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F" � R W 13TH STREET R/W LEGEN D: <br /> � I � � � <br /> C r"' <C C F VARIES VARIES O1 ACP (ASPHALT CONCRETE PAVEMENT) <br /> 1 ' 11 .5' VARIES 12' TO 14.87' 12' TO 14.87' VARIES 1 ' <br /> I SIDEWALK PLANTER � O2 ASPHALT TREATED BASE <br /> p g B E E� � STRIP � � O3 CRUSHED SURFACING BASE COURSE <br /> � 0.5' �0 0.5' O4 2" CRUSHED SURFACING TOP COURSE <br /> _- <br /> 2% v VARIES 2% O5 PREPARE SUBGRADE <br /> ---.•_._ ARIES y q � --2q, TO 2%_ -�'-'- � CEMENT CONCREfE CURB AND GUTTER SEE 3 <br /> ( 2 - �(1 <br /> 13TH S REET 13TH ST .. � � <br /> C2.5 <br /> � <br /> 16 4 9 7 GRADE G 6 14 6 16 � 6 / � �7 l�1NDSCAPING PER LANDSCAPE PLANS <br /> � � <br /> � \ � � \ � <br /> ` _ _ ^ _ _ _ _ _ _ _ _ _ _ � _ _ , � O8 STRUCTURAL FILL <br /> ` � - - t O 4" CEMENT CONCRETE SIDEWALK, SEE � <br /> g 5 s c2.s , <br /> p g E I <br /> B W B SECTION D-D: 13TH STREEf - NO SPLITTER ISLAND �° �.qNDSCAPEINPLANS CORING & COLOR PER <br /> � NOT TO SCALE (13TH STA 89+37.21 TO STA 90+02.88) 7' <br /> W11 CEMENT CONCRETE GUTfER BAR, SEE C2.5 <br /> I <br /> 12 CEMENT CONCRETE CURB TYPE E-1 <br /> F `S R/W 13TH ST � CONST R/W PER COE STANDARD PLAN 305C. <br /> f-- <br /> A � A 38.5' 41 .5' ALTERNATE 1 ALTERNATE 2 <br /> 3" 4" <br /> � 1 ' 9.5' 10' 16' 10' 24' 9.5' 1 ' � 3 � 1 <br /> -::.:<:t.x:�;��... ,� <br /> SIDEWALK PLANTER RAISED SIDEWALK � p 2 0 <br /> � STRIP 0 5� MEDIAN � " �2" <br /> 7.5' 0.5, 3 <br /> �2 �2 ALTE 1 ALTERNATE 2 <br /> 6 6 2» 3» <br /> 1 ST AVE 2q� � 14 � O <br /> °--- 2% 2% 2q __,,2� . .�s�:-:<:.�_.�;k.. . ,� <br /> R/W � R/W 2 -,�" -- -.'..- 2 D D <br /> 28.5' 28.5' 1 (- �1 7" 3 9" 3 <br /> � � OVARIOE 6� � � � � � 6 4 9 7 GRADE G 13 I � 13 9 4 16 �' 15 NOT USED. <br /> 1 11 .5 VARIES VARIES 11 .5 1 � � � O <br /> � 13.5' TO 16.5' 13.5' TO 16.5' SIDEWALK '' ` - - - - - - - - - - - - - � - - - - - - - - -" � � 16 4" SHOULDER BALLAST. <br /> I I R W 8 � ,� <br /> , I , � � 17 4 CRUSHED SURFACING TOP COURSE <br /> 0.5 � 0.5 1 ' 9.5' 10' ,_� O <br /> 12 � SIDEWALK BUS � PROFILE GRADE & PIVOT POINT <br /> 18 CEMENT CONCRETE PAVEMENT <br /> 6 � 2 14 6 LAYOVER ( 19 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB <br /> 2% 14`% 2V_ `o � 0.5' 12 ,�i � 5. AND GUTfER, SEE � 3 <br /> 2 � 2 2� � <br /> C5.1 1 <br /> 1 (- G.._ ' �1 2 -- 29'-.,.._� � _2% <br /> EXISTING 4 1 � SECTION E1 -E1 <br /> 9 16 20 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE <br /> 16 GRADE _ _ _ _ _ _ _ _ _ � � 6 4 9 �� „ 11 13 13TH STA 92+59 TO STA 94+(J9 CURB, SEE <br /> � � 12 <br /> � - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ ---- � <br /> � $ 18 <br /> I PROFILE GRADE, g $ � '' - - - - - _ _ _ _ _. _ _ _ _ - --� C5.11 <br /> 5 PIVOT POINT � <br /> 5 <br /> SECTION �4-A: 1 ST AVE SECTION E-E: 13TH STREET - 1 ST AVE TO WEST MARINE VIEW DRIVE 21 SPILL GUTfER, SEE 5 <br /> C2.5 <br /> NOT TO SCALE (1 ST STA 1 1 +50 TO STA 1 1 +73) NOT TO SCALE (13TH STA 92+18.75 TO STA 94+66.33) <br /> 22 MOUNTABLE CEMENT CONCRETE TRAFFIC CURB, <br /> SEE 14 <br /> VARIES VARIES <br /> R W 7.5' TO 11.5' 7.5' TO 11.5' R W C5.11 <br /> / VARIES 4' TO 18.5' VARIES 4' TO 16.5' / R�W 35' R/W <br /> � PLANTER STRIP PLANTER STRIP 4' PLANTER CENTER ISLAND STR P NTER N OTES: <br /> �� � , STRIP 1 . DIMENSIONS FOR SIDEWALKS AND PLANTER STRIPS <br /> � 1 VARIES VARIES VARIES � 1 ' 7.5' 18' 12' 10.5' 14' 10.5' 12' 18° 1 7.5' _ � 1 ' <br /> i I SIDEWALK SPLI�ER SIDEWALKI VARY. SEE PAVING PLANS FOR AREAS OF VARIABLE <br /> �' ISLAND � SIDEWALK DRIVING LANE TRUCK 0.5' 0.5' TRUCK DRIVING LANE SIDEWALK � WIDTH. <br /> �- I 0.5' I APRON HIGH APRON 0.5 <br /> `� 0.5' 0.5' ' <br /> LANDSCAPING <br /> �, �A�S 6 19 �' �� 6 PL��vs AP�RovFfl � <br /> 12 12 6 <br /> 2�_ 2% �i ��. <br /> 0 2% a 2� 2� � ------- ARIE y._ <br /> 2% <br /> � T� ARIE _2� 2%_ ARIE _2� - 2� 2 �>°T�-���r��-- �_� ,pw. <br /> � ---�--- - 2% _.+. - - 2 20 � 20 _`� �� Pue�. SERVICE� a►r� � <br /> � 2 � 2 1 � Pu��..ic woRxs <br /> m 1 � <br /> LOW LANDSCAPING <br /> z 7 �1 ` 9 � 13 8" �8 �7 8t' �8 �9 � 3 7 9 4- '� 6 � - ��s'pN A PUBLiC WORKS PERMiT tS REQUI�R DPRfOR <br /> � 16 4 9 7 EXISTING �4 7 9 4 16 4 � 7 - TO STARTING ANY CONSTRUCTIQN aN THIS <br /> � � GRADE 16 �� \ � _ _ ' � --� C1TY EPIGINEER PIiOJECT. APPROYAL FOR TitlS PROIECF tS <br /> � / <br /> � � - � - � - ^ _. - - - - - - - - - - - � - _" - - - - - - - - - - - - - - - - - � _ _ � - - - - - - - - - - - - - - __ � - - - r- - - - f ' ANOfJ(PIRES�._..UNL�SSPERMi7 <br /> � � - - _ _ CONDITtONAL PER CURREN? ST%1NdAR0 <br /> - - - - - - <br /> � - - - - - - -" - - - - - - - --- <br /> - - - - - - - - <br /> Z 8 5 FOR CONSTRUCTION HAS B�EN iSSUED <br /> � �EXISTING 5 8 <br /> U <br /> GRADE <br /> o SECTION 6-B: WITH SPLITTER ISLAND CALL 48 HOUR3 <br /> r SECTION F-F: 13TH STREET AND 1 ST AVE ROUNDABOUT WITH CENTER ISLAND BEFORE YOU DIQ <br /> � NOT TO SCALE <br /> 0 <br /> N <br /> NOT TO SCALE EARLY ROADWAY AND UTILITIES BID PACKAGE 13 _ _ _ <br /> N 1 soo 4z4 a�aa <br /> � . � R PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T <br /> o • • _ � wAs � H. KUYPER AS NOTED DWG. N0. <br /> � ' � � � 8/29/08 BID PACKAGE 13 BID SET �,�°� �j��o C 2 . 3 <br /> � $ �� ��� DESIGNED BY: oATE: NORTH MARINA REDEVELOPMENT <br /> O O /8/08 EARLY ROADWAY & UTILITIES � R. KIRIAKOS AUGUST 4 2006 CIP N0. <br /> 0 728 134th Street SW � Suite 200 BiD PACKAGE 13 - REVIEW � 42262 � ' INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> ao r� .o ' � DRAWN BY: CHECKED 8Y: <br /> � AQ 3/16/07 CONFORMED SET ADDENDA 1 -4 �'t'c���'GISTEg�'�ti�� K. HARRIS M. CREEDEN PROJECT <br /> ,� P.o. BOX 538 Everett. Washington 98204 SSIONA�. ��� TYP I CAL ROADWAY S ECTI 0 N S No. PD-NM-2005-06 <br /> `�' EVERETT, wA ss2os Ph: 425 741-3800 /U\ 8�4/06 PERMIT APPROVAL/CONSTRUCTION O� ��0� APPROVED BY: <br /> � (425) 259-3164 � <br /> ¢ JOB No. 21-07-004 N0. DATE BY REVISION N0. DATE BY R�/ISION SHEET N0. � � OF 83 <br />