HomeMy WebLinkAboutSWP2702264.4_E
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(� CHANNEL HORIZONTAL CURVE DATA
CURVE
RADIUS (ft)
LENGTH (ft)
DELTA
PI NORTHING
PI EASTING
HC-4
75'-0"
28.99
22°08'38"
175398.22
1310668.32
HC-5
100'-0"
67.49
38'40'03"
175321.07
1310755.28
HC-6
50'-0"
18.31
21'00'09"
175316.80
1310839.16
HC-7
50'-0"
48.92
56*03'17"
175292.75
1310893.40
HC-8
100'-0"
10.23
5'51'35"
175351.87
1310987.51
HC-9
100'-0"
88.78
50°51'53"
175414.88
1311068.15
S 70'33'52" E
RELOCATE 3 FIRS
TO SOUTH OF NEW
^� GREEN AREA, SEE SC
SHEET 2 AND `tiFF
ADDITIONAL DWGS.
Q
Q�
/ CONSTRUCTION LIMITS TYP
RELOCATE 2 FIRS TO
NEAR FC STA 10+00
WI�
Z _ �r
�I
TYPICAL SECTION C i i TYPICAL SECTION C
RELOCATE IRRIGATION LINE;
SEE NOTE 9, SHEET 3
PROTECT
TREES
TYPICAL SECTION B
I I V ,
TYPICAL SECTION A
S 77'08'07" E
\' V
RELOCATED
X FIRS FROM NEAR
-FC ST-A=5+80
5-a✓/ 7-ec s p/wife
CROSSING PLAN, TYP I��Q
-END-- EXISTING PATH co
AT CONSTRUCTION
LIMITS BOUNDARY2264 04
t
Z o
` SITE PLAN B J N
FC STA 4+75 TO FC STA 10+25 U I U)r-
to w
SCALE 0 10 20 40 FEET Q �`
Ii I I
1" = 20'-0"
EXCEPT AS NOTED I
NOTE:
TYPICAL SECTION D
12" THICK IMPERVIOUS — o
I LAYER; SEE SUPPLEMENTAL
PROVISIONS. PROVIDE STREAMBED GRAVEL, o
I- SEAL TO BOX CULVERT. 12" MIN DEPTH EXCAVATION Q
I w O LIMITS, TYP. o w PAS c~i�
o J o o PROBABLE SILTY WATER LEVEL
>
O O Q�r7 O O O J O O O N -1(�a WAS�I - LU
I 0 O N 0 + SOIL/GRANULAR O OBSERVED O r- O O
O N �x � BOTTOM OF cn C3 CD 0 000 0 U (0 67 ? �Y�
+ SOIL BOUNDARY DURING DRILLING r O O rr) rn _ a rNTTV
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LL_ SCALE 0 10 20 40 FEET
I . I , I I I
HORIZONTAL: 1" = 20'-0"
SCALE 0 2 4 8 FEET
I�I I I
VERTICAL: 1" = 4'-0"
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Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
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1. FOR NOTES SEE SHEET 3.
2. DIMENSION SHOWN IS TO THE
APPROX. CENTER OF THE NEW
GREEN AREA. SEE SPECIAL
PROVISION AND ADDITIONAL
DRAWINGS.
SITE PLAN LOCATION
0
APPROVED
BY D DATE -6-78
I
-->2 6ve fe SCANNED MAR 3 0 2000