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cu� o SEC. 9 8 T.29 N. R. 5.�`. W.M. LEGEND:
<br /> POINf STATION OFFSEf EOP ELEV CURVE DATA > > > ,
<br /> PC 2ND 22+D4.22 120Q' LT 20.94 DELTA 2S t2' 32` ,
<br /> t/4 2ND 22+08.&3 12.25' LT 20.99 TANGENT: 9.39` HMA (HOT MIXED ASPHALT)
<br /> 1 2 2ND 22t13.39 13.01� LT 21.05 RADfUS: 42.00'
<br /> 3/4 2ND 22+17.83 i4.27' LT 27.11 l.ENGM: 18.48` <,
<br /> PRC 2ND 22+22.tt 16.00' LT 21.18 _ .� CEMENT CONCRETE SIDEWALK ,
<br /> CURVE P � ` .
<br /> POINT STATION OFFSET EOP ELEV CURVE DATA IANDSCAPE STRIP, SEE tANDSCAPE PLANS
<br /> PRC 2ND 22+22.71 i6AU' LT 21.18 DELTA 50' 25' 03" �'9�'� ;
<br /> 1�2 2ND 22t40.00 2000� 7 21.31 TRADIUS 42:00� yl/��` ',.>'";''�',�`.,r,i tE&�2 ON SHEET C2.SEMENT. SEE:DETAIlS �
<br /> 2ND STA 23+85.19 35.56' !T •
<br /> 3/4 2ND 22+49.t7 18.99' LT 21.28 LENGTN: 36.96` B�W AP sT9 0 0 0
<br /> PRC 2ND 22+57.89 16.00' LT 21.18 - ' �A o o GRAVEL
<br /> x _
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<br /> POIM STATION OFFSETR� �EOP ELEV CIJRVE DATA . o'v�4 -. O� � 4'x6' TREE PIT OR PLANTING STRIP WtTH
<br /> TREE PER UWDSCAPE Pl.ANS
<br /> PRC 2ND 22+57.89 16.00' LT 21J8 pELTA: 2S 12' 3Y ' ° �F�
<br /> t/4 2ND 22+62.17 14.27' LT 27.11 TANGENF: 9.39� 2ND STA 23+62.29 23.49' LT v;9' y S,S, �� WALL, SEE STRUCTURAL SHEEfS 50.1 TO 53.1
<br /> t/2 2ND 22+66.61 t3.01' LT 21.05 RADIUS: 42.00� BOW AP . a . F�,T •
<br /> 3/4 2ND 22+77.17 12.25' LT 20.99 LENGTH: i$.48' ; � C's �7 TRENCH DRP,IN, SEE STORM DRAINAG`E PLANS ;
<br /> PT 2ND 22+75J8 12.00' LT 20.94 - ' � '2
<br /> 2ND STA 23+60.16 35.16' LT � �v ' � `•.'c' � BOLIARD LOCATIpN, BOLIARD DECAlLS
<br /> CURVE R BOW AP '. . . PER LANDSCAPE PLANS ` •
<br /> POIM STATION OPFSET EOP ELEV CURVE DATA •;: : Q TREE PIT ID, SEE FREE PIT LOCA710N TABLE
<br /> PC 2ND 22+04.22 }2.00' RT 20.94 DELTA 25 f2' 32' .�� > : � �. ° ON SHEET CS.11. �
<br /> a. `
<br /> f 4 2ND 22+08.83 t2.25' RT 20.99 TANGENT: 9.39' 2ND STA 23+40, 12.0' LT '.. :�� ED6E OF PAVEMENT
<br /> t/2 2ND 22+13.39 t3.01' RT 2}.OS RADIUS: 42�6' l °. . �`' -
<br /> 3 4 2Np 22+17.83 1427' f7f 21JS LENGfH: 18.48' 2ND STA 2 3+3 2, 2 0.0' LT " 2N D STA 2 3+4 0, 1 2_0' R T CONSTRUCTION NOTE8:
<br /> PT 2ND 22+22.tt 16.00' RT 21.16 ° a..• '
<br /> • . �1 CEMENT CONCRETE CURB ANR GUITER. ; ,
<br /> 2ND STA 23+32, 20.0' RT
<br /> CURVE S O BUS SHELTER CONCRETE PAD PER CRY OF EVEREfT STANDARD .
<br /> POINT STATION OFFSEf EOP ELEV CURVE QATA °� " PLAN 906.
<br /> PC 2ND 22+22.11 16.00' RT 21.18 DELTA: 50' 25' 03" ' � •� O3 CEMENT CONCRE[E DRIVEWAY IYPE 3 PER CI7Y OF EVEREIT STANDARD
<br /> 1 4 2ND 22+30.83 18.99' RT 21.28 TANGENT: 19.77' 2ND STA 22+75 PLAN 309. PROVIDE #4 REBAR 12" OC, EACH WAY.
<br /> 1/2 2ND 22+40.00 20.00' RT 21.31 RADIUS: 42.00' � ` • .
<br /> 3 4 2ND 22+49.17 18.99' RT 21.28 LENGTH: 36.96' >°.� do a � NPE A CURB RAMP PER CIN OF EVERE7T STANDARD PLAN 370A. (5.0'
<br /> � 5�' RAMP WIDTH)
<br /> PT 2ND 22+57.89 16.00' RT 21J8 : '.�
<br /> CURVE T � OS TYPE B CURB RAMP PER CITf OF EVEREff STAtJDARD PIAN 3108. (5.0'
<br /> RAMP WIDTH)
<br /> POINT STATION OFFSEf EOP ELEV CUftVE DATA 2ND STA 22+88, 20.0' LT � � •� n' 2ND 5iA 22+88, 20.0' RT
<br /> pRC 2ND 22+57.89 16.00' RT 21J8 DELTA 25 12' 32' '°` �' _ O6 ROUNDABOUT TRUCK APRON OUTER CEMENT GONCRE7E CURB AND GUTTER.
<br /> 1/4 2F}D 22+62.17 74.27' RT 21.11 7ANGENT: 9.39� 2ND STA 22+80. 12.0' LT �` - •=:' ���•<"•'�s .' 2ND STA 22+80, 12.0' RT O7 MOUNTABLE CEMENT CONCRECE TRAFFlC CURH.
<br /> 1/2 2ND 22+66.61 13.01' RT 21.05 RADIUS: 42.00' ° ' �"'z'::`�;`'r'�'�. �� � '
<br /> � .-..;;;.�,Y :� Q a
<br /> 3/4 2ND 22+71.17 12.25' RT 20.99 LENGTH: 18.48' ' � � CURVE T O8 SURVEY MONUMEPif RER CfiY OP EVERETT STANDARD PLANS 312 At�D 313;
<br /> PT 2ND 22+75.78 12.00' RT 20.94 >.v: - + �
<br /> " 1 � '' � 2ND STA 22+63 � NOT USED �
<br /> CURVE Q •� i
<br /> 10 CEMENT CONCREtE CURB, NPE E-1. . �
<br /> CURVE P CURVE S �� ROUNDABOUT. TRUCK APRON INNER CEMENT CONCREfE CURB.
<br /> .. _ � .
<br /> 2ND STA 22i-17 � � CURVE R 1Q SPILL GUTIER PER DEfA1L 5, SHEET C2.5.
<br /> CURVE 0 :
<br /> ` � � � c5.t� (iENERAL NOTE3: ;
<br /> ..p , rrP 2 •
<br /> 2ND STA.22+00. 12.0' LT . - . ..�.,. �Q .
<br /> _ ""�•>':'�:�.'-y"`�.'� t. SEE SHEET Gi'.4 FOR DATUM AND ALIGNMENT I�lFQRMATfON. ' ' '
<br /> 2ND STA 27+92, 20.0' LT ' Q°�=Q`'."�%"'�'`:��`;'''�'� • _• ' 2ND STA 22+00, 72.0' RT 2, FOR ROADWAY SECiIONS SEE SHEEfS C2.7 TO C2.5
<br /> '>' � v 2ND'STA 21+82 20.D' RT � ro
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<br /> EDGE GF PAVEMENT q �
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<br /> . ' � ' °. 2ND STA 22+05 � -..
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<br /> ' � 'd PU IC SERVICES DATE . .
<br /> �j . � . ' PUBLtC WORKS . _
<br /> � . DEPARTF�tENT �
<br /> ' MfATGHL#NE STA 21+50 - SEE SHEET C5. A��a`�SPEA�MT45flEpUNiEDVHqq � KEY MAP
<br /> . � � � CIT ENOMEER TD STAqTrt!(`.q�{y�pNSTpUCZpN py T1R5 NOT TO SCALE � �
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<br /> � F N TION MP.R PEEN ISSI"^S
<br /> � : BEFOR� YOU DIQ �---s ��� NOTE: �t-- �----+
<br /> � f'800-424-66fiS 20 o zo aa ' ADJUST�SEC LES�A CORDIN�LYx
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<br /> - PR�,E��„�"�: s��: P O R T O F E V ERETT pwc. No.
<br /> � ' • � ��a'A H. KUYPER AS NOTED C5.�
<br /> � PO�O °�'G"m�`: °"�: NORTH �iARINA REDEVELQPMENT
<br /> •° 7Z� �34th Streef SW $uite 2DQ � 6 R. AWAD AUGUST 4, 2oos INFRASTRUCTURE PHASE 1 c�P "o. a-aroo3-os
<br /> ��. . . ��6y�� DRAWN 8Y: CHECKED BY: .
<br /> M P.Q. BOX 538 Evere�.Waslungfon 98204 . � � �a o.} .:D. OLSEN M. CREEDEN , A pRodEcr
<br /> � ��,W^982a6 Ph;425 74t-38(10 0 8I4I06 PERMR APPROVAL/CONSTRUCTIQN s�0���� �PR�p�: RQAf31t1�A�( PAVING PLHN No. PD-NM-2005-06
<br /> � (425j 259-3164 .,�pB No. 21-04-075 �. . �'� � �' RensroN tro.� un'tE .er- . nensiory �� �� 02 � . ' SHEET N0. 4,4 OF /g,�i
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