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<br /> SE�`. ' 8, T.2 9 N., R.5E., W.M. LECaEMD: : '
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<br /> MATCHUNE STA 35+40 - S�E SHEET C5.1
<br /> HMA (HOT MIXED ASPHALT) `
<br /> 3RD STA 35+40.00 19.0' LT d 3RD STA 35+40.00 19.0' RT CURVE � .
<br /> . ° POINT STAIlON OFFSEC GL ELEV CURVE DATA _ ,�� CEMEN7 CONCREfE SIDEWALK '
<br /> 4�' PC 3RD 31+93.00 t 1.00' I3. 29.93 DELTA 9ff 00' 00" .
<br /> : � . 1/4 3RD 32+02.57 t2.90' LT 30.23 TANGENT_ 25.00' ��
<br /> � t/2 3RD 32+70.68 18.32' LT 30.47 RADIUS: 25.00' LANDSCAPE STRIP, SEE IANDSCAPE PLANS
<br /> ea� '0 3/4 3RD 32+66.43 23.90' LT 30.75 LENGTI-!: 39.27'
<br /> ° .a Pi 3RD 32+76.00 22.00' LT 30.93 ;_ J,.?i•%� CEMENT CQNCREfE PAYEMENT. SEE DEfA1LS
<br /> ,�: �� t & 2 ON SHEEC C2.5 .
<br /> � ' � CURVE V o o a "
<br /> POINT STATION OFFSEf 6L ELEV CURVE DATA o�o O GR4VEL
<br /> PC 3RD 31+88.9� i1.D0' RT 29.81 DELTA 58' 19' 54' . •
<br /> �' ; 1/4 3RD 31+96.49 11.97' RT 30.00 TANGENT: 16.74' 4k6' TREE PIT OR PLANTING STRIP`WITH
<br /> 1/2 3RD 32+03.55 14.80' RT 30.09 RADIUS: 30.00' � TREE PER �P,NpSCAPE PI.ANS
<br /> .�' a
<br /> PARKIN6 STRUCTt1RE BELOW 3/4 3RD 32+09.68 19.33'•RT 30.i4 LENGTH: 30.54�
<br /> 3RD AVE BEiWEEN STA 32+00 PRC(HP) 3RD 32i-14.47 25.25' RT 30.2t �m WA�L, SEE STRUCTURAI SHEEiS.S0.�1 TO S3J
<br /> AND STA 35+70, SEE BUILDING
<br /> DR4WINGS, BY OTHERS ` CURVE W � TRENGH DRAIN, SEE STORM DR4INAGE PtANS ,
<br /> a.('
<br /> �° POIKf SiATION OFFSEi GL ELEV CURVE DATA � gOLLARD LOCAi70N. BOLLARD DETNtS
<br /> PRC 3RD 32t14.47 25.25' RT 30.21 DELTA 778' 15' 29" PER l,ANDSCAPE PLANS + �
<br /> :<�` 1/4(LP) 29.9B TANGENF: 1973.5t' � TREE PIT Ip,`.SEE TREE PIT LOCATION TABLE
<br /> 1/2 30.14 RADIUS: 30.00' Q ON SHEEF C5.17.
<br /> 3�4 . 30.31 LENGTN: 93.34' .
<br /> ( PRC 3RD 32+45.47 26.00' RT 30.55
<br /> CONSTRUCTION NOTES: !
<br /> . � CURVE X �t CEMENT CONCRETE CURB AN¢ GUTTER.
<br /> °� 3RD STA 33+86.00, 19_0' RT POINT SiRT�ON OFFSEf GL ELEV CURVE DATA ` : �
<br /> 3RD STA 33+86.00, 19.0'1T a �. ' PRC 3RD 32+45.47 26.00' RT 30.55 DELTA: 29' S5' 35" O �N 9 6�R CONCRETE PAp PER CRY OF'E�VEREff STANDAFfD i
<br /> 3RD STA 33+78.00, t 1.0' RT 1/2 3RD 32+52.69 23AY RT 30.68 TANGENL• 8.02'
<br /> '�d' PT 3RD 32t60.43 22.00' RF 30.78 RADIUS: 30.00' �3 CEMENT CONCREfE DRIVEWAY lYPE 3 PER CfTY OF EVEREFf STANDARD .
<br /> 3RD STA 33+78.00, 11.0� LT . LENGTH: 15.67' PLAN 309. PROVIDE �4 REBAR 12" OC, EACH W/iY.
<br /> g. 3RQ SiA 33+53 ,
<br /> �4 7YPE A CURB RAMP pER CCfY OF EVEREff STANDARD PLAN 310A. (5.0'
<br /> CURYE Z � :. ��• 3RD STA 33+41 RAMP WIDTH)
<br /> CURVE Y "
<br /> 3RD STA 33+40.50, 57.0' LT ��p � ��� POIM STATION OFFSEf GL ELEV CURVE DATA �5 7YPE B CURB RAMP PER CIT( OF EVERETT SjANDARD PLAN 340B. (5.0�
<br /> '.•. CURVE X RAMP WIDTH)
<br /> PC 3RD 32+74.50 22.00' R7 30.92 DELTA: 90' 00' 0p"
<br /> 3RD STA 33+32.50, 49.0' LT •�• :•:o: . PI 3R0 STA 33+50.50 8 ��4 3RD 32+84.07 23.90' RT 30.97 TANGENT: 25.00' Q ROUNDABOUT TRUCK APRON OUTER CEMENT CONCREfE CURB AMD 6CJi7ER.
<br /> :'I. • CURVE Y P� 3RD STA 32+40 • -
<br /> � t/2 3RD 33+39.82 1'8.32' RT 30.80 RADIUS: 25.00' �7 MOUNTABLE CEMEM CONCREI`E TRAFF)C CUR6.
<br /> ' ' ` �d • �:�•""'»�":''''�''$ ' 8 3/4 3RD 33+47.93 12.9D' RT 30.63 LENGTH: 39.27'
<br /> •�a e:o a . f'� . �'��'"'`�"f.f f . � .. ,s . OS SURVEY MONUMENT PER CITY OF EVERETC 5Tr1NDARD Pt.ANS 312 AND 313.
<br /> �•�-+--O-��-,. ` - ,..��.... . . � o a . � °�' PT 3RD 33+57.50 11.00' RT 30.39
<br /> av� � � ' CURVE Z Os NOT USED . �
<br /> r �v• : 10 POINT SfADON OFFSET GL ELEV CURVE DATA 10 CEMENT CONCRETE CURB, NPE E-1. �
<br /> N °. PC 3Rp 33+32.5b 36.00' LT 30.92 DELTA: 90' 00' 00" '
<br /> t . 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREfE CURB.
<br /> _ ;=�f:icx;,.,,,.,"`•.x . ... , .�.l..T.....,.:�:.•r,:,.:: . � GURVE W t/4 3RD 33t34.40 26.43' LT 3D.97 TAN6ENT: 25.00'
<br /> 0 0 0 0 0� o �o � ��^' ;1`.•'f.,.;g:,,:" ,;., ,�,..{�_.:.,
<br /> O.. O O� O O O O O F`.:,':•.."'"-� e .. v '' '"'.�n .':;.>„�r;;'. -. . .
<br /> y�,.r,,.��,r„•"y_ .-�_�•�^+:c--�s-' � ••� • _a y t/2 3RD 33+39.82 18.32' LT 30.80 RADIUSi 25.06' � SPILL GUTTER PER DETNL 5, SHEET CZ.5.
<br /> 0 0 0 0 0 0 0 0 o t;r�N�. ��' ::,�;rr-r-��,;_r�^��4�` �.••-�•.' •° 3 4 3RD 33+47.93 12.90' LT -
<br /> ���� �X��� :"-i;�., "'���..'.:.: ..`,.:��' ..,... „ �."• / 30.63 LENGTH: 39.27'
<br /> ��✓ .yt� ..f�� �''F'�'� PT 3RD 33+57.50 11.00' LT 30.38 �ENfRAL NOTES'
<br /> 0 0 0 0 0 0 0• � _�e';7.y-�,;yr: -
<br /> N O O O O O O O 6•-:i.,-�=:?.j a;:.�,.;: ,,,s'r•_;.n__ ."'�.:+�.. . .
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<br /> � " 1. SEE SHEEf Gt.4 FOR DATt1M AND AIIGNMENT INFORMATION.
<br /> J
<br /> .q..
<br /> 2. FOR ROADWAY SECTIONS.SEE SHEEfS C2.1 TO C2.5
<br /> 3RD STA 32+40, 9.5' RT, CENTER,
<br /> a.. , �•�'� -rtit,.'� ;':,,�;:; RAIUS TO FOC = 14'
<br /> ��..�. .-r+�� �'��� . e .:o+--�.s- a : .,�'".�'*`�'�~ �?`�`"�Y' � 3RD STA 32+73 p � ,
<br /> ...� • .: ' ' �-• .,..:•�::: CURVE V
<br /> 70 709 � _ CURVE 1U __ . . ..._ _ �•' _�� __ _ _ _. .___ ___ >c; - ? __ ; _ _ - -
<br /> ' 08 3RD STA 32+01 Q�q� �_
<br />_ _.___LL_.W� ._..._,.�. , �
<br /> 3RD STA 32+10.00, 71.5' LT ' '• • __�.: o;' 3RD STA 31+79.0�, 11.0' RT }�QVEp
<br /> RARKING STRUCTURE BELOW 107 �,• �y �j A�� - •
<br /> 3RD AVE BE7WEEN STA 32+00 3RD STA 32+03.50. 22.0' LT � OC7 0 4'? �
<br /> 9 AND STA 35+70, SEE BUILDING 3RD STA 3i+7t.Q0. 19.0� RT �IC gEPY10E3 DATE
<br /> DRAWIN6S, BY OTHERS 3RD STA 31+79.00, t 1.0� LT PUBUC WORKS �
<br /> i
<br /> � �O5 . �Qg � DEPAFTMENT . � . ��
<br /> Uil ES ORAINApE
<br /> R PUBUC WOflNS PEflMR K�flEOUIflED PflIOfl
<br /> � 3RD STA 31+71.00, 19.0' LT ' ��' - •
<br /> � N � Tb STAP71N0 ANY CONSIAUCTION OM TH5' � '
<br /> ; . .. + CI fiNOiNEEfl pRQ1ECT.APpNOVAL fOH TNIS PRQIECT I5� KEY MAP �
<br /> �� . . • .. . . � t1 � CONOfl.p'IOnNAI VEfl�CUPPENT STFNDAtiDS, - '
<br /> � , -. •� . . . ` PN�E�r��S.�UNLE59>EPMRi - . ,
<br /> CALL 48 HOUR8 MATCHUNE 5TA 3t+50 - SEE StiEET C5.6 t FOP OONBTFlUCT�ON MAS BEEN ISSUF.^, � NOT TO SC/3LE
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<br /> PO�� � ' `' � �ag�u� H. KUYPER AS NQTED DwG. No.
<br /> NORTH MARINA REQEVELOPMENT C5.8
<br /> !� t7ESIGNED BY: DATE
<br /> n � R. AWAD AUGUST 4, 2oos INFRASTRUCTURE PHASE 1 ��P N0. s-o�=ooa-oa
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<br /> o Qo 8/4/06 PERMIT APPROVAL/CONSTRUC110M ° •1� ,,,�o,�eY: R4,ADWAY PAVlNG PLAN No. PD-NM-2Q05-06
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<br /> (azsj 259-ata4 .ae No. 2t-at-ots � � ao. wh �er rtensiori ta. w�.., �ar r�vwa+ � �Res o� 02� _ � � st�EEr�No. 4.3 oF/83
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