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2ND STA 27+56. CL S�C. / U
<br /> o� �, 8 " , �'.2 9 N., R. 5E., T�M.
<br /> X��',�� \� EDGE OF CONCREfE PAVEMENT CURVE C CURVE E � <
<br /> $ 2ND STA 27+56 36' LT � �� END OF INFRASTRUCTURE PHASE 1 PROJECT p POINT STATION O�SEC GL ELEV TOC ELEV CURVE DATA POINT STA710N OFFSEf GL ELEN TOC ELEV CURVE'DATA
<br /> ) SEE CRAFfSMAN DISTRICF PROJECT, BY PND � BOT 0 PC 2ND 24+89.77 7200' RT 20.32 20.53 DELTA: 8B' 19' 47"
<br /> 12TN 84-f-61.00 12.00' RT 2Q.88 21.38 DELTA 90' 08' 32'
<br /> \� 2ND STA 27�16 12' RT p' � / y �MP f/4 2ND 24+78.91 i4.49' RT 20.76 21:80 TANGENf: 29.14'
<br /> } s / 4 J PC 12TH 84+64.81 t2.00' RT 2f.04 2t.32 TAN6ENF: 30.07' ��2 t3T}{ g5f2�.g5 20.48' LT 2t.05 2}.09 RAFNUS: 30.00'
<br /> � � \ ��� ii� 2ND STA 27+16. 31.5 RT q TO�P 42iFf 84+72.00 12.87'RT 21.33 2t.37 RADIUS: 30.00' 3/4 t3TH 85+37.48 1420' LT 21.t7 2121 LENGiH: 46.25'
<br /> I ��O � .� d t/4 12TH 64+76.31 t429' Hf 21.32 21.36 LENGTH: 47.20' T�p,MP 13TH 85+41.00 f3.02' L7 21.20 2t:24 .
<br /> � ' ��� � � t/2 12TH 84+86.05 20.81' RT 21.25 21.29 PT 13Tli 85+48.76 12.00' LT 20.88 2126
<br /> � �: TOP 0
<br /> ' � 2ND 24+13.00 42.64' LT 21.25* NO CURB BOT OF
<br /> e. . � RAMP �P 13TH 85+5200 12.00' LT 20.76 21.26
<br /> s \� KEY MAP � 3/4 2ND 24+18.42 14.26' LT 21.25 21.29
<br /> ,� ''� pr 2ria 24+os_sz �2.00' �T i�.os 21.31 CURVE F � -
<br /> \� � NOT TO SCALE BOT 0 POIM SIATiON OFFSEf. GL ELEV TOC�LEV GURVE;DATA
<br /> �� �� � 2ND 24+02.00 12.0�' LT 20.88Y NO CURB
<br /> / � � '�P 0 PAVEMEN A ION, NO & G 2ND A EN T 80T OF 2ND 24+02.00 72.00' RT 20.88* NO CsURB DELTA: 89' 36'32"
<br /> • � ' ..", �� OF 12TH SIREET. PCP 2ND 24+07:26 }2.OQ' RT 2t.05 27i31 TANGINf: �'29.80'
<br /> `• •- `� �o CURVE D .
<br /> e POIPtT SiAT10N OFFSEf �G ELEV TOC ELEV CURVE DATA Tj�qMP �D 24+t3.00 t2.61' RF 21.25' NO CURB RADIUS: 30.b0'
<br /> BOT 0 �ZTH gq+61.00 12A0' LT 20,88 21.38 DELTA: 94' 41' 45" ��4 2FlD 24+18.6t 14.34' RT 27.25 21.29 �ENGTH:;� 46.92'
<br /> 19. ...... � . �� �'MP 1/2 13T+t 85+27.67 20J1' RT 21.25 21,29
<br /> �• � ' ? "" ' �, PC 127H 84+63.65 12.00' LT 20.91 21.26 TANGEPtL• 32.57'
<br /> 6, '.op� II� .�� TOP 0 3/4 13iH 85�F37.38 14.26' RT 21.44 21.48
<br /> Ii i � ��P 12TH 84t72.00 t3.17' LT 212Q - 21.24 RADNS: 30.00' TOP 0 �� g5+41.00 13.03' RT 21.50 2t:54
<br /> C2.3 , . , �
<br /> �� �D� .D' , .. - , 1�4 12TF} H4+75J0 t4.52' LT 21.16 21.20 LENGTH: 49.58' �MP .
<br /> 20-� ' . ` ..� _ > . pT t3TH 85+48.8t 12.00' RT 2T.25 21.61
<br /> 2ND STA 27t97.07. � ' so '� ' e. : ': � s. � 1/2 72TH 84+85.72 21.67' LT 27.02 21.06
<br /> 98.06 LT ' �'�5:0� �. s.D. . •� .. .e� ' \ 4 BOT 0 13TH 85+52.00 12.00' RT 21.16 21.66
<br /> � o � 3/4 2ND 24+81.47 14,71' LT 20.93 2Q.97 R,e,Mp �
<br /> BOW. MATCH IXISTING ' TYP, • ' � ,� � • • �
<br /> EDGE OF ESPLANADE '��'p.�n ' 9 e i j n ��: 2ND 5TA 25+55, 31.5' RT PT 2ND 24+94.52 13.00` LT 20.50 20.93 • EDGE OF PAVEMENT ELEVA770N, NO CURB & 6UTtER ON 2ND AVENUE SpUTH
<br /> i �'I�' OF 12TH STREET.
<br /> � C5.tt , ;�i , i', ; �- 2ND STA 25+54, 43.5' Rr �ON3TRUCTION NOTE3•
<br /> CURVE G •.•• � BOW 2ND STA 25+55. 13.0' RT • .
<br /> 2ND STA 6+95 98A7' LT SEE SHEEf ' Ot CEbtENT CONCREfE CURB AND GUTfER. O6 ROUNDABOUT TRUCK APRON OUiER CEMENT CONCRECE CURB AND �UTTER.
<br /> BOW. MATCH EXISTIN� C4.1 ' 2ND STA 25+45, 32.0' RT '
<br /> EBGE OF ESPLANADE i • �2 BUS SHELTER CONCREfE PAD PER Cf7Y OF EVERETf STANDARD �7 MOUNTABLE CEMENT CONCREfE TRAFFIC CURB. , �
<br /> 2ND STA 26+95 43.5' LT PLAN 906.
<br /> ° 2ND STA 25+48, 13.0' RT � SURVEY MONUMENT PER CITY OF EVERETf STANDARD PLANS 312.AND 313,
<br /> BOW ' ' � CEMEDIT CONCRETE DRIVEWAY TYPE 3 PER C(lY OF EVEREIT STANDARD
<br /> 2ND STA 26+62. 31.5' LT "�� � �p, pLAN 309. PROVIDE �4 REBAR 12' OC, EACN WAY. O9 NOT USED
<br /> ND STA 25+41, 20.p' RT
<br /> 2ND STA 26+62, 13.0' L.T �' � • " \ � � O TYPE A CURB R4MP PER CI7Y OF EVERETf STANDARQ' PIAN 310A. (5.0' 10 CEMENT CONCREfE CURB. TYPE E-1.
<br /> 6ENERAL NOTES: � . . M�\ �MP W��TM� :� 11 ROUNDABOUT TRUCK APRON INNER CEMENT CONCREfE GURB.
<br /> .. .-
<br /> 1. SEE SHEEC G1.4 FOR DATUM AND ALIGNMENT INFORMATION. 4 �•<• : : P.< . �� 2ND STA 24+85 OS NPE B CURB RAMP PER CIN OF EVERETT STANDARD PLAN 310B. (5.0' � SPILL GUTfER PER DETNI 5, $HEEf C2.5r--------�--•----. --- -
<br /> . . . --'----- RAMP WIDTH) Q � _._._......
<br /> 2ND STA 25+55, 31.5 �r . �i�=:r�� APPRQVE�
<br /> 2. FOR ROADWAY SECTIONS SEE SHEEfS C2.t TO C2.5 . ' • as. � _� 2ND S7A 24+98, 20.0 � RT 13TH STA 88�-45.50, 31.5' LT. �`7 D4 20ds �
<br /> 2ND STA 25+45.11, 43.28� LT p . , • ,� • SEHVICE Dh7E
<br /> ' ;�, . � n"• I
<br /> LEGEND. BOW �.� � '••• S PUBUC WORKS;i i
<br /> � �� .... 2ND STA 24+90: 12.0 ' RT 13TH STA 88+26. 12A� LT ._� DPAINR6E, S
<br /> . . R�� � .._.. � Q>.. DEPARTpSEN7" �i
<br /> 13THE STA 84+72 17.5�' •••••. � � A GUBUC WOPKS PEflMIT I5 flEOWflEO Pqpqt
<br /> HMA (HOT MIXED ASPHALT) CURVE D �::::: I . ' i . .. E �PTING pNY CONSTRUCTION ON TNE
<br /> 12TH STA 84+52, 12.0' LT ' e::::::' 12TN STA 85+06.81 BK = f S anaecr VHOVp♦i.F�fl TM13 VNOJECT IE
<br /> 2 , '�•••..,, ' I � CURVE 3. • j' cor+oir���P�qyCI�PT STMIDPP05':
<br /> � � 13TH STA 85+06.81 AHD = 8 -� 13TH STA 87+51. 12.0' lT / ;.d..,o s. � uroExvmes uruEssrEnur�
<br /> a;�. CEMENT CONCRETE SIDEWAtJ( 12TH STA 4+44, 20.0� LT � 2ND STA 24+48.99 � � D . OP CONSTPUCTION HAS 9EEN ISSIF :
<br /> . . ....... -.
<br /> - ' C5.10 •-..... � --
<br /> , �. .......
<br /> � .......
<br /> xS
<br /> Ty 'o ' 13TH STA H5t59. 12.0' LT ± � � 13TH STA 87t43, 20.0� LT ' ° : o . Q
<br /> � LANDSCAPE STRIP. SEE LANDSCAPE PLANS V � ° s. . ,... ..:,: � CURVE E __ 13TH STA 85+67,,20-0' Ll( � -_ ----- -- - >' >�� > �
<br /> .. . > � �.�. �r'r`1.. '�?a �D.� . . . . . "� e �f
<br /> _ W ° D, .. D ,:x.pr:WVi�: �s e',�r � . .�. : '� .. �D �e e . p -.� � e . a .. . . D'.�. ' ' F . .
<br /> ?-?=r'%- CEMENT CONCRETE PAVEMENT. SEE DETAILS W ' e " o' ..:i`:-`:S'` . . . � � •a '.P" -. .'r �_.• I I I J'
<br /> ;�`-:a�-r•'•- _ ..:.,.�`.:.;:` ,.. ,° �� Q' ., ti
<br /> '-'t"-�,.,��-'��`^' t & 2 ON SHEET C2.5 N �:r ��.f.'°�+:'.`i:'�:�'.: �n
<br /> � . ':t'' - �Ywg::i`.` - 'G. , (�J, .
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<br /> �O O GRAVEL N .i,:i';+�t•' r srz'^'`;`i?�dy''}�` ,'z" ' ': S`1'
<br /> 4ts-u_4-��u-1+ � � r ti::�' ;�t.4.: }i�:,f`fV`' '�'i` r,! • � • . .
<br /> � � ��� ,r..� .. ..: �":t�F.:F..��`.'v�{ . . ,� .
<br /> 4'x6' 1REE PIT OR PtAN17NG STRIP WITH ^''���'��' 'Y"�t::'j�,-`'1�
<br /> � ?:: _ ;:.d,it✓`�i:. . . ,
<br /> TREE PER LAIJDSCAPE PCANS o :;ry?y; ,a.. �.; .r..,.;?;n-;? ::,:;� '
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<br /> .�. �,_ �:.w�.)r:.�:. �.�::� , .. . . .
<br /> � � F�i, � t':. i�" . , a
<br /> � WAI-L. SEE STRUCTURAL SHEETS 50.1 TO 53.1 � c. ^ii'. ,::'%'.:� ;.'S�j`y •�, . �.�,�
<br /> - �:�.•" _ - � •
<br /> Q 2� '.�:t'<':*Z"o;t'i:, 's _ >¢.�� - .e' . _
<br /> T� �� ,•i.� �> .
<br /> . ���i'� D >� . . . . n' ..'� .
<br /> � TRENCH DRAIN SEE STORM DRAINAGE PLANS �/1 > n .
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<br /> q . W •�a. � c.'" •0.. n .P a ;':�.`��•`,�_e.:?}i<.;• ' , .. .p. ' ,o •p':a '° . . . .p : . ±''�Q�. . D' � . . ' >,' :D ,''.s• . • .n
<br /> ' p. . 's. s • _'b
<br /> -I � Z � 3 ! : ;�p ' a',- � o. . . . �
<br /> u, BOLIARD LOCATION. BOLLARD DETAILS J ' ' x�;%,:•,. .!;..:%:€' • . � - - . :. . -
<br /> `j PER LANDSCAPE PLANS = 1 CURVE C .. ui a�
<br /> h V . �e.' � 13TH STA 88+26. 12.0' RT
<br /> � Jp� 7REE PIF ID. SEE TREE PIT LOCATION TABtE F- n. 24.0'
<br /> 's' 13TN STA 85+67. 20.0'.RT t3TH SFA 86+77, 20' RT l3TH'STA 87+71
<br /> � O ON SHEEF C5.11. � I� . . CURVE F �
<br /> � 72TH STA,84+44, 20.0' Rr MATCHLINE STA 24+00 - 5EE SHEET C5.9 �� �A 85+59. �2.0' RT 13TH STA 86+85, t2' rt�' � .
<br /> � CALL 48 HOUR3 �2TH STA 84+52, 12.0' RT 13Ttf SiA 88+43.50, 29.5` RT .
<br /> � BEFOR� YOU DIa �3TFi STA 85+41 � ' �-
<br /> a 2ND STA 24+13 SCn�E�N fEE� HOTE F'-`'{
<br /> � 1-840-424-6656
<br /> IF `L" DOES NOT MEASURE 1"
<br /> ADJUST SCAIES ACCARDINGLY.
<br /> N 2O O 2O 40 . .
<br /> /
<br /> � Paaecr wcw�rs: scuE DWG. N0.
<br /> � � • • � �.�9 •A H. KUYPER AS NOTED
<br /> PORT OF EVERETT C�,�
<br /> o�crim av: �nnrE:
<br /> � PO�O � NORTf� MARINA �E�3EVE�OPMENT ,
<br /> R. AWAD AUGUST 4, 2006 cu� No.
<br /> 'o �2B t34th Street SW•Suite 200 ��,��,� o�,„N�: �H�K��: INFRASTRUCTURE FH,4SE 1 3-0=oo�-os
<br /> � Everett.Washin ton 98204 � ti}" D. OLSEN M. CREEDEN PaaEcr �
<br /> R4ADV�VA�Y P�tiVll�l.G PLAN. No. Po-�M-2oo5-0�
<br /> o P.O. BOX 538 9 �p 8/4/O6 PERMIT APPROVAL/CONSfRUC170Pf �$1���$�u
<br /> tvEaErr,wn sazos Ph:425141-380Q ''�aR°�E°a�:
<br /> � (425)259-378h �p6 NO. 21-04-015 N0. WiE BY REVFSION NO. DA7E BY REVISION �IRES Ot 2 SHEET N0. . 37 oF /g3
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