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SEC. 9 8, T.2 9 N. , .1�. 5E. , W.M.
<br /> MATCHLINE STA 11+00 - SEE SHEET C5.4
<br /> � 5 � _._
<br /> � �: �a io
<br /> ���n� �
<br /> 1 ST STA 10+60, 3' LT, AP f'' , .
<br /> 103< r 1D4
<br /> • BOW PT STA 10+45 28.5' LT. ,�} I V;h a.d
<br /> 14TH STA 113+37.00, 20.0' LT r 1ST STA 10+60, 3' RT, AP
<br /> CURVE L "n
<br /> 14TH STA 113+29.00, 12.0' LT �• 7
<br /> �p 14TH PC STA 717+17.5. 30.0' LT R=15.0' j1 1ST STA 10+51.37, C�
<br /> U BOW 5 TYP ��� sa�f Y CENTER. R=1.5'
<br /> ,r� s�, 1 ST STA 10+40
<br /> F -14TH STA 116+97. 12.0' LT ���� ���y
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<br /> _ � 14TH STA 116+89, 20.0' LT �
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<br /> . � � �'�� � CURVE N
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<br /> � t 7;��.E ,�.. � ,. :. ,. . „ '.,y .... ., . .,i�. . � �-�`t �'� ,z�.� � ��"�" �°�S��rS� .n-�."�,�m y�3�a "$'3� r :`��°'���4�, J*a '�.a. �
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<br /> s '� � `�T 1� � � N 33'03'25" W
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<br /> �C 3�,�:,:' .r �,���� ,����^��'�`� q�� ,, ��� � '� 1ST STA 9+65 24' RT
<br /> ~ x. •���.c c �ya��r�*���,-����� ,@ c� ,� � �?��� t a BOW AP
<br /> . N - '(�47} '�k,��.� S���f�,�'�- '`�
<br /> W ����1 r� � ��,�!`;a 5.fX ��k�yX��l'' ,�� ,�4e�y T 'F' 8C
<br /> Z €" �, 22.0' RT
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<br /> 4 ^%. END CEMENT
<br /> v a a, ao: a ° $. . ,t�,^�y CONCRETE EWALK
<br /> � MATCHLINE SEE PARKING LOT PAVING PLAN SHEET C13.3 �aTH sTA i�s+ss, zo.o' RT cu v M 8
<br /> ' '���;" � cs.�o
<br /> �
<br /> 14TH STA 1 13+29.OQ 12.0� RT � . 14TH STA 116+97, 12.0� RT a d ���+ �'�r:�•,,,;;�
<br /> �,�' :� �� -
<br /> 14TH STA 113+37.00, 20.0' RT N 14TH STA 17 7+27 ' 1
<br /> i S�
<br /> 14TH STA 117+39 8 �``� �� Q�P
<br /> ; �
<br /> 14TH STA 117+61 = C5.10 \,�c� �
<br /> 8 1 ST STA 10+00 `�,��
<br /> 15T STA 9+92 1 ST STA 9+30
<br /> END OF PAVEMENT
<br /> 1 ST STA 9+80
<br /> CURVE L LEGEND: CONSTRUCTION NOTE3:
<br /> POINT STATION OFFSET GL ELEV CURVE DATA O1 CEMENT CONCRETE CURB AND GUTTER.
<br /> PC 14TH 717+14.50 12.Otl� LT 21.69 DELTA: SO' 00� 00° � HMA (HOT MIXED ASPHAITJ
<br /> 1/4 14TH 117+25.98 14.28� LT 21.83 TANGENT: 30.00' � BUS SHELTER CONCRETE PAD PER CI7Y OF EVERETT STANDARD
<br /> 1/2 14TH 117+35:71 20J9' LT 21.91 RApIUS: 30.00' PLAN 906.
<br /> a:, . CEMENT CONCRE7E SIDEWALK
<br /> 3/4 iST 10+30.52 18.78' LT 21.97 LEN6TH: 47.12' � CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF �/EREtT STANDARD
<br /> PT 1ST 10+42.00 16.50' LT 21.88 PLAN 309. PROVIDE #4 REBAR 12" OC, EACH WAY.
<br /> LANDSCAPE STRIP, SEE IANDSCAPE PLANS
<br /> CURVE M Q TYPE A CURB RAMP PER CITY OP EVERETT STANDARD PLAN 310A. (5.0'
<br /> RAMP WIDTH)
<br /> POINT STATION OFFStT GL ELEV CURVE DATA CEMENT CONCREfE PAVEMENT. SEE DEfAILS ,
<br /> PC 14TH 117+39.16 12.00' RT 21.94 DELTA: 54' S6' 46" � t & 2 ON SHEET C2.5 O5 TYPE B CURB RAMP PER CITY OF EVEREff STANDARD FLAN 3106. (5.0' � �?i ro ti-_,d +I � ! �I'II
<br /> 1/4 14TH 117+46.29 12.86' RT 21.99 TANGENT: 15.60' RAMP WIDTH) p� i (� � ' � �il�
<br /> 1/2 14TH 117+53.00 15.38� RT 22.03 RADIUS: 30.00� o�o�o GRAVEL O6 ROUNDABOUT TRUCK APRON OUTER CEMENT CONCREfE CURB AND GUTfER. �L.-_I�,�±��� �.,�j II
<br /> 3/4 1ST 9+85.29 12.86' LT 21.99 LEN6TH: 28.77' � MOUNTABLE CEMENT CONCRETE TRAFFIC CURB. �f-
<br /> ,. -
<br /> PT 1ST 9+78.16 12,00' LT 2�•$9 4'x6' 1REE PIT OR PLANTING STRIP WITH -
<br /> � � TREE PER LANDSCAPE PLANS O8 SURVEY MONUMENT PER CITY OF EVERETT STANDARD PLANS 312 AND 313. $
<br /> . �
<br /> i CURVE N O . ^. r �
<br /> � POINT STATION OFFSEf GL ELEV CURVE DATA � W�-L, SEE STRUCTURAL SHEETS S0.1 TO 53.7 9 NOT USED =. ' -_,.-. - °B"`' ,L i
<br /> � � .f �
<br /> o- PC 15T 9+64.69 72.00' RT 21.60 DELTA: 35' 03� 14" 10 CEMENT CONCRETE CURB. TYPE E-1. � 1""��, �
<br /> i 1/4 1ST 9+76.12 72.88� RT 21.83 TANGENT: 23.69� � TRENCH DRAIN, SEE STORM pRAINAGE PLANS �
<br /> � 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB.
<br /> 1/2 1ST 9+87.28 15.48� R7 21.96 RADIUS: 75.00' ((EY MAP �I�iill��� ��' ��
<br /> ° BOLLARD LOCATION;BOLLARD DEfAILS r
<br /> E 3/4 1ST 10+09.64 17.38' RT 22.02 LENGTH: 45.89' PER LANDSCAPE PLANS 1U2 SPILL GUTTER PER DETAIL 5, SHEET C2.5. � NOT TO SCALE Ilill_f ` II�
<br /> o PT 1ST 10+21.06 16.50' RT 22.09 XX TREE PIT ID, SEE TREE PIT LOCATION TABLE SCALE IN FEEf � JI (''i.
<br /> % CALL 48 HOURS oN sHEEr es.ii. GENERAL NOTES: �
<br /> 9 BEFORE YOU DICi i. sEE SHEEf G1.4 FOR DATUM AND ALIGNMENT INFORMATION. ZO o 20 4o NOTE: F��-I
<br /> � 1�SOO-424�6�SS 2. FOR ROADWAY SECTIONS SEE SHEEfS C2.1 TO C2.5 ADJUST�SCALE3 ACCORSDINGLY.�
<br /> i
<br /> PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. N0.
<br /> � • • ' ' • , ���A A �9 oEsicN o BKUYPER DA�AS NOTED
<br /> Port o �� NORTH MARINA REDEVELOPMENT C5.7
<br /> � ' R. AWAD AUGUST 4, 2006 CIP NO.
<br /> o �2s �3�th street sw�s��te 20o P ,��Z �� o�WN BY: �„E�K��: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> N AQ 3/16j07 CONFORMED SE?ADDENDA 1-4 �'`�•�Fc STE���}� C. OLSEN CREEDEN PROJEC7
<br /> P.o. eox ssa. Everett.Washingion 98204 Ss, �b R OA D WAY PAV I N G P LA N
<br /> � QO 8/4/O6 PERMIT APPROVAL/CONSTRUCTION �NAL Q ��lo� AppROVED er: No. PD-NM-2005-06
<br /> . �rtetr, wA sazos Ph: 425 741-3800
<br /> (425) 259-3184 EXPIRES 01 02
<br /> � JOB.No. 21-04-015 N0. DATE BY REVISION N0. DATE� BY . REYISION SHEET N0. 43 OF ��
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