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<br /> ►�.� C e , �, �o � �' No , � . ��. , W. M. LEGEND�
<br /> �� ACP (ASPHALT CONCREI�E PAVEMENT)
<br /> ;
<br /> 13TH STA 92+59, 18.50' LT '�M������� � a
<br /> AP, BEGIN BUS PULLOUT �� : a_ a CEMENT CONCRETE SIDEWALK
<br /> -������;� � �
<br /> � CENTER OF RAMP LANDSCAPE STRIP, SEE LANDSCAPE PLANS
<br /> C5.10 13TH STA 91 +74.12, _
<br /> 10 18.50' LT � ' _ 1 E�E�T ON� SHEET C2.5EMENT. SEE DETAILS
<br /> 1 �.�.�.�.��.�.�� tn - - - -
<br /> � U SHOULDER BALLAST
<br /> � . ..a � a . a : �_ . a a . . . a .
<br /> . . � a . . .
<br /> . . . � � tl e� ' � � ° -'d ' � a d a . ~
<br /> � - � � _ � � . � � w QUARRY SPALLS
<br /> � + � .'. , d° .',"- -"-`-`-'�`-`-'� -'-`-'-'-��'. -'- .'-�-'W`-�W `-`-`Y'� � + � 4'x6' TREE PIT OR PLANTING STRIP WITH
<br /> �� � . � � � W � 4 � � � � � � w � TREE PER LANDSCAPE PLANS
<br /> �.� .. ..._ , � n
<br /> �� �� - TRENCH DRAIN, SEE STORM DRAINAGE PLANS
<br /> Gj . �"' - .- I
<br /> ��c. .• �. : _ . _ N 88't�4'11" W � BOLLARD LOCATION, BOLLARD DETAILS
<br /> � .:�;�:�� `�- - ,_�:-.-�T. � - - - - � PER LANDSCAPE PLANS
<br /> / - � + � � � � " °O S TREE PIT LOCATION TABLE
<br /> �� . - - - � XX TREE PIT ID, EE
<br /> �� ` . .- - - - ,,.� + ON SHEET C5.11 .
<br /> G '� � �
<br /> v-T:.
<br /> � ,��- -- .. •�`�� - � °� IRRlGATION SLEEVE, SEE 11
<br /> �� � _ ;�:..`;_.._,*..�. - -, - �? _ -�,�- C5.11
<br /> - -_ - � . - - ' - , ' S4 �5 56 Q
<br /> �.�.: � .;.. ,.
<br /> • ��' '' '" SAWCUT LINE
<br /> W .
<br /> . . �
<br /> . _
<br /> . . . .
<br /> . , . N
<br /> ` ` � � � � ` ` ` � ° � W CONCRETE CURB & GUTTER
<br /> � -' 'c3`.. � � a � _ � � .. : � . Z
<br /> + ` � � a � 6 �� � m � �� � = SIG NEW CABLE EQUIPMENT
<br /> r � � C5.10 v
<br /> 5 cuRe cuT , - r.� � :, •:' . 6 � �o � CONSTRUCTION NOTESs
<br /> C5.10 CENTER OF RAMP .,��,,2� . ' � 11
<br /> 1 ST STA 1 1 +67.94, 16.51 ' LT . ,-' a 13TH STA 92+0�, 7.5' RT
<br /> � $ 1 ST STA 12+00, CL AP o1 CEMENT CONCRETE CURB AND GUTTER.
<br /> + � 10 4 CENTER OF RAMP �2 BUS SHELTER CONCRETE PAD PER CITY OF EVERETf STANDARD
<br /> o _ � �� °� - . PLAN 906.
<br /> � - C5.10 13TH STA 91 +74.12, 21 .66' RT
<br /> a .
<br /> '� a � � �J CENTER OF RAMP O CEMENT CONCREfE DRIVEWAY TYPE 3 PER CITY OF EVEREfT STANDARD
<br /> 1 1 .5' W 1 1 5' C5.10 1 ST STA 1 1 +67.96, 16.50' RT PLAN 309. PROVIDE #4 REBAR 12" OC, EACH WAY.
<br /> � •+�� � O TYPE A CURB RAMP PER CITY OF EVERETT STANDARD PIAN 310A.
<br /> �, � (5.0' RAMP WIDTH)
<br /> � ¢'
<br /> � � 1 ST STA 1 1 +50, RT � TYPE B CURB RAMP PER CITY OF EVERETT STANDARD PLAN 310B.
<br /> � �'"' c� END CEMENT CONCRETE SIDEWALK (5.0 RAMP WIDTH)
<br /> � ROUNDABOUT TRUCK APRON CEMENT CONCREfE CURB AND GUTTER, SEE � 3
<br /> 6 Q C5.11
<br /> 1 ST STA 1 1 +30 16.50' LT C5.10 14
<br /> EOP Q7 MOUNTABLE CEMENT CONCRETE TRAFFIC CURB, SEE
<br /> C5.11
<br /> I
<br /> ,� O8 SURVEY MONUMENT PER CITY OF EVERETf STANDARD PIANS 312 AND 313.
<br /> 1 ST STA 1 1 +30 16.50' RT �+
<br /> AP EOP `- �9 NOT USED
<br /> , �-�-
<br /> 10 CEMENT CONCRETE CURB, TYPE E-1.
<br /> � N 1 1 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB, SEE � 2
<br /> , � O C5.11
<br /> 1 ST STA 10+59.49 16.50 LT
<br /> AP, EOP 12 SPILL GUTTER PER DETAIL 5, SHEET C2.5.
<br /> SCALE IN FEET
<br /> � �sT sTa 10+94.�5, c� 0 20 4o GENERAL NOTES=
<br /> 3 �� � TEMP CENTERLINE ANGLE POINT 20 1 . SEE SHEET G1 .4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> � ;� BEGIN TRANSITION
<br /> �,� °} 2. FOR ROADWAY SECTIONS SEE SHEETS C2.2 TO C2.5
<br /> � � �, r � t ;� ' o
<br /> � :� `� °; � 3. SIDEWALK DIMENSIONS ARE TO BACK OF CURB
<br /> .
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<br /> �, � � ; � F � 4. FOR EXISTING AND PROPOSED UTILITIES, SEE C7 SHEETS.
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<br /> � 1 ST STA 10+00 1 1 .84' LT �� f �.
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<br /> .� END TEMP CENTERLINE � , � �� �' , ;. . '� �-°�'"`r`'�-° o� -�� �� �: �� P eL ERve � �� �
<br /> � TRANSITION � 12.p' j 1�.C1' ' , : �. .: ; u s cE� oar�
<br /> . .. __ _
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<br /> z� �� 1.0 � � , - � � � $> P�iBLIC WORKS
<br /> - ' EROSION DRAINAGE DEPA�tTMENT
<br /> ~ A PUBLIC WORKS PERMIT IS REQUIREDPRIOR
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<br /> � QO } E�� 1 � �; PROIECTTIAPP 0 AL�FOR a7�IS PR�JECT��
<br /> CITY ENGINEER
<br /> Z KEY MAP ��t CONDITIONAL PER CURRENT S7ANDARDS
<br /> O AND EXPIRES UNLESS PERMIT
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<br /> � CALL 48 HOURS - � ���
<br /> � NOT TO SCALE `� FOR CQNSTRUCIION HAS BEEN ISSUED
<br /> �, »
<br /> � BEFORE YOU DIG � 1 ST STA 10+00, 23.94' LT & 0.20' RT NOTE�� L ��
<br /> o SAWCUT, END TRANSITION IF L DOES NOT MEASURE 1
<br /> i 1-SOO-424-5555 MATCH EXISTIR�G PAVEMENT EARLY ROADWAY AND UTILITIES BfD PACKAGE 13 ADJUST SCALES ACCORDINGLY.
<br /> N
<br /> /
<br /> � . �� Rl PROJECT ENGINEER: SCALE: P o R T O F E V E R E T T
<br /> . • wA I � H. KUYPER AS NOTED DwG. No.
<br /> � 1 � 1 � 8/29/08 BID PACKAGE �3 - BID SET Q.�o� s�r�.�o C5.4
<br /> .� '�'� G',�, DESIGNED BY: DATE:
<br /> o � � $�$�o� EARLY ROADWAY & UTILITIES � R. KIRIAKOS AUGUST 4, 2006 NORTH MARINA REDEVELOPMENT C�P Na.
<br /> � 728 134th Street SW � Suite 20Q Bio PACKAGE 13 - REVIEW � 1 � DRAWN BY: CHECKED BY: INFRASTRUCTURE PHA�SE 1 3-0-003-09
<br /> � � A 3 16 07 CONFORMED SET ADDENDA 1-4 ���' ��' 4228 �L�� 'tL�� PROJECT
<br /> N Everett. Washinaton 98204 � � � �'SsGISTE���ti D. OLSEN M. CREEDEN � (�ADWI�Y PAVI NG PLAN No. PD-NM-2005-06
<br /> r P.O. BOX 538 '" �NA�' APPROVED BY:
<br /> N EVERETT, wA 9s2os Ph: 425 741-380Q � $�4/06 PERMIT APPROUAL/CONSTRUCTION �p �
<br /> °' (425) 259-3164 � �
<br /> Q JOB No. 21-07-004 N0. DATE BY REVISION N0. DATE BY REVISION , SHEET N0. 29 OF 83
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