HomeMy WebLinkAboutR-398132BEGIN ROCK WALL 1 (RW 1)
STA. RW 1 0+00.00=
STA. 67+61.62, 77.16 LT.
GEl-4
ANGLE POINT !ND' RK WALL 1
STA. 'RW 1' 0+28.60 STAl 'PAW 1' 0+59. t
STA. _ 57+86.82;'
1 ' STA. 68+ 14.04
77.22 LT,/
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72d 03 L:
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rye =�c
-_-- 7�
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ter. �� r. ter. .r•� �.�r• rr• ��� ......._....+.- _
END ROCK 'WALL 2
STA. '01A)2' a+44.82=
STA. 68+03.39 -61.70 LT
�ANGL POIN
STA. RW, -°'D�25.15=
BEGIN ROCK WALL 2 (� W2) STA. 67f �5.96, 65:17 LT
STA. 'RW2' 0+00.00=
STA. 67+63.38, 65.12 LT �.
CONSTRUCTION`
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&f-' ?Aft, 0+00
n=
ROCK WALL TABLE
ROCK WALL
WALL STATION
ELEV. TOP OF WALL
ELEV. FINISH GRADE
AT BASE OF WALL
1
Ot 00.00
131.50
126.95
1
0+13.23
133.55
126.59
1
0 t 39.10
133.07
125.83
1
0+51.18
130.59
125.41
1
0+59.83
126.37
125.13
2
0+00.00
126.83
122.50
2
0+22.00
126.14
123.26
2
0+44.82
125.43
123.95
1 '-D" TOPSOIL
CONSTRUC
GEOTEXTILI
1 '-0" BACKFILL
FOR ROCK WAI
GRAVEL BA
FOR DRAIN
UNDERDRAIN PIPE,
DIAMETER. DAYLIGh
BOTH ENDS OF Wi
COMP
957 1
o
civ r r r �r �✓v yr rrir�r_
ROCK WALL SECTION
LOOKING SOUTH
NO SCALE
1.71IN.�GG1//��(I)/aCx
1. NO LOAD IS TO BE PLACED ON SLOPE BEHIND WALL 1 DURING OR AFTER
CONSTRUCTION.
2. ALL DETAILS NOTED ON WALL 1 APPLY TO WALL 2 UNLESS INDICATED
OTHERWISE.
J. CONTROL LINES ARE LOCATED AT EDGE OF ACCESS ROAD.
4. BASE WIDTH SHALL BE COMPRISED OF ONE ROCK.
40
10' 0' 10' 20'
SCALE IN FEET
SURVEYED: JFS • , ��N J, �j ;; a-- DRAWING NO. 5.04
DRAWN BY: XYw � w4 og ,► h CITY OF RENTON HIGHLANDS TO LANDING
DESIGN BY: xYw �� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT No. 31796
CHECK BY: SJW HanmiGlobal Partner � FED AID NO. CM-1070(007) �
10230 NE Points Drive y APPROV FOR CONSTRUCTION DATE: June.2013
ROCK WALLS 1 & 2 PLAN AND DETAILS
PROD MGR: LBM � x
Suite in n 0 45633t�
!>>iai2 r��AL spa
Phone: (425) 822-4446 SHEET NO. 26 OF 44
NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) k.com 77 tONAL el yg,r( BY: - DATE: �j��
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