7 13TH STA 90+04.75, 2.OQ'LT 13TH STA 90+04.88, 0.00'LT Q
<br /> 8 58.86 62.00 54'23'4 " 31.86 13TH STA 90t27.59, 76.55'LT tST STA 12+87.25, 2421'LT 13TH STA 90+23.47, 78.41'LT
<br /> 9 36.62 75.00 2T58'37" 18.68 1ST STA 12+8725, 24.24'LT iST STA 13+21.77, 13.13'LT 1ST STA 13+26.76, 87.96'LT y :�� '
<br /> 10 9.28 t0.00 53'1 .'09" 5.01 13TH STA 90+54.85, 43.50'LT 1ST STA 72+89.01, 37.52'LT 13TH STA 9Q�+54.85, 53.50'LT d
<br /> 11 36.29 63.00 33'00'01" 18.66 1ST STA 12+BS.Of, 37.52'LT 1ST STA 13t22.57, 25.10'LT 1ST STA 13+26.76, 87.96'LT
<br /> 12 14.47 81.50 �Q•jp'2g" 7.26 1ST STA 12+94.65, 5.68'LT 7ST STA 13+05.48, 1.48'tT 1ST STA 73+22.18, 81.25'LT ��
<br /> ; 13 1.99 1.00 1�4'OO�tO" 1.54 1ST STA t2+90.27, 4.72'LT ]ST STA'12+91.65, 5.68LT 1ST STA ?2+91.27, 4.76'LT ,
<br /> � 14 5.47 3.00 104'26�30' 3.87 1ST STA 12+90.49, 1.36'RT tST STA 12+94.33, 4.13'RT 1ST STA 12+93.49, 1.25'RT '
<br /> � 15 11.43 111.50 0552'27" 5.72 1S7 SFA 12+94.33, 4.73'RT 1ST STA 13+05.44, 7.46'RT 1ST STA i3+25.90, 111.07•Rr KEY kdAP �
<br /> � 16 51.97 66.00 45'06'58" 27•42 1ST STA t3+78.41, 13.35'RT. �ST STA 12+73.04, 5.84'RT 1ST STA 13+22.8U, 79.29'RT � -�-�.+---
<br /> �
<br /> t7 37.76 54.00 40'04'04" 19.69 1ST STA 13+19.21, 25.32'RT 1ST STA 12+85.37, 40.28'RT !ST STA 13t22.�0, Z9.21'RT NOT TO SCAI:E
<br /> c
<br /> rn
<br /> � CALL 48 HOUR3
<br /> �
<br /> % BEFO�t� YOU DIO � SCn�E iN �r � NOTE: yi--�----i .
<br /> � �"��Q-424�8686 20 0 . 20. .t0 IF "L" DOES tNOT MEASURE 1"
<br /> N
<br /> ADJUST SCACES AGCORDINGLY.
<br /> �
<br /> - ' PRaE���: 5�: pORT OF EVERETT °N'�. "0- /��
<br /> � Port o * � � �p'���A H. KUYPER as NorE� �ORTH MARINA REDEVELOPMENT
<br /> '��p, DESIGNED BY: DATE: � . � .CTs�
<br /> �. 728 t3�th Street SW-Suite 2oD � R. AWAD AUGUST 4, 2oos �HFRASTRUCTURE PHASE 1 ��p "°. 3-o=oa3=os
<br /> oanwH ev: cr�c�m sr:
<br /> Evereff.Washi 98204 �° w°° G. MENDENHALL M. CREEDEN /�,{�fA'�+ ' A _ PRaEcr
<br /> � ��W^�eZas Ph:425141-38t� � 8/4/O6 PERMITAPPROVAE/CONSTRUCTTON gsJpM�y�o�? �ypRpyEp�.: GRNVfiYV �LHN 1ST AVE./ No. PD-NM-2005-06
<br /> Q� (425) 259-3164� � . , � � � ���H ST. RO�UNDABO.UT � ` . � �
<br /> . �JOB NO. 21�-04-015 N0. p4TE �HY. . REVIStON . pq. DATE HY REVISION ' EXPIRES m o2 0 . 5E+�'rto. 3;3 oF' l83..
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