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��-rw TRE�- �E�EN D: . <br /> R/w � R�y� <br /> VARIES 32' TO 43,5' VARIES 32' TO 41 .5' �1 ACP (ASPHALT CONCRETE PAV�MENT) <br /> VARIES VARIES <br /> 1 ' 1 1 .5' 8' TO 19.5' ��' �2' S' T�} 17.5' 1 � .5' 1 ' ��2 ASPNALT TREATEd BASE <br /> �IDEWALK PARKING � PARKING <br /> � � 3 CRUSHEQ SURFAC�NG BASE CQURSE <br /> 4.5' > 4{� 2" CRU�HED SURFACING TOP COURSE <br /> 0.5 <br /> 5 PREPARE SUBGRADE <br /> � �2% <br /> 2�� VARI�S ��6 CEMENT CONGRETE CURB ANC7 GUTf`�R SEE � <br /> 2% C2.5 <br /> 1 � �7.5�Tp 2� �° -�-�-° �~ �11 <br /> 7�� �ANC}�CAPIN� PER LAND�CAPE PLANS <br /> ~�` 1 � 4 � 2� TRENGH DRAIN, SEE �� �� � � -' <br /> \�� GRA[}E � STC?RM DRAINAGE PLANS � -� � �TRUCTURAL FIL�. . <br /> `' -- ...� -- .._ .� � � _ _... _. ^ _._ � _.. .__.. _. _._. __ ._ � _ — � _. _._ _._. _.- -- '� 9 4" CEMENT CONCRETE SIQEWALK, SEE � <br /> _._.. — � _ _._ ._... _._. ....._ — — _.._ � ._... — � C2.5 r <br /> ���i �, g � <br /> FflR SPQT ELEVATIONS, 1 p SURFACE FINISN, SC4RING 8c CtJ�4R PER <br /> S�E GRADING P1�1N SHEET �4.�. <br /> LANDSCAPE PLANS. ,�, <br /> SE� � -- — � � GEMEI�T C4NCRETE �UTTER eAR, sE� c�.� <br /> T t�N 131�H STREET 2ND A1�E T�} 1 �T A�E {VWITN PARKIN�� <br /> NCJT TQ SCALE �2 CEMENT Ct�NCRETE CURB TYPE E-1 <br /> {13TH STA 85+59 TO STA 87+43 LT P�R COE STANDARD PI.AN 305C, <br /> AND STA 85+59 TO STA 86+$5 RT ALTERNATE 1 ALTER�JATE 2 <br /> AND STA 88+45.4 TO �TA 89+5 LT �4c RT) 3„ �„ . <br /> 13 � �� <br /> ��,-.��. . �� <br /> ��� 13TN ST R�W ��� 2ND AVE R jW ,....:° . 2 <br /> �! ��!Y <br /> � <br /> VARfES 32° TO 43.5' � VARIES 32' T4 48.6' VARIES 32' <br /> VARIES VARIES 32' TO 35.6' LT 'I A�TF_RNAT _ � <br /> 1 ' 11.5' TU 23.5' 8' 12' � 2' 17.5' TO 29' 1 ' �„ 3„ <br /> SIDEWA�K P�.ANTER VARIES VARIES VARIES �`� � � <br /> 1 <br /> 1 ' 1 �' TO ��.56' 1�' TO 1 fi' 1 �' TO 16' 20' 1 ' -.�5:�; �=°,�:�'.. ' <br /> � �TRIP 0.5' 4,5' � f SIDEWAL.K TRAVEL �.ANE�TRAVEL I..ANE SIDEWALK � �„ ° �>, <br /> " ���i�l-1��3 �.1�� � � <br /> VA VARIES � � �� 2�, LAND�CAPE P�ANS 2.5' 2.5' 15 I�OT USED. <br /> RlES 0� TQ �~`''~�--...� 16 4" SHOULDER BALLAST. <br /> 1� Tp 2% �� VARIES ----- <br /> ---..... �� Tp 2% �2% <br /> _.....__ 2� <br /> � �.— � � ..__..� � --'�-- ��, � --�-- 17 4" CRUSHED SURFACING T�►P COURSE <br /> ,°'°�"�� ,t EXISTING �I� � �I 1 18 �EMENT C{�NCRETE PAVEMENT <br /> � � � � 14 GRADE f <br /> ,` � � � � 16 �,,�' 19 R�}UNDABQUT TRIJCI� APRON CEMENT CONCRETE CURB <br /> — _ , _ _ � - - - _ _ � _ � � _ -- 4 9 9 4 AND GUTTER, SEE <br /> • __. _. .._._ .._ � __.. � � � _ � � _.. e._. --- — $ 5 � � ~ � ` _.. ._...e .._... -- — � � 16 �4 LAN SC�APE PLANS �� � � � <br /> OTE. �� <br /> � c�.� � <br /> FOR SPOT ELEVATI�NS, '� -- - - ..._ _ � _ _. ._ __ — _ � ..._ _. _.. .._. � — _.. _. _. _ ._ _ _ _ _.__ � � .._. � _. _ _. _ � � � <br /> SEE GRAQING PLAN SHEEf C4.2. <br /> � g 20 R�t�U��DABOUT CENTRAL I�LANQ CEMENT CONCREfE <br /> � � <br /> SECTI�}N — 13TN S`�REET -- 2t�D I�VE T� 1 ST �1VE �VVITH�U7 PARf{II��} SEC`TION -- 2ND ��E — �C�UTH {�F 12TH �TREET ��I�ITH�}UT PARKIN�} c�.� � <br /> NOT TC7 SCALE {13TH STA 87+43 Tt� STA 88+45.�, l�T NC�T TC} SCALE {2ND STA 24+C10 TQ STA 24+06.66) <br /> AND 13TN STA 86+85 Ta STA 88+45.4, RT) 21 SPIL.I. GUTTER, SEE J�► <br /> C2.5 <br /> 22 M�UNTAB�E CEMENT Ct3NCRETE TRAFFIC CURB, <br /> �J�y ��� ��E ��,� R�W �ND AVE ��W s�E <br /> � �. 1 � <br /> VARIES 32' 43,5' �3.5' C5.1 1 <br /> 1 ' VAR1�5 VARfE 13' 13' 11 .5' 1 ' � 1 ' 11 .5' 31 .5' 13' <br /> � SIDEWAL�{ PLANTE r �IDEWALK � � SIDEWALK � � ��T�+�. <br /> -� � STRIP � <br /> r � , DIMENSI�N� F{�R SIDEWALK� AhlD PLANTER STRIPS <br /> � � {��5 {��5' Q.5' <br /> � VAF�IES I �.5' VARY. SEE PAVING P�ANS FOR AREAS �F 11ARIAB�E <br /> WIOTH. <br /> `� �% C}� TC7 �� � I 2 .��'` 2� I 14 � <br /> � F <br /> 0 <br /> � 2 --`...` -_—..--- 2� 2% 2% � � I� � _. ----...,... __. � _ _.__ _ _ _._ ._ _... _ v _2�_ _ 1 �— — — — � � _ __.. _ � � <br /> � � � � ��i � �� `� � 9 21 � ``-_. ��.A�'� d��P Ri Qv�� ,�. <br /> _ � <br /> � � ,����� „,�„ ,.,_ -��,. ` ,,,,. <br /> � � �`j ,t; -- _. `_ --~' �" �" �' �::. .�.....,..�...,.�...�.�.�. <br /> � � � � 14 � 8 � 9 6 �us�.� s��v�c�:� t�t� <br /> � EXISfiIN� � �- T---� 1 E�ISTIN� <br /> � ��.. � 6 ,� � 12 ��st�r� o�as���� ����aRr�t��� <br /> �RADE GRAQE TRENGN DRAIN �EE <br /> �, �- �6 � �TORM DRAINAGE f'LANS a�ue�.ic wa�xs����t� �s a��u���o���o� <br /> � �—..... .._. ._._ �. ..� _-- -- ,__.. � � � � _._ ._._ .__ — — — — ---- — _..... _._. .— '' � �mr�r���r���� <br /> Tt} S7AR�itVG ANY CONSTRUCFtC}N ON tHtS <br /> � .� __._ ___. __._ .__. �. — -__. .__,_ � _ <br /> t- ~ - - - — S �J AND�EXPtRESPR4YA� THIS PR(}1EC E <br /> � � CQNDITlqNAI. PER CURRENt STANDAROS <br /> � UNI.LSS PERMI7 <br /> FQR CtIN�3RUCTMOW HAS BEEN 3SSU�t7 <br /> � �E�TIC�N -� 2N1� AVE �- N{�RTH QF 12TH STREET . <br /> �- <br /> � SE�TI{�� — ��D AV� -- h�ORTH �}F � 2TH STREET ��T To SCALE {2ND STA 25+55 TU STA 27+1 fi} ,�r►ALI. 48 HC}�JR:3 <br /> � <br /> Q <br /> � NQT Tt� SCALE �2NQ STA 25+C}Cl TO �TA 25+55� ��F��� Y�}� ��� <br /> � <br /> EAR�Y ROAD�VAY AN� UTILITIES BID PACKAGE 13 1-B�O+D-424-���b <br /> � i ! � �� ��� PRQJECT ENGINEER: SCALE: p► t� R T C3 F E V E R E T T <br /> a��. �a. <br /> � � I � � 8/2��0 8 ��� P A���,�E 1 3 — B i D S E T .��;�� w�s��,��, H, K k J Y P E F� A S �O T E D <br /> � <br /> �? ���`� �'��� r��s��r��� s�: ����: � � . <br /> � �� � ��s�os ���.� �oA�wA� � u-�i�.�-r�Es �ORT� �AR��A RE��VEL�P�E�T <br /> ��a P�C�A�� z� — REv�Ew R, KIRIAI�OS AUGUST 4, 2C�Q� c�� �o. <br /> � �28134�� street ��V � ��i�e ��o � � �,�W� e�: �►-������ �,�: �NFRASTRl��T1JRE PHASE 1 3—�--�a�—o� <br /> � EV2C�t�. Washin ton 98204 1H\ 3/16j07 CQNF�}RMED SEI' ADDENDA 1 --$ ���'��"��'ISTE��'4�ti''�� K. HARRIS M. �REEDEN ''[''�/ (� ( (''''� /� (�(� /� �''`�'��/ /� '�f PRa�iECT <br /> �; P.O. E30X 538 � sraxA� �"� i I I I �.rH � 1\ V/'"� V r�ll`"'► 1 SECTI �JNS NQ. PD—NM-2005—QC <br /> � �v�R�rr, wA s��os Ph: 425 741-3�0� � �14/os PERMlT APPR4VAL/CQl�STRUCTION ,�j�p� A�PRpu�a �Y: �,,, <br /> � {�2�) ��s—��s� °'� <br /> �3C}B No. 2'I—d�7--C}04 Nfl. DATE BY REVISIO� �lfl, DATE �Y REVISIC31� �NEET NQ. � � �F �� <br />