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��� W� T�� .ALL t 7 - STATION 30�7 SB - AIRPORT RD AT �ASCH PARK RD Z
<br /> n���-►< TYPE STA OFPSEf NOTE TOW BOW H 8 J
<br /> :vassEa,� ALL t - STATION 3053 3035 NB SB - CANYON PARK 1 �
<br /> wc�s�� npE g'rq, pF�l' NpTE TOW BOW H B n'PE !l 10+00 11.00 BEGIN WALL 565.90 561.45 4.45 3.45 0
<br /> T32130TX900 10+Q0 16.00 AP 565.90 561.45 4.45 3.45 �
<br /> TYPE l 10+00 11.00 BEGiN WALL 119.66 116.43 3.23 4.00 10+60 16.QO AP 565.90 561.45 4.45 3.45
<br /> 013�T_PLAT_N 10+00 16.00 AP 119.66 116.43 3.23 4.00 0
<br /> 0130T_PLAT_S �O-f-6O 11.00 END WALL 565.90 561.45 4.45 3.45
<br /> c32?3orroso 10+18 16.00 TOP STEP 120.41 116.43 3.98 4.00
<br /> C32130TT091 �O-1-.38 16.00 TOP & BOT STEP 12Q.41 �f7.43 2.98 4.00 z � »
<br /> 10+59 16.00 AP 920.41 117.43 2.98 4.00 W � a 3/4 CHAMFER, TYP.
<br /> 10+59 11.00 END WA�L 120.41 117.43 298 4.00 � 8� 3
<br /> ALL 2 -- STATION 3053 3035 NB SB - CANYON PARK 2 J W4.OxW4.0-6X6 FRONT FACE OF WALL tD
<br /> � MIDHEIGHT OF SLAB TOP OF PLATFORM TOW
<br /> TYPE STA OFPBET NOTE TOW BOW H B Z FINISH GRADE 3H:1V MAX SLOPE ELEVATION AS SHOWN �
<br /> TYPE l �0+00 5.50 BEGIN WALL 119.00 115.50 3.50 4.Q0 � ��
<br /> 10+00 16.00 AP 119.00 115.50 3.50 4.00 o ON PIAN �
<br /> 10+48 16.00 AP 119.50 116.50 3.00 4.00 ( i �,
<br /> 10+48 10.5 END WALL 119.50 116.50 3.00 4.00 � z
<br /> ALL 3 - STATIQN 3053 3035 NB SB - CANYON I'ARK 3 � � X X X X i� �� �
<br /> -r� s�rA. or-�r r�o� �row Bow H B n Z /��/��/��, � W
<br /> TYPE !U 6+98 3.07 BEG1N WALL 111.5 109.00 2.5 - 3/4" CHAMFER, TYP. 8 � �� �� �� �� � � � ( �
<br /> �
<br /> 8+98 3.07 END WALL 117.25 114.75 2.5 - � ����������/� ��\���� � 2" CLR COVER � o
<br /> A L L 4 - S T A T I O N 3 0 3 3 N B - S R 5 2 7 A T 2 2 0 T H S T S E T O W � � �/� '��� � �� Q
<br /> TYPE 8TA'' OF�T NOTE TOW B01N H 9 � � • / �. . � ¢
<br /> TYPE tl t 0+00 6.50 BEGIN WALL 122.80 117.28 5.52 4.52 I• •� �� ��� � r
<br /> 10+00 16.00 AP 122.80 f 17.28 5.52 4.52 � I ��� 1/2" PREMOLDED JT. FI�LER � 0°
<br /> f 0+38 16.00 BOTTOM STEP 122.80 118.86 3.94 3.00 � � ���' � I
<br /> 1 Q+60 16.00 AP 122.80 118.86 3.94 3.00 � � � �
<br /> f0+60 6.50 END WALL 122.80 118.86 3.94 3.00 �� �� „ \ EXTENT OF WA�L GRAVEL BACKFILL (• •) #4 � 8" O.C. * Q
<br /> ALL 5 - STA?'ION 3049 SB - SR 527 AT f BUTH ST SE FRONT FACE OF WALL � 2 CLR COVER
<br /> TYPE STA. OFF'8E1' NOTE TOW BOW H 6 � � #4 � 12" O.C. T o
<br /> TYPE ll f 0+00 6.50 BEGIN WALL 29D.77 282.22 8.55 7.55 ( ~
<br /> ��+00 16.00 AP 290J7 282.22 8.55 7.55 TOP OF PLATFORM ELEVATION �. . 3" DIA. WEEP HOLES �. . Z
<br /> 10+60 16.00 AP 290J7 282.22 8.55 7.55 AS SHQWN ON PLAN � ( EXTENT OF WALL GRAVEL BACKFILL � 25' SPACING
<br /> J0+60 6.50 END WALL 290.77 282.22 8.55 7.55 ( � I � �� J . �
<br /> ALL 5A - STATION 3049 SB -- SR 527 AT 180TH ST SE FINISH GRADE �' e r
<br /> TYPE STA. O�t' NOTE H �DETA�ON 81-�T F1.06 { ,cv �� ��
<br /> 1 2" PREMOLDEQ ( ( 4 °g 1 t. '
<br /> TYPE V 10+00 23.25 BEGIN WALL, PC, R =50 3.00 J . FILLER �� �� . . F,, „
<br /> 10+2Q 19.00 PT 3.00 � � � � � a
<br /> 10+60 19.00 PC, R=3' 3.00 W4.OxW4.0-6X6 ( � #4 C� 12" O.C. MAX �
<br /> .,
<br /> � �
<br /> 4 C�9 12" O.G = CONSTRUCTION JOINT -----_.,._� �� �� ����� . r 45 �
<br /> 10+63 16.00 PT 3.00 C� MIDHEIGMT OF SLAB I I # ����r Z ajQ,L �¢
<br /> 10+63 6.50 END WALL 3.00 � __ � �� � �I�� ��
<br /> ALL 6 - STATION 303U NB - SR 527 AT >80?'FI ST SE • ' a--�-�-�-�--�-�- • ����� -
<br /> TYPE STA OF1'SET NOTE TOW BOW H B #4 � 8" O.C. �, � � � � » * � 5/24//
<br /> TYPE l 10+00 . 6.50 BEGIN WALL 292.28 287.13 5.15 &.15 � � I ( � � #4 � 8 O.C. �
<br /> 10+00 16.00 AP 292.28 287.13 5.15 6.15 � X X WALL DRAIN PIPE
<br /> ' -=--'--_---_��_-__���_� �
<br /> 10+10 16.00 TOP STEP 291.78 287.13 4.65 5.65 (. .� B�W
<br /> 10+20 16.00 TOP STEP 291.2& 287.13 4.15 5.15 I (
<br /> 10+30 16.00 TOP STEP 290J8 287.13 3.65 4.00 O o o O O O O � ( 4„
<br /> 10+40 16.00 TOP STEP 290.28 287.13 3.15 4.00 � � o 0 o O O O O ( � CONSTRUCTION JOINT �
<br /> 10+50 16.00 TOP STEP 289.78 287.13 2.65 4.00 • • �
<br /> f0+60 16.00 AP 289.78 287.�3 2.65 4.00 � � � " B
<br /> 10+6D 11.00 END WALL 289.78 287.13 2.65 4.00 ������ ' -�� ' �-�'- '��- ,----- '----� ' --"- • #4 � 8" O.C. "' FOR H > 4' B = H - 1'
<br /> ALL 6A - STATION 3030 NB - SR 527 AT 180TH ST SE o /�� � � ,' , * USE #5 C� 8" Q.C. FOR H > 7.5
<br /> � �/ � FORHS4 , B = 3 �
<br /> TYPE 8TA OFPBET NOTE TOW BOW H B :- ��jj • ._r__=_���___i
<br /> TYPE l 11+60 5.50 BEGIN WALL 287.75 285.20 2.55 4.00 ------------ � WALL TYPE II DETAIL - CC�NCRETE FILL WALL
<br /> 11+60 10.50 AP 290.85 285.20 5.65 6.65 � B�W �
<br /> 11+70 f 0.50 AP 290,85 28520 5.65 6.65
<br /> �1+70 5.50 END WALL 287.75 285.20 2.55 4.00 ��-6„ NOT TO SCALE �
<br /> ALL 7 - STATION 3048 SB - SR 527 AT 164TH ST SE #4 C�} 12" O.C. MAX � SEE RETAINING WALL TABLE FOR STATION AND ELEVATION
<br /> B � U
<br /> TYPE STA OFPBET NOTE TOW BOW H 8 �
<br /> TYPE U t0+00 6.50 BEGIN WA�L 288.07 282.95 5.12 4.J2 FQR H > 4', B = H + 1' ;r, �
<br /> f0+00 16.00 AP 288.07 282.95 5.12 4.12 FOR H 5 4', B = 4`
<br /> 10+60 16.00 AP 288.07 28295 5.12 4.12 �
<br /> 10+60 6.50 END WALL 288.07 282.95 5.12 4.12 �,.,�
<br /> ALL 8 - STAT.ION 3029 NB - SR 527 A7' 164TH ST SE - CU�YERT i�ALL
<br /> � �a °� "°� �"' �"' " B WALL TYPE I DETAIL - C4RICRETE CUT WALL �
<br /> TYPE ll 13+91.35 6.00 BEGIN WALL 286.50 280.10 6.40 5.40 RETAINING WALL MATERIAL NOTES: �
<br /> 13+93.35 6.00 BOTTOM STEP 286.50 281.35 5.15 4,15 NOT TQ 5CALE 1. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTH, Fc', SHALL BE 4000psi. O
<br /> 13+95.85 6.00 BOTI'OM STEP 286.50 280.10 6.40 5.40 SEE REfAINING WAL� TABLE FOR STATION AND ELEVATION 2. ALL REINFORCING STEEL SHALL BE EITHER ASTM A615, GRADE 60 OR ASTM A706, GRADE 6Q.
<br /> f3+97.85 6.00 BOTTOM STEP 286.50 279J5 6.75 5J5 3. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MATERIALS. U
<br /> 14+23.60 6.QO BOTTOM STEP 286.50 278.75 7.75 6.75
<br /> 14+82.00 6.00 BO7TOM STEP 286.50 279.75 6.75 5.75
<br /> 14+96.00 6.00 END WAl1 286.50 279.75 6.75 5.75 RETAINING WAL� CQNSTRUCTION NOTES: �
<br /> ALL 9 - STATION 3029 NB - SR 527 AT >64TIT ST SE 1. ALL WORK SHALL BE PERFORMED IN ACCORDANGE WITH THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, O
<br /> TYPE STA OFPSET NOTE TOW 80W H B AND MUNICIPAL. CONSTRUCTION 2016. �
<br /> �, TYPE l 20+00 6.50 BEGIN WALL 291.78 287.96 3.82 4.00 CUT WALL DRAIN PIPE 2. WALL ELEVATIONS SHOWN ARE READ IN ASCENDING ORDER BEGINNING AT STATION 10+00. TOP AND BOTTOM OF �
<br /> 0 20+00 16.00 AP 291J8 287.96 3.82 4.00 TO CONNECT TO WA�L ARE HORIZONTAL BETWEEN STATIONS. �
<br /> ,i 20+60 16.00 AP 291J8 287.96 3.82 4.00 EXISTING STORM DRAINS 3. AT ALL FfLL WALL LOCATIONS, A MINIMUM DEPTH OF 18" SHALL BE OVER-EXCAVATED UNDER THE WALL FOOTING
<br /> 20+60 6.50 END WALL 291.78 287.96 3.82 4.00 AND REPLACED WITH GRANULAR FILL COMPACTED TO 95� MDD. THIS IS NOT REQUIRED FOR THE CULVERT WALL AT . �"'
<br /> °' ALL >D - STATION 3046 SB - SR 527 AT TRI�LIUM BLVD - LOCAL BUS STOP
<br /> � TYPE STA OFPBET NOTE TOW BOW H B STATION 3029. �
<br /> z T Y P E l V 1 1+7 0 5.5 0 B E G I N W A L L 4 1 4.5 0 4 1 0.7 0 3.8 0 - 60� 4. W A L L 1 1 A T S T A T I O N 3 0 4 4 I S L O C A T E D N E A R T H E E D G E O F A L A N D F I L L. A M I N I M U M D E P T H O F 2 4" S H A L L B E
<br /> 0 11+T0 f0.00 AP 414.50 4�0.70 3.80 - OVER-EXCAVATED AND REPLACED WITH GRANULAR FILL COMPACTED TQ 95� MDD. TWO tAYERS OF HORIZONTAL TRIAXIAL (
<br /> 0 1 1+8 0 1 0.0 0 A P 4 1 4.5 Q 4 1 0.7 0 3.8 0 - GEOGRID SHALL BE CENTERED AND SPACED VERTICALLY 12" APART. NOTIFY THE ENGWEER IMMEDIATELY IF THE LANDFILL '�"'�
<br /> � 11+80 D.00 END WALL 414.50 410.70 3.80 - LINER IS ENCOUNTERED DURING EXCAVATION. ��
<br /> ALL 11 - STATION 3044 SB EB - 132ND ST SE AT ELGIN �AY DUMAS RD � � �
<br /> � TYPE STA �FPSET NOTE TOW 8OW H 8 WALL CONTROL LINE 5. AT STATfON 3019, WALL GRAVEL SACKFILL SHALL BE REPLACED WITH EPS GEOFOAM FILL (EPS22 PER ASTM D6817). J
<br /> 3 EPS GEOFOAM SHALL BE FULLY WRAPPED WITH AN IMPERMEABLE GEOMEMBRANE LINER. REFER TO SHEET F1.06. � Z -
<br /> � TYPE ll 1 Q+00 1�.00 BEGiN WALL 404.56 397.41 7.15 6.15 , � Q
<br /> 0 10+00 16.00 AP 404.56 397.41 7.15 6.15 6. PROVIDE CONTROL JOINTS AT MAXIMUM 30 CENTERS IN THE EXPOSEQ SURFACES OF THE CONGREfE RETAINING � 1 �
<br /> 10+20 16.00 TOP STEP 405.06 397.41 7.65 6.65 WALLS. y�,� �■■� W
<br /> � 1Ot40 16.00 TOP STEP 405.56 397.41 8.15 7.15 N Z �,., Z .�..� � Q
<br /> �n 1�+60 16.00 AP 405.56 397.41 8.f5 7.15 w � � w � �
<br /> � 10+60 6.50 END WALL 405.56 397.41 8.15 7.15 � � �
<br /> j ALL 12 - STATION 3043 SB �B - 128TIT ST SiP AT 3RD AYE SE � � � � � � J
<br /> � TYPE STA OFP�I' NOTE TOW BOW H B PI.ATFORM p� W Q
<br /> o TYPE I! 1 D+00 6.50 BEGIN WALL 427.29 422.40 4.89 3.89 -
<br /> � 10+00 16.00 AP 427.29 42240 4.89 3.89 � TOP OF PLATFORM � �S
<br /> � l0+11.5 16.00 BOTfOM STEP 427.29 420.90 6.39 5.39 ELEVATION AS � �
<br /> r- 10+2Q 16.D0 TOP STEP 426.79 420.90 5.89 4.89 SHOWN ON PLAN TOP OF PLATFORM � �
<br /> � 10+40 16.00 TOP STEP 426.29 420.90 5.39 4.39 ELEVATION AS � z
<br /> 0 10+60 16.00 AP 426.29 420.90 5.39 4.39 SHOWN ON PLAN
<br /> Q 10+80 6.50 END WALL 426.29 420.90 5.39 4.39 � ��, z
<br /> � ALL 13 - STATION 3024 NB iPB - 128TH ST Si� AT 3RD AYE SE FACE OF CURB
<br /> � TYPE STA OR�i' NOTE TOW BOW H B STREET O Q
<br /> .� TYPE U 10+Q0 11.00 BEGIN WALL 431.39 425.55 5.84 4.84 STA 10+00.00, Q.00 16-124692 LDA V � �
<br /> � 10+00 16.00 AP 431.39 425.55 5.84 4.84
<br /> j 10+20 16.00 TOP STEP 431.89 425.55 6.34 5.34 Snohomish Count Plannin oc
<br /> Y ro+3�.5 �6.00 BOTTOM STEP 431.89 42�05 4.84 384 WALL TYPICAL PLAN - CUT QR FILL WALL n y g
<br /> 10+40 16.00 TOP STEP 432.39 427.05 5.34 4.34 Develo ment Services • �
<br /> � 10+44 16.00 BOTTOM STEP 432.39 428.55 3.84 3.00 1"
<br /> a 10+60 16.00 AP 43239 428.55 3.84 3.00 NOT TO SCALE �'� �`" APPROVED FOR CONSTRUCTION
<br /> ;, . . ,
<br /> '�= 10+60 11.00 END WALL 43239 428.55 3.84 3.00 SEE RETAINING WALL TABLE F�R STATION AND ELEVATION ? fi � � � � `
<br /> o ���'��� �������������� ;�
<br /> � ALL t 4 - STATION 3039 SB - AIRP4RT RD AT >12TH ST SiP - LOCAL BUS STOP . ----- �---- --- �`�� � B
<br /> TYPE STA. OFPSET NOTE TOW BOW H B : � � �~ ���ry����� Y�
<br /> � A� T.k,� �,.
<br /> TYPE l 11+75 6.00 BEGlN WALL 534.00 531.50 2.5Q 4.00 - '��� �'��`�'�' ��� `� �`�'`�'"" �'' .
<br /> ; ��. ��;�����r��� �:,7� �n���>���� R/W Permit No.
<br /> � 11+75 1Q.00 AP 536.50 531.50 5.00 6.00 � da.�:,��s��° HanmiGlobal Partner
<br /> ,� 11+90 1Q.00 AP 536.50 531.50 5.00 6.OQ ' ru.�s���,�;t�� - --- ������,��- �ate: 11241 Willows Road NE
<br /> . 11+90 6.00 END WALL 534.00 531.50 2.50 4.00 �'�'�''-��'���'�'��' Suite 200
<br /> � ALL >5 - STATION 3020 NB - AIRPOR7' R� A?' 112TH ST SiI - LOCAL BUS STOP � - -------�------ - �'��'�`�'���'�`�'�' Redmond, Aashington 98052
<br /> TYPE STA OFPSE? NOTE TOW BOW H B '�';�`¢'� '
<br /> ����"�".���M_Y Phone: (425) 822-4446
<br /> ; A Pi1t3LiC S'J(J;tf..:i >Fi�Fti.7' YS
<br /> TYPE IV 1 i+75 6.00 BEGiN WALL 532.25 529.OQ 3.25 -
<br /> I 5���';i -.._.._ __..w_____ Yxc�a�aF:�� t�r<rou 7-c� s-r�zrl;ac FAX: (425) 827-9577
<br /> � 1�+75 10.00 AP 532.25 529.00 3.25 -
<br /> ,arat [car:sruu-:r*:o�3 c�r9 7s�as WWrN�.Ot1�{.COTIl
<br /> ' Y6�C)J,".CT. i��+Y.tt7`-lt1L r�yr: ;r3T�
<br /> � ' �- -�� -�-r v;c6JZr.:1' 'i5 COfi?Ji�(T_GPi;�L 5'�l2
<br /> �, 11+90 10.00 AP 532.25 529.00 3.25 -
<br /> 11+90 6.00 END WALL 532.25 529.00 3.25 - ��'��� �u�t �v,- '� �, �r {�,; ,f��
<br /> N ALL t 6 - STATION 3019 NB - AIRPORT �tD AT f 00TH ST SiP �-�.f t.��,_��'��`'�� ��+��„� 3213�T
<br /> fier;,� r�oc�cori�r2u�tao�€H�s Projec t No.
<br /> �%"i'of ��%Ps'�'E� e�cEt�ESSUF�.
<br /> o TYPE ST'A OFP8E1' NOTE TOW BOW H B _...� .�_
<br /> � TYPE t/l 10+00 11.DO BEGIN WALL 587.17 580.17 5.50 10.50 �� . O�
<br /> -0 10+00 16.00 AP 587.17 580.17 5.50 10.50
<br /> � 10+60 16.00 AP 587.17 580.17 5.50 10.50
<br /> ° 10+60 6.50 END WALL 587.17 580.17 5.50 10.50 D ra w i n g N o.
<br /> �
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