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CON3TRUCTION NOTES: SEC. 18, T.29 N., R. S.E., W.M.
<br /> MATCHLINE STA 31+50 - SEE SHEET C5.8 MATCHLINE STA 21+50 - SEE SHEET C5.9
<br /> O7 CEMENT CONCRETE CURB AND GUTfER.
<br /> n, n
<br /> � BUS SHELTER CONCRETE PAD PER CI1Y OF EVERE7T STANDARD �,��;Q "
<br /> PLAN 906. _.
<br /> O3 CEMENT CONCREfE DRIVEWAY TYPE 3 PER CI1Y OF EVERETT STANDARD �
<br /> q � a
<br /> PLAN 309. PROVIDE #4 REBAR 12' OC, EACH WAY. a � " ..
<br /> SCALE IN FEET
<br /> O4 TYPE A CURB RAMP PER CI'fY OF-EVEREff STANDARD PLAN 310A. (5.0' ; in �
<br /> RAMP WIDTH) � 4 r < ,��� 20 0 2o ao
<br /> UNDERGROUND GAR4GE
<br /> • � lYPE B CURB RAMP PER CIIY OF EVERETT STANDARD PLAN 310B. (5.0' $ STRUCTURE BELOW 3RD �� `O
<br /> RAMP WIDTH) � . AVENUE BEIWEEN APPROXIMATE ,,.�; CALL 48 HOUR3
<br /> STA 30+73J5 AND STA �L' BEFORE YOU DI�3
<br /> 3RD STA 30+61, 19' LT � ` ° 31+37.75, VERIFY WITH �,�t
<br /> � ROUNDABOUT TRUCK APRON OUTER CEMENT CONCREiE CURB AND GUTTER. v � , r �
<br /> BUILDING PLANS �� ����� y�8QQ-424�6556
<br /> O7 MOUNTABLE CEMENT CONCREfE TRAFFIC CURB. { ,
<br /> ° 2ND STA 20+60, 20' LT �-�„* ,��� ;s
<br /> x_.
<br /> OS SURVEY MONUMENT PER CITY OF EVERETT STANDARD PLANS 312 AND 313. 3RD STA 30+53, 11' LT `,a ���,.y `
<br /> O9 NOT USED 3RD STA 30+34 3RD STA 30+61, 19' RT �� � � 2ND STA 20+60, 20' RT
<br /> - 2ND STA 20+52, 12' LT �„'
<br /> ;, �y.
<br /> 70 CEMENT CONCREfE CURB, NPE E-L 3RD STA 30+22 3RD STA 30+53, 11' RT , -
<br /> a;n. 2ND STA 20+52, 12' RT t�
<br /> 71 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREfE CURB. 14TH STA 109+39.50, 12' LT 2ND STA 20+34 6 uj
<br /> 5 7Yp 14TH STA 109+90.50=n 14TH STA 111+86 =/'1 t)
<br /> �1 SPILL GUTTER PER DETAIL 5, SHEET C2S: -'- 3RD STA 30+00 Z� 78 2ND STA 20+00 ��� F
<br /> $ 14TH STA 109+31.50, 20' LT ` ' 75 � ' w
<br /> C5.10 a : '67 r 68' ' CURVE J ��. ' �,,.�
<br /> 20.0' � �` 22.0' `�� .:� ° CURVE K =
<br /> 14TH S7A 106+90 14TH STA 108+00 10' 7 4 T H S T A 1 0 8+1 0, L T & R T CURVE H �� CURVE I • 22•O, N
<br /> SAWCUT, END TRANSITION EOP AT 17.0' LT 3 END CEMENT CONCRETE a . : � � 11.0' 3 C5.10 TM P o a �� 14TH STA 112+22 >>•� 3 w
<br /> MATCH EXISTING PAVEMENT `r S EWALK ea �n � N
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<br /> ' - � ° , . d °"Q' .. e a � � . . � ,a .o ' .Q � 'P'. . .o : ed.�I��Nr'. } I
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<br /> . ��� ,.,, . �.... .r,. . , , . . `� � °: . .'.-.'.'.'.'.'.'.' . .. : . .� '�� � � v {
<br /> ��s 8"� � � � O
<br /> O• fr ,�� -�,,..'.,��T u�' p { ,p . -F
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<br /> a,r7•.�� - - i M
<br /> �Y.• � �.. � 4�2*GfP ; �f. � ���14i ¢
<br /> � _ -----�� N
<br /> � Z
<br /> .�� '.�;�� �, J
<br /> aZ ". . < � ' S
<br /> ' . *, � 14TH STA 108+00 a $ . �. .. . . ; c. ' . a, <:�� d , ° � a Q
<br /> a' •.•a-.- . .fYF '
<br /> EOP AT 17.0' RT a . ° . �
<br /> CURVE H MATCNLINE SEE PARKING LOT PAVIN� PLAN SHEET C13.2 i MATCHLINE SEE PARKING LOT PAVING PLAN SHEET C13.3
<br /> POINT STATION OFfSEf GL ELEV CURVE DATA 14TH STA 108+65.50, 20.0� LT 14TN STA 111+50
<br /> 8 14TH STA 110+56, 20.0' RT 14TH STA 112+78
<br /> AP 14TH 109+31.50 20.00' LT 21.85 DELTA 90' 00' 00' C5.10 14TH STA 108+57.50, 12.0' LT 14TH STA 170+94
<br /> AP 14TH 109+39.50 12.00' LT 22.09 TANGENT: 30.00' -
<br /> PC 14TH 109+49.50 12.00' lT 22.19 RADIUS: 30.00' 14TH STA 110+64, 12.0' RT N 14TH STA 110+83.58 14TH STA 112+89.04
<br /> 1/4 14TH 709+60.98 14.28' LT 22.26 LENGTH: 47.12' 14TH STA 108+23
<br /> i/2 14TH �os+�oa� zo.�s� �T 2z.so CURVE K LEGEND:
<br /> 3/4 3RD 30+30.52 13.28' LT 22.18 POINT STATION OFFSEI GL ELEV TOC ELEV CURVE DATA
<br /> PT 3RD 30+42.00 11.00' LT 22.10 AP 2ND 20+60.00 20.00' RT 21.06 NO CURB DELTA 90' QO' 00' HMA (HOT MIXED ASPHALT)
<br /> CURVE J AP 2ND 20+52.00 12.00' RT 20.80 21.30 TANGENT: 30.00' � QENERAL NOTES:
<br /> BOT 0 ZND 20+45.00 12.00' RT 20.71 21.21 RADIUS: 30.00'
<br /> POINT STATION OFFSEf GL ELEV TOC ELEV CURVE DATA RqMp 1. SEE SHEEf G1.4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> BOT 0 � CEMENT CONCRETE SIDEWALK
<br /> 14TH 111+39.00 12.00' LT 20.74 21.24 DELTA 90' 00' 00" PC 2ND 20+42.00 12.00' RT 20.80 21.17 LENGTH: 47.12'
<br /> RAMP 2. FOR ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> PC 14TH 111+44.00 12.00� LT 20.95 21.24 TANGENT: 30.00' TOP 0 ZND 20+34.00 13.09' RT 21.03 21.07
<br /> RAMP � LANDSCAPE STRIP, SEE LANDSCAPE PLANS
<br /> T�MP 14TH 111+50.00 12.61� LT 21.19 2123 RADIUS: 30.00' 1/4 2ND 20+30.52 14.28' RT 21.05 21.09 0
<br /> 1 2 14TH 172+06.79 20J9� LT 21.17 21.21 ^�� �, '� 4I �
<br /> 1/4 14TH 111+55.48 14.28� LT 21.22 21.26 LENGTH: 47.12' � CEMENT CONCRETE PAVEMENT. SEE DETAILS kI
<br /> 3/4 14TH 112+76.52 14.28' LT 21.22 21.26 1 & 2 ON SHEET C2.5 , ' I�1 I � �� I
<br /> 1/2 14TH 111+65.21 20.79' LT 21.17 21.21 TOP 0 �`----�, 7 i_� �'!
<br /> 3/4 2ND 20+30.52 14.28' LT 21.05 21.09 RAMP t4TH 112+22.00 12.61' LT 21.19 21.23 - - 3 � !'r.
<br /> TOP 0 2ND 20+34.Q0 13.09� LT 21.03 21.07 PT 14TH 172+28.00 12.00' LT 20.95 21.24 ��o�o GRAVEL � .. ' _ ` - �.
<br /> �, RAMP
<br /> �-u �.�i
<br /> v PT 2ND 20+42.00 12.00' LT 20.80 21.17 B�MP 14TH 112+33.00 12.00' LT 20.74 2124 � I
<br /> ^i BOT OF � 4'x6' TREE PIT OR PLANTW6 STRIP WITH �; � ___ _ I
<br /> � �MP 2ND 20+45.00 12.00' LT 20.71 21.21 TREE PER LANDSCAPE PLANS - --_ � � �' �Iy�
<br /> ' 14TH ST AT 2ND AVE ELEVATION TABLE " C' �r h � �'�`
<br /> � AP 2ND 20+52.00 12.00' LT 20.80 21.30
<br /> a � WALL, SEE STRUCTURAL SHEETS S0.1 TO S3.1 I. ��ysi
<br /> POINT STATION OFFSET GL ELEV TOC ELEV �,,
<br /> i AP 2ND 20+60.00 20.00' LT 21.06 NO CURB � � k
<br /> BOT OF K�����III i�- '�
<br /> �R 14TH 111+39.00 12.00' RT 20.74 21.24 � TRENCH DRAIN, SEE STORM DRAINAGE PLANS � KEY MAP
<br /> CUR� I RAMP � I`I�I r ���
<br /> °9' NOT TO SCALE ���� J ����
<br /> E POINT STAl10N OFFSEf GL ELEV CURVE DATA TOP 0 14TH 111+50.00 12.00' RT 21.20 21.24 o WN-'---`=="-!,'��'
<br /> o` BOLLARp LOCATION, BOLLARD DETAILS Gf,'�
<br /> R4MP I._.----...� I
<br /> PC 3RD 30+42.00 11.00� RT 22.10 DELTA: 90' 00' 00" PER LANDSCAPE PLANS �------_�' �!
<br /> � 1/4 3RD 30+30.52 13.28' RT 22.18 TANGENT: 30.00' HP 14TH 111+86.00 12.00� RT 21:56 21.60
<br /> �, TREE PIT ID, SEE TREE PIT LOCATION TABLE
<br /> o t/2 14TH 110+10.29 20.79' LT 22.30 RADIUS: 30.00' TOP 0 �qTH 112+22.00 12.00' RT 21.20 21.24 xX ON SHEEf C5.11. , '�L"
<br /> � RAMP NOTE: r i
<br /> � 3/4 14TH 110+20.02 14.28' LT 22.24 LENGTH: 47.12' BO7 OF IF L" DOES NOT MEASURE t"
<br /> � PT 14TH 110+31.50 12.00' LT 22.09 RAMP �4TH 112+33.00 12.00� RT 20.74 21.24 ADJUST SCALES ACCORDINGLY.
<br /> �/ . �PROJECT ENGINEER: SCALE:
<br /> � N KU PORT OF EVERETT DWG. N0.
<br /> a • � O�p4WASy A H. KUYPER AS NOTED C5.b+
<br /> � PO� O � � � I t y1~�� �.. 0�9 DE5IGNED�BY:AWAD AUGUST 4. Zoos NORTH MARINA REDEVELOPMENT CIP N0.
<br /> a 728 134th Street SW�Suite 2�0 ,s�� INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> n EvereH.Washin ton 98204 p F88loxA��o, ��'wND. OLSEN CHECKED BY: ROADWAY PAVING PLAN rPio�Ecr PD-NM-2005-06
<br /> N A� /16/07 CONFORMED SET ADDENDA 7-4 9��'q���StER�'��o�PROVED BY:
<br /> ,� P.O. BOX 538 9 �
<br /> F/ERETf, WA 98206 Ph: 425 741-38D0 � $�4/06 PERMIT APPROVA�/CONSTRUCTION
<br /> (425) 259-3164 IXPIRES 03/03�09 /��
<br /> � JOB No. 21-04-015 N0. DATE BY RF/ISION N0. DATE sv RensbN . SHEEf N0. 4Z OF
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