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<br /> CONSTRUCTION NOTE3: SEC.. ! C�, 1 T.�9 N., R. 5L` ., W.�.
<br /> Qi cEM�T coNCRerE cuRa nNo curr�. MATCHLfNE STA 3t+50 - SEE SHEET C5.8 MATCHLfNE STA 21+50 - SEE SHEET C5.9
<br /> O2 BUS SHELTER CONCRETE PAD PER CITY OF EVEREff STANDARD . 6a d
<br /> PIAN 906. .
<br /> O3 �CEMENT CONCREfE DRIVEWAY TYPE 3 PER Cl1Y OF EVERE7T STANDARD 1 `'4 � o �•
<br /> PIAN 309. PROVIDE �4 REBAR 12" OC. EACH WAY. . � a ' a
<br /> O4 iYPE A CURB RAMP PER CI7Y OF EYEREfT $TAh1DARD PLAN 310A. (5.0• • o ' � pa SCN.E IN FEET
<br /> RAMP WIDTH)
<br /> a.:. a
<br /> 20 o zo ao
<br /> �5 iYPE B CURB RAMP PER CITY OF EVEREff STANDARD PLAN 370B. (5.0• $ a CALL 48 HOUR$
<br /> RAMP WIDTH) p ,,v.
<br /> � ROUNDABOUi TRUCK APRON OUTER CEMENT CONCREfE CURB AND GUTTER.. 3RD STA 30+61, t9� �r � . . BEFORE YOl1 DlQ
<br /> v
<br /> U7 MOUNTABLE CEMENT CONCRETE 7RAFFlC CURB. '
<br /> 1-800-424-555$
<br /> 4 0
<br /> �o' 2ND STA 20+60, 20' LT
<br /> SO SURVEY MONUMENT`PER CITY OF EVEREfT SFANDARD PLANS 312 AND 3t3. 3RD STA 30+53, 11' LT • a . ,
<br /> 3RD STA 30+61, 19' RT ��� 2ND STA 20+60, 2Q� RT
<br /> O9 NOT USED 3R0 STA 30+34 2ND STA 20+52, 12' LT '
<br /> 10 CEMENT CONCRETE CURB, lYPE E-1. 3RD STA 30+22 3RD STA 30+53, 11' RT . > o
<br /> �a 2ND�STA 20+52, 12' RT �.,
<br /> it ROUNDABOUT TRUCK APRON INNER CEMENT CQNCREfE CURB. 14TH STA 109+39.50, 12' LT 2ND STA 20+34 �
<br /> •' ' TYP 14TH SfA 109+90.50= ° . . 14TH STA i t 1_+8�6,__-_� t,>
<br /> 1Q SPILL GUTTER PER DETNL 5, SHEET C2.5. .. -'• .•. ' S 3RD STA 30+00 8 ' 2ND STA 20+00 L./
<br /> 8 14TH STA 109+3t.50, 20' LT � > 75• :•• : '7fi'. �
<br /> C5.10 d '67 �' ' GURVE J �•'•'•' ' w
<br /> 20.0' 24.0' ° CURVE K ' 24.0' N
<br /> 14TH STA 708+10, LT & RT � '�p �
<br /> 14TH STA 106+90 14TH STA �08+00 ��� CURVE H � • CURVE I � �2,0' �tQ TMP o'.• ' . 14TH STA 11'2+22
<br /> SAWCUT, END TRANSI77QN EOP AT 17A LT END CEMENT C6NCREfE ,
<br /> MATCH EXIS'fiN� PAVEMENT � SIDEWALK ° -. .._. ' ,.,. . .
<br /> 'sa '7_..._, � � .�a:a W
<br /> ' ¢ ' ' . . ` .. a . � Q a - ' .. . - _ ' '.'s-.:�':.>"::r�a '° ' . '` '+"'.^. . � , to �
<br /> :;,`s.7tY"' .
<br /> 3 . a - • ' °.' _x; a z` Q ' s q . - o� ;:..;i�`-`�%'�` 1 .- 'y �
<br /> q . -•;,1."a . .o . .V . . .o. �l-t";�": .,'.cF,I'.� ' `G- a.
<br /> . •�-'� p . .�..�;5_+^.:_ ;�^., 4 ' .
<br /> . .c .�f..;.;:;:r.:: �;:' _ $.
<br /> p.��. - �v a• -- _ �a.
<br /> � �T'+. .�
<br /> � ..}'n'•:y:`,[�':X^i!H�#''e�.:+".i.=�.. . �
<br /> . i ',��� :,?:t..r a^.�/�F;'.t:.� w.:��' �
<br /> ..'<'`.: .'' ".:�:Y":•,.a•a�...�. '. .. n.s .
<br /> ?'�p.•`,��;d:.:.:.f.".:i!i` ?�'';`.f`7�,'•`�::::�r=; lii I .-
<br /> i . � r.Fi��-✓-.� � Y ...._...
<br /> < �'{'+s iy'� -�`.t a 'iu.m(�':�'":�,ir. Q
<br /> ;-:«�;?�;;�:.� :. .;m..; y_
<br /> �`�'<_`•'�'•' ':-:� �:�"' :t.1:; tA
<br /> -.`.7.3'* ';���!..ii i.
<br /> ' ' ".y„ `�' ::,'.e � .
<br /> YI� . . . �� . . . . . a: .. :." 'z'� . ' ..`" _ ��' �
<br /> �� • - - . . .�s . .
<br /> a n 14Tk STA 108+00 ° ��S • ..e. . ..q. . . .< e , .a . : '•. a. . . 'a' , �P . . ,a ' . �
<br /> . . . . . . . .: • � ' - � .... �.. .;. .
<br /> a`
<br /> EOP AT 17.0' RT e • `;
<br /> ' �o n�. <.. :.� :. .• .a <' . � �. � � �
<br /> CURVE H MATCHUNE SEE PARKING LOT PAVING PLAN SH,EET C13.2 � � MATCHLINE SEE PARKlNG LOT PAVING PLAN SHEET C13.3 �
<br /> POINT STATION OFFSET GL ELEV CURVE DATA 8 14TH STA 110+56, 20.0' RT 74TFi STA 711+50
<br /> AP 14TH 109+31.50 20.00' LF 21.85 DELTA: 90' 00' 00" 14TH STA 112+78
<br /> AP 14TH 109+39.50 12.00' LT 22.09 TANGEN7: 30.00' �`•�� t4TH STA 108+23 ------------.-
<br /> 14TH STA M110+94
<br /> PC 14TH 109+49.50 12.OA' LT 22.19 RADIUS: 30.00� t4TH STA 110+64, 12.0' RT N 14TH STA 170+835 14TH STA. 112+88.42.
<br /> t/4 t4TH 109+6a.98 54.28' L7 2226 LEN6TH: 47.12'
<br /> �/2 �an� �os+�oa� zoas' u z2.so CURVE K LEGEND-
<br /> 3/4 3RD 30+30.52 13.26' LF 22.18 POINT SfADON OFFSET GL ELEV TOC ELEV CURVE �ATA
<br /> PT 3RD 30t4200 11.00' LT 22.t0 AP 2ND 20+60.00 20.00' RT 21.06 NO CURB DELTA 90' 00' 00"
<br /> AP 2ND 20+52.00 12A0� RT 20.80 21.30 TANGENT: 30.00' HMA (HOT MIXEp ASPHALT)
<br /> CURVE J eoi o QENERAL NQTES:
<br /> POINT $TA770N OFFSEf GL ELEY TOC ElEV CURVE DATA �p 2ND 20+45.00 12.00' RT 20.71 21.27 RADIUS: 30.OQ' 1. SEE SHEEf Gt.4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> BOT 0 �4TH 111+39.00 12A0' LT 20J4 21.24 DELTA: 90' 00' 00" PC 2ND 20+42.00 12.00' R7 20.80 21.17 LENGTH: 47.72' C� CEMENT GONCRETE SIDEWALK
<br /> �Mp ^ 2. FOR.ROADWAY SECTIONS SEE SHEETS C2.1 TO C2.5
<br /> PC 147H 111+44.00 12.00' LT 20.95 21.24 TAN6ENT: 30.00' T��P 2ND 20+34.00 13.09' RT 2t.03 2t.07 ��
<br /> TOP 0 CANDSCAPE STRIP, SEE LANDSCAPE PLANS �
<br /> �MP 14TH 111t50.00 12.61' LT 21.19 21.23 RADWS: 30.00' 1/4 2ND 20+30.52 14.28' RT 21.05 21.09
<br /> t/4 14TH 111+55.48 t4.28' LT 21.22 2t.26 ��: 47,�2' t/2 74TH 112+06.79 20.79' LT 21.17 2t.21 _.
<br /> t/2 14TH 111t65.21 20J8' LT 21.77 21.21 ' 3f4 74TH 112t16.52 14.28' LT 21.22 21.26 s,:y '•_;- CEMENT CONCRETE PAVEMENT. SEE DETAILS o �
<br /> TOP 0 � 1 & 2 ON SHEEf C2.5 a, �� .
<br /> 3/4 2ND 2�+3Q.52 14.28' U 21.05 21.09 �MP 14TH 112+22.00 f2.61' LT 21J9 21.23 � _ �oq
<br /> TOP 0 2ND 20+34.00 13.09' LT 21.03 21.07 PT 14TH 112+28.00 12.00' LT 20.95 21.24 0 0 o GR4VEL 4
<br /> RAMP
<br /> PT 2ND 20+42.00 12A0' LT 20.80 21.77 B��P 14TH 112+33AQ 12.00' LT 20.74 21.24 1 ~
<br /> BOT 0 2ND 20+45.00 12.00' LT 20.77 21.21 � 4'x6' TREE PIT OR PLANTING STRIP WITH
<br /> ; RqMp TREE PER tANDSCAPE PLANS
<br /> ' .a� 2No 2o+s2.00 �2.00' �T 2o.eo 2�.30 14TH ST AT 2ND AVE ELEVATION TABLE �
<br /> ' POINT STRTION OFFSE7 GL ELEV 70C ELEY � WALL, SEE STRUCTURAL SHEETS S0.7 TO 53.1 '
<br /> � AP 2ND 20+60.00 20.00' L7 21:06 NO CURB
<br /> � BOT 0 14TH 171+39.00 12.00' R7 20.74 2124 m� TRENCH DRAIN. SEE STORM DR4INAGE PLANS � . ---'- -- - �
<br /> a CURVE I w,�P j i�i "� � PR(}VED � .E MAP
<br /> � PO1Nf STAl10N OF'FSET GL ELEV CURVE DATA TOP 0 14TH 11f+50.00 t2.00' RT 2120 2924 � ` 0 SCALE
<br /> CT 4. �
<br /> • PC 3RD 30+42.Q0 a1.00' RT 2250 DELTA: 90' 00' 00" �P � BOLI.ARD LOCATION, BOLLARD DETPJLS BLICSEHVICES DATE p{�BUC WORKSF
<br /> � 1/4 3RD 30+30.52 t3.28' RF 22.18 TANGENT: 30.00� HP 14TN 111+86.00 12.00' RF 21.56 2S.6Q
<br /> PER LANDSCAPE PLANS
<br /> � TOP 0 � TREE PIT ID, SEE TREE PIT LOCATION TABLE °T � DRAINA6E
<br /> o t/2 14TH f 16+10.29 20.79' LT 22.30 RADIUS: 30.06' t4TH 112t22.00 12.60' RT 21.20 Z�I.Z4 p�IBLtC YlOPK6 PEFMrt I5 flEaVIREO Vp10R
<br /> $ 3�4 14TH 110i-20.02 14.28' L7 22.24 LENGTH: 47.f 2' �O ON SHEET CS.��. TO STPPTWG PNY CONSTPUCTiON ON TH13 � ��„{
<br /> GiT MIEfR PROJECT.MP(ipVAL FOR SHIS PNWECT IS NOTE:
<br /> � P7 14TH 176+31.50 12.00' LT 22.09 �MP t4TH 112+33.00 12.00' RT ZO.74 Z�.Z�} CONDI�1ONAl PER CUflFE sru+oaaos IF "L" DOES NOT MEluURE t" ,
<br /> M!D E%PM ESS PEPMIT Ap�UST SCALES ACCORDINGLY. �
<br /> � . . . . .. . , ',
<br /> FOR CCN C N Y.AS BF.cN IS�UF�.
<br /> i
<br /> raaEcr ac�NErx: scaF: . �
<br /> PORT OF EVERETT C5.6
<br /> �wc. No.
<br /> a ��O • � � � eg��A A H. KUYPER as NorE� �ORTH MARINA REDEVELOPt�ENT
<br /> � DESIGNED BY: pq7E:
<br /> � �� R. AWAD AUGUST 4, 200n aP No.
<br /> � I28 t34th Street sw�Suite 2� ,�. e� o�,WH BY: �HE�KEo�: INFRASTRUGTURE PNASE 1 � 3-0=oo3-os I
<br /> ,; r_o.aox sas Evereit Washington 98204 ` ��}` D. OLSEN M. CREEDEN P�,,��
<br /> .�.��� RQADWAY PAVING PLAN No. PD-NM-2005-06
<br /> � �v�a�-r.wn sazos Ph:425 741-380Q � 8/4/06 PERMfT APPROVAE/CONSTRUCTIQM A �aao��n e�: �
<br /> Q (425)259-3164 �wutes rn o2 0'! i
<br /> ,106 No. 2t-oa-o�5 �. �� � REMSION N0. MTE er rtenstoH SHEET N0. 4'� OF �S3
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