Laserfiche WebLink
R/W 13TH STREEf R/W LEGEND: <br /> (�, � Q `+ F VARIES � VARIES Ot HMA CL. t/2 IN. PG 58-22 <br /> 1' 11.5' VARIES 12' TO 14.87' 12' T0 14.87' VARIES 11•5' 1� O pgpHALT TREATED BASE <br /> SIDEWA�K PLANTER PLANTER SIDEWALK <br /> � B B E E,� STRIP STRIP O3 CRUSHED SURFACING BASE COURSE <br /> 0.5 �� 0.5' �4 2" CRUSHED SURFACING TOP COURSE <br /> 2%` VARIES VARIES 2% 2% UO PREPARE SUBGRADE <br /> �3TH STREET �3TH ST 1� ?% '2% TO Zq� �� O6 CEMENT CONCRETE CURB AND GUITER SEE 3 <br /> C2.5 <br /> � ` 4 9 � ///���EXISTING g g � 9 4 / O <br /> �\ `__-�GR4DE---- ----- 14-------- / 7 LANDSCAPING PER LANDSGAPE PLANS <br /> � i OS STRUCTURAL FILL <br /> O9 4" CEMENT CONCRETE SIDEWALK, SEE 5 <br /> p B B U S _-_- �z.5 <br /> B w B E SECTION D-D: 13TH STREET - NO SPLIITER ISLAND ,o SURFACE FINISH, scoR�Nc & co�oR PER <br /> � NOT TO SCALE (13TH STA 89+37.21 TO STA 90+02.88) LANDSCAPE PIANS. <br /> 7 <br /> 11 CEMENT CONCRETE GUTTER BAR, SEE C2.5 <br /> F Q 12 CEMENT CONCREfE CURB IYPE E-1 <br /> A � A R�W 13TH ST � CONST R/W PER COE STANDARD PLAN 3050. <br /> � I 38.5' I 41.5 ( ALTERNATE 1 ALTERNATE 2 <br /> r T , 13 3 t 4 1 <br /> � 1' 9.5' i 0' 16' 10' 24' 9.5 Y <br /> SIDEWALK PLANTER RAISED SIDEWALK 4��2 OR <br /> � STRIP 0.5' MEDIAN ' $��3 12"3 <br /> 7.5' 0.5 <br /> I i2 12 ( ALTERNpTE 1 ALTERNATE 2 <br /> 6 6 14 2n 1 3" 1 <br /> 1ST AVE 2% 2% 2� 29, �?_� - 3" OR <br /> R�W � R�W 2 2 2 <br /> 28.5' 28.5 t� r- �`��_ -11 7^ 3 g� 3 <br /> VARIES 4 9 � EXISTING <br /> t" 11.5' VARIES 0' TO 6' VARIES 11.5' t' �\ -�GRADE-- 13 ?- - 13 - 9 4 <br /> SIDEWALK 13.5'JO 16.5' 13.5' TO 16.5' SIDEWALK _"--- � � �� -"'----' <br /> � 1 fi CONCRETE RETAINING WALL. <br /> R�W 8 5 SEE SIRUGTUR4L SHEETS 50.1 TO S3.1 <br /> i 0.5 0.5' � 1' 9.5' 10' I 16 SEE PARKING LOT GRADWG PLAN, SHEEfS C1Q.1 TO C70.3. <br /> 1z SIDEWALK BUS <br /> 7 � PROFILE GRADE & PIVQT POINT <br /> 6 12 14 6 LAYOVER I 17 4" CRUSHED SURFACING TOP COURSE <br /> 2% 14 2% 2V_ 2% ( 0.5' 12 � 1.5' 18 CEMENT CONCRETE PAVEMENT <br /> 1� 2 11 2 2q 2.%i�-{�% 19 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE <br /> I' I z CURB AND GUTfER PER WSDOT STANDARD PLAN F-t. <br /> 4 9 GRADE G I 9 4 '� ` <br /> _-----�-- -- ----- ---` _ 9 SECTION E�-E� 2�0 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREiE <br /> 4 17 8 11 13 13TH STA 92+59 TO STA 94+09 CURB AND GUTTER PER WSDOT STANDARD PIAN F-1. <br /> � � PROFILE GR,4DE.� -- --18 -- 21 SPIIL GUTfER, SEE� <br /> 5 PIVOT POINT $ �\��--- /�-� C2.5 <br /> V <br /> Z�? MOUNTABLE CEMENT CONCRETE TRAFFIC CURB PF_R <br /> SECTION A-A: 1 ST AVE SECTION E-E: 13TH Sl'REET - 1 ST AVE T0 WEST MARINE VIEW DRIVE WSDOT STANDARD PLAN F-,. <br /> NOT Tp SCALE (1ST STA 10+50 TO STA 11+67) NOT TO SCALE (13TH STA 92+18J5 TO STA 94+fi6.33) NOTES7 <br /> 1: DIMENSIONS FOR SIDEWA�KS AND PIANTER STRIPS <br /> VARIES VARIES VARY. SEE PAVING PLANS FOR AREAS OE VARIABLE <br /> R� 7.5 TO 11.5 7.5'TO 11.5' R/w WIDTH. <br /> VARIES 4' TO 18.5 VARIES 4' TO 16.5' R�W 35 4� Pu�NrER R�W INITIAL FlLL PAVEMENT SECTION <br /> I PIANTER STRIP PLANTER STRIP I <br /> ! 4' PIANTER CENTER ISLAND STRIP <br /> STRIP' FINISHED FINISHED <br /> 1' VARIES VARIES VARIES 1' GRADE <br /> SIDEWALK SPLITTER SIDEWALK � 7.5' 18' 12' 10.5' 14' 10.5' 12' 18' 7.5 1' GRADE <br /> ISIAND SIDEWALK DRIVING IANE TRUCK 0.5� 0.5' TRUCK DRIVWG tANE SIDEWALK <br /> ( 0.5 ' APRON HIGH APRON 0.5 <br /> ; 0.5 0.5 LANDSCAPING 13 �6„ 14 <br /> � V�q s 6 12 12 t4 6 6 19 �Z � 'r- .`\ 12 6 3 12" <br /> � ( 2% ARIE � 2% ARIE 2% 2% --�-- 2% 2% ARI 2% NOTES 3 <br /> � 2% 29,' 2% 2% 2 � `� 2 <br /> � 2 2 �� �- � 2� � �� 1. PLACE CRUSHED SURFACING BASE COURSE (CSBC) FROM BACK OF <br /> � 1I- i- LOW IANDSCAPWG <br /> `�1 9 � g^ $u �g � g WALK TO BACK OF WALK (INC�UDING PLANTER ARFAS). <br /> N � EXISTING 14 7 7 9 \\ 4 13 17 18 � 18 13 4 � <br /> 4 9 <br /> m � GRADE i � _�� 2. 0 GUTTER LWE (AT CONCREfE OR ASPHALT <br /> . <br /> 4 FROM GUTTER LINE T <br /> _� ____--- _- ___ i �--_ -- ----------�i____._--'-- PAVEMENTS) - PLACE CSBC UP TO THE ROADWAY'S FINISH GRADE <br /> € „"---- -� �----------- ELEVATION. <br /> c� b---�__ <br /> � �EXISTING � 8 <br /> �, GRADE 3. FROM GUTTER LINE TO GUTiER LWE (A7 PLANTER AREAS) - PLACE <br /> o SECTION B-�• WITH SPLiTTER ISLAND csac UP TO THE GUTTER LINE ELEVATIOr�ALL 48 HOURS <br /> o No-r ro scn� SECTION F-F: 13TH STREET AND 1 ST AVE ROUNDABOUT WITH CENTER ISI.AND a. FROM currER'uNE -ro eAcK oF wn�K =BEFORE YOU DIO <br /> N NOT T0 SCALE ELEVATION.C UP TO GUTfER LINE <br /> 1"�OQ-�24-lSS�.�'L <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> �o . AA PORT OF EVERETT <br /> • � • � �o wns�qa H. KUYPER AS NOTED CZ.3 <br /> � PO� O �w "" °ES'�"E°BY: °^TE: NORTH MARINA REDEVELOPMENT <br /> R. AWAD AUGUST 4, 2006 cip No. <br /> 728134th St�eet SW�Suite 200 ., 4 oRAwN BY: �HE�KEo�: INFRASTRUCTURE PHASE 1 s-o-ooa-as <br /> o � � GT �� N 1_ � �� � 42282 � �4+ U ' , � � ^ . <br /> � �A 3f76/07 CONFORMED S_. ADpE..DA 4 '°�, csa� ���' K. ARRIS M. CREEDEN PROJECT <br /> �; P.o. Box 538 Everett.was�in9to� ss2o� ssfoNA,,�N �'YP�CAL ROADiA/�4Y SEC�'i�NJ No. PD-NM-2005-06 <br /> � EVERER, WA 98206 Ph:425 741-3800 � $�4/O6 PERMIT APPROVAL/CONSTRUCTION a�l�.s p� naaRoveo er: <br /> - � � (425) 259-3164 � JOB No. 21-04-015 � . . . . EXPIRES 01 02 0 � � � . ..� . 22 . OF ��pt�p � <br /> N0. DA1E BY REVISION N0. OATE ev REwsioN SHEEf' N0. <br />