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<br /> MATCHLINE STA 35+40 - SEE SHEET C5. 1 HMA (HOT MIXED ASPHALT)
<br /> 3RD STA 35+40.00, 19.0' LT �' 122 . 12� _ . 3RD STA 35+40.00, 19.0' RT CURVE U _ ,
<br /> . � I . °� POINT STATION OFFSE7 GL ELEV CURVE DATA � � CEMENT CONCRETE SIDEWALK
<br /> ' v .. • d. �a
<br /> . � I � � � � PC 3RD 31+93.00 11.00' LT 29.93 DELTA: 90' 00' 00" �
<br /> 4 1/4 3RD 32+02.57 12.90' LT 30.23 TANGENT: 25.00'
<br /> . �` � 1/2 3RD 32+10.68 18.32' LT 30.47 RADIUS: 25.00' LANDSCAPF STRIP, SEE LANDSCAPE PLANS
<br /> .� � � �2� � o . 3/4 3RD 32+6�.43 23.90' LT 30.75 LENGTH: 39.27'
<br /> ° I ' o .° v P T 3R D 32+76.0 0 2 2.0 0' L T 3 0.9 3 .��'-;��'�<`���"�'�':��� C E M E N T C O N C R E T E P A V E M E N T. S E E D E T A I L S
<br /> �
<br /> ..� 1 & 2 ON SHEET C2.5
<br /> .��� � .
<br /> � ►�' : ° . CURVEV o0000 �
<br /> � � POINT STATlON OFFS� GL ELEV CURVE DATA o 0 0 � o GRAVEL
<br /> 119 , � 120 PC 3RD 31+88.93 11.�0' RT 29.81 DELTA: 58° 19' 54" �
<br /> � � � � � ; 1/4 3RD 31+96.49 11.97� RT 30.00 TANGENT: 16.74� � 4'x6' TREE PIT OR PLANTING STRIP WITH
<br /> . 1/2 3RD 32+03.55 14.8� RT 34.09 RADIUS: 30.00 TREE PER LANDSCAPE PtJaNS
<br /> ( � a•..
<br /> PARKING STRUCTURE BELOW � 1 � w 3/4 3RD 32+09.68 19.�3' •RT 30.14 LENGTH: 30.54'
<br /> 3RD AVE BETWEEN STA 32+00 `� � �7 ¢ 11$ PRC(HP) 3RD 32+14.47 25.25' RT 30.21 ' WALL, SEE STRUCTURAL SHEETS S0.1 TO S3.1
<br /> AND STA 35+70, SEE BUILDING I� �
<br /> DRAWINGS, BY OTHERS � �n, . TRENCH DRA1N, SEE STORM DRAINAGE PLANS
<br /> a I � �, �.o CURVE W ,
<br /> � � .� POINT STATION OFFSET GL ELEV CURVE DATA o BOLI...ARD LOCATION, BOLLARD DETAILS
<br /> � � o . PRC 3RD 32+14.47 25.25' RT 30.21 DE�TA: 178° 15' 29" PER LANDSCAPE PLANS
<br /> 0
<br /> a ��. � I � �6 ; 1 f 4(LP) 29.98 TANGENT: 1973.51' XX TREE PIT ID, SEE TREE PIT LOCATION TRBLE
<br /> W �: . �
<br /> _ . a 1/2 30.14 RADIUS: 30.00' ON SHEET C5.1 1 .
<br /> �" � � �� 3/4 30.31 LENGTH: 93.34'
<br /> w .
<br /> I ' > PRC 3RD 32+45.47 26.00' RT 30.55
<br /> . � a o � 15 ° CONST'RUCTfON NOTES: �
<br /> � �4 � I CURVE X � CEMENT CONCRETE CURB AND GUTTER.
<br /> � ` � ° � � POINT STATION OFFSET GL ELEV CURVE DATA
<br /> � 3RD STA 33+86.00, 19.0' RT
<br /> Q � .. . P R C 3 R D 3 2+4 5.4 7 2 6.0 0' R T 3 0.5 5 D E L T A: 2 9° 5 5' 3 5" � BUS SHELTER C�NCRETE PAD PER CI-fY OF� EVEREIT STANDARD
<br /> I . PIAN 906.
<br /> 3RD STA 33+86.00, 19.0' LT ° ' �' 1 2 3RD 32+52.69 23.02' RT 30.68 TANGENT: 8.02'
<br /> � � � . � � 3RD STA 33+78.00, 1 1 .0' RT �
<br /> ' "„�) � �'�a� PT 3RD 32+60.43 22.00' RT 30.78 RADIUS: 30.00' 3 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CIIY OF EVEREfT STANDARD
<br /> 3RD STA 33+78.00, 11 .0' LT 112 , 113 , � PLAN 309. PROVIDE 4 REBAR 12" OC, EACH WAY.
<br /> $.
<br /> �. � 3RD STA 33+53 LENGTH: 15.67 #
<br /> CURVE Z . . 3RD STA 33+41 � TYPE A CURB RAMP PER CITY OF EVERETf STANDARD PLAN 310A. (5.0'
<br /> , � , � � _ RAMP WIDTH)
<br /> �� � CURVE Y � � � �
<br /> � ` � ".`. � . . � 5 TYPE 8 CURB RAMP PER CITY OF EVEREfT STANDARU PLAN 310B. (5.0'
<br /> 3RD STA 33+40.50, 57.0 LT 110 . 111 CURVE X POINT STATION OFFSET GL ELEV CURVE DATA _ � RAMP WIDTH
<br /> . . `. .` ' �. .• � � �
<br /> . PC 3RD 32+7�.50 22.00' RT 30.92 DELTA: 90° 00' 00"
<br /> 3RD STA 33+32.50, 49.0' LT ' `�+ a.' � Pl 3RD STA 33+10.50 8 1/4 3RD 32+84.07 23.90' RT 30.97 TANGENT: 25.OQ' �6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GU�(ER.
<br /> "I � . ° � CURVE Y
<br /> � a o PI 3RD STA 32+40 8 1/2 3RD 33+39.82 1$.32' RT 30.80 RADIUS: 25.00'
<br /> �7 MOUNTABLE CEMENT CQNCRETE TRAFFiC CURB.
<br /> °� . d :a . . . � � . �. �. . � I° . " ° ����:;1; ._:_. , �. � � � � .a . . . . .. � . . .�� 3/4 3RD 33+4��?.9� 12.90' RT 30.63 LENGTH: 39.27'
<br /> �.�_a_� T�.� _;='' � �' d•�� :�� •� " , ^,`-'.;,r�+,c•": � • . D • p ,v : '� ' J3"I"�i.50 1 �.00' RT 30.39 �8 SURVEY MONUMENT PER CITY OF EVERETf STANDARD PLANS 312 AND 313.
<br /> .. ......
<br /> PT 3RD
<br /> . . , . �, . ...s . : .. . . Q
<br /> . . . . . . . . . �. � " . � . . . . . . . � � �
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<br /> • + C,D Q
<br /> - - - . . . . _ . . . . . . . . . . . . � NOT USED
<br /> � � � CURVE Z g
<br /> �� Q� � 10 POINT STATION OFFSET GL ELEV CURVE DATA 10 CEMENT CONCRETE CURB, TYPE E-1 .
<br /> � '2Q.C}"..�,...1 .
<br /> PC 3RQ 33+32.50 36.00' LT 30.92 DELTA: 9Q° 00' 00"
<br /> � ' � � - D� � � 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB.
<br /> �t : ., . .; _ , ` .. _ . . . . � CURVE W 1/4 3RD 33+34.40 26.43 LT 34.97 TANGENT: 25.00
<br /> S kr .' '.00 � OO � OO � OO � OO 0 OO � OO � � .. i r.•.•„`-:;`.' ^':.;'�'..^.7 ';. ;,.•a'•:.� '.;:,�...,•::... r'•:ti�,.`:. i :.,:'...1;-.f,�I Y:..,.:'•. .��.�.W.W.�.�.�.W W �.. . . . , e �
<br /> a. o 0 0 0 0 0 0 �~ , . • W - 1 2 3RD 33+39.82 18.32 LT 30.80 RADIUS: 25.00 12 SPILL GUTTER PER DEfAIL 5, SHEET C2.5.
<br /> ; Oo Oo Oo Oo Oo Oo Qo :����'� .�.::����, , . � . . . . . . . . � �
<br /> �� 2.90' LT 30.63 E GTH: 39.27'
<br /> � �o o-0 o�o - . . :,��.... �`<-`;�:. ��.:',:::�� -,� - - - - - Q 3 4 3RD 33+47.93 1 L N
<br /> 0 0 0 0 0 0 0 /
<br /> 00 Oo 00 00 0o Oo 00 ��::`$8°:Qa•��. :�r14• . .
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<br /> O O O O. � r �r r r v w
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<br /> O O O
<br /> O O O O �1
<br /> � � � � � � � � - �?"'`' _r _ . . . . ! , a .
<br /> _ - PT 3RD 33+57.50 11.�0 LT 30 39
<br /> 0 0 0 0 0 0 0 _ . . . � y . o GEN ERAL N OTES.
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<br /> � , P �v . 1 . SEE SHEET G1 .4 �OR DATUM AND ALIGNMENT INFORMATION.
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<br /> 2. F�R ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> . . . . . . . . a
<br /> .'- - • - - . - - .a �o. � � 3RD STA 32+40, 9.5' RT, CENTER
<br /> . . _
<br /> , . ' ` . . . . . . . . . . . . . .:'` � � RAIUS TO FOC - 14
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<br /> � �. ' . � �� � � ° �. � � ° ° . ' .� ' a' q � ' ' a . . '� Q ��::::.�.'... - . 3RD STA 32+13 }��^ �� __�-= �I � ��� I� E � � � � � �I�'��;
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<br /> 109 10 � r� _�r � , � f ;a, , I -� -�- .��.� �_ � € �.
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<br /> 10 7 CURVE U � � � ` `� . R 3RD STA 32+01 � _��� ' , , __� ry�"% � §��i�
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<br /> 3RD STA 32+10.00, 71.5 LT ° � � ��� �' ��� � � � , �' ,��° � i ! � =�1 ���` ` ''�°
<br /> ��
<br /> .�. e �. . 3RD STA 31 +79.00, 1 1 .0 RT � . � � w ���d � � : _; r�,� ��. � i�� ; � i;; ( � � , �
<br /> PARKING STRUCTURE BELOW 107 ,. -�- � , _. _ _ _ _Kr-��� � ��- � ; � :�: a ;
<br /> . . '. .` '. . ' �- n..�G � .. .� � i
<br /> 3RD AVE BETWEEN STA 32+00 3RD STA 32+03.50, 22.0' LT � � `� �� x �� � � '� x,�,- � I� �? - �`= 1 �; �
<br /> . � . � _---._ _____ � 2Q0 � ��
<br /> v� ° cn ` ` � • .- �����. �CT � `� � ' �a� `
<br /> 3 AND STA 35+70, SEE BUILDING � � � � a ` ` ' � - ; � - �
<br /> .� ' � ` : . 3RD STA 31 +71 .00 19.0 RT , -- -- ` �g ,' `� �--- - p - � -� f�
<br /> , ' , ��:� �. _,:,�,�'�.:� ���3���� �� ;., ,s.,..., , - --- - ���i�
<br /> • DRAWINGS, BY OTHERS � " � ' ` ' � � °�'�� � "A ` ��� � °� � `
<br /> .- 3RD STA 31 +79.00, 11 .0 LT � � `� ` ' �„ � > �_ �._.... �;
<br /> � � �� r,a .. . � a��r,�����.,�,�� -� � ��f�
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<br /> �' 3RD ST 31 1 00, 19.0 L � � � � �
<br /> �� �i�� �y �. .�5�:
<br /> � � � s�R�1f�F'F�F�Gv�,'� cR��rt1a�P� ;v G � r"1�,'
<br /> .- . �=�6��� �������F� � zh ar� _ ����� KEY MAP ,n �
<br /> � � . . ' k =i��i31; � }�'��;
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<br /> 5L i+��f�i�l�rtL '�EM UFch�o-tl' .�;a°�Pv�Gr i.:, �i ? ��+ � ��';�4
<br /> �, a F � � �.������ � �,yf ����� ���, 9�,. ,� 11is1 � � i.
<br /> . , ' - �
<br /> � � NOT TO SCALE ��k
<br /> �
<br /> '� � . �' ;��i.�s r�z, �,r,n; �- � �- d ._: , � -�- . �����
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<br /> _ _ d_���b.�.�.� �__,� , ,. _ �� � �� _�;�M�
<br /> � � MATCHLINE STA 31 +5� SEE S�HEET C5.6 � �,a��
<br /> � �A�L 4H HOURS � � SCALE IN FEET ��� � � »�» �
<br /> o .
<br /> � �3EFORE YOU DtG �� - � � NOTE:
<br /> � �•8d{��424�5�55 � , 20 0 � 20 40 � �� ADJ�UST�S�CALE�ACCORqING�Y��
<br /> N
<br /> / ,
<br /> �
<br /> N
<br /> � PROJECT ENGINEER: SCALE: C ` �r
<br /> � � � ��Aw-A � � � � � (- � V � RE�T DWG. N0.
<br /> � � � � ' ,�,�. oF asr�I H. KUYPER AS NOTED
<br /> �t `�� '� DESIGNED BY: DATE � � � �
<br /> � O� O �� - � N�RTH MAR�NA RED�VELOPMENT
<br /> R. AWAD AUGUST 4, 2�06 CIP N0.
<br /> 0 728 134th Street SW � Suite 200 42262�,����°w� DRAWN BY: �HE�KEo BY: INFRASTRUCTURE PNASE 1 3-0-003-09
<br /> � � � � �� �w PROJECT
<br /> N Everett, Washin ton 98204 �s Grs�E� �� D. OLSEN M. CREEDEN ��A ���Y PAV I N G P LA N No. PD-NM-2005-06
<br /> P.O. BOX 538 g
<br /> � EVERETT, WA 98206 Q 0� 8/4/Ofi PERMIT APPROVAL/CONSTRUCTION srOxAL �� APPROVED BY:
<br /> � Ph: 425 �4�-3UdO EXPIRES o� 02 , SHEET N0. F 8�
<br /> (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION q-3 � �
<br /> a JOB No. 21-04-015
<br />
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