Laserfiche WebLink
. ,, <br /> _, , <br /> �S°.� Co 7 8 7'e � � .l�o � o ��'o �1T o 1��10 �.���r��: � �� � <br /> , � � <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 /> . . . . . . . . . �. � " . � . . . . . . . � � � <br /> .. . :.. ... .. . . <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• . . <br /> O •l' • •S• . ) <br /> O O O O. � r �r r r v w <br /> � � � � O O +.w? <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. <br /> ...,. ... . . .. . <br /> . � .. . . .. <br /> ..: . . . �. . :., <br /> . . .... . .. <br /> . .. . . . . _ . .. . .. ... :. <br /> � ; � � � � .� a . <br /> � , P �v . 1 . SEE SHEET G1 .4 �OR DATUM AND ALIGNMENT INFORMATION. <br /> J � . <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 <br /> . , <br /> . . . . . . . . _ - <br /> . . . <br /> � . . - ,'�._. 4 3's]r.^ t t <br /> � 4Y�.,. '�d ' .. . .. . . . ••, . . . . . � .' . . . .. • . . • Q. • � ��� I�i I - � '�j i ���, �} - It,L. _ _ 1 it <br /> . . . <br /> ..�• __ , <br /> . "•{'.:_•�'•'.� ;4+(:-: . <br /> i : <br /> . ,�. . . . d d . .. . �t . : :'.� . :.• . .:.,;." � __s.,..i� 4a� ,�.�..._.�:�� - , ....� �-�:.,�� _ _ _P�� : <br /> YA �� 1� �� �� a�' � �i� , ' � .� �� �� � -i���� '.�,�r�h.� 'V�'•� �� - . .. _ '- _ <br /> :r:. <br /> � �. ' . � �� � � ° �. � � ° ° . ' .� ' a' q � ' ' a . . '� Q ��::::.�.'... - . 3RD STA 32+13 }��^ �� __�-= �I � ��� I� E � � � � � �I�'��; <br /> :�.�- _ � � <br /> .��� �, ti o <br /> o. � ` � <br /> � � . • . • • � . . � � ,p • v • ' ' ' �'• ' ;� � ��� I�' � ��i <br /> 'a„ �-; , , �� � <br /> i,i , <br /> ' 4 . � • . tlt i 1 -` i; � ��� I� j �g � � � �j�� <br /> QQ N� IiUC�VG U � �I,1 �i � � `'!I� i �� � a i_..J °' � � 1 �y�, <br /> 109 10 � r� _�r � , � f ;a, , I -� -�- .��.� �_ � € �. <br /> . _ . . . � <br /> 10 7 CURVE U � � � ` `� . R 3RD STA 32+01 � _��� ' , , __� ry�"% � §��i� <br /> L <br /> , a .r W i W w �OV .. 1 l� ....,�, ��- __1 <br /> i J <br /> � ♦ � <br /> ♦ ` <br /> r � a .r v v ..._. ��::: .:."". �? _�AseB�' - L! _ .,._.,..,.., . .....�. . <br /> �� <br /> . � ... . :... - <br /> ' a r v v _ � • <br /> .... F :�.�� r <br /> , '.- '�l � .••• , -f_.y __ .� �� <br /> I <br /> . , • � . ..... , :, <br /> .i. 4 � <br /> �� _.. <br /> ♦ v � . r r '� .. '� r� . ._ <br /> � ..... ., .., .. _..... <br /> w <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� <br /> � ' ��^ <br /> � . i,1 <br /> _.,, .��._- .. <br /> . <br /> „ <br /> 105 . � z . . 106 �: ,f���,;�� �����s��� !. ;� ����� � . <br /> c, � �r -� - - r�_� �� <br /> � � _ ' <br /> A '�'� . � . . . ��'�,��Ud�l� S/�1rJNk r�FlP�lT $ 'El��{siEC7 �'t� �` � � � ��� <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; � }�'��; <br /> _ � � � , <br /> �; � � � . <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 ._: , � -�- . ����� <br /> � � <br /> � „_ _ � <br /> i <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 />