HomeMy WebLinkAboutD-226404CL 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
FIC -5
100' -0"
67.49
38'40'03"
175321.07
1310755.28'
HC -6
S0' -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
13 ?1768.15
� Q
S 70'33'52" E
B -4
O
HC -4
F
r
. -r FAIRWA,Y-
k� 1
�A'
LIMITS BOUNDARY-
hx
F
i j;
GRAVEL CART PATH TO SOUTH
7 /
OF CROSSING #3; SEE SHEET 3
TYPICAL GRAVEL PATH SECTION
CE CROSSING L2A
x
FC STA 5 +22.00
-
SEE SHEET 10 FOR
RELOCATE IRRIGATION. LINE;
\ CROSSING PLAN, TYP
SEE NOTE 9, SHEET 3
7
RELOCATE 3 FIRS . F82S GAG T
/ TO SOUTH OF NEW du ` \Q B_5 ¢
Inn GREEN AREA
SEE S,C' a,� F "FIR it • •; V))
V/f SHEET ..2 AND
ADDITIONAL DWOS. e9`TY -1_
END EXISTING PATH
AT CONSTRUCTION
PROTECT TREE WITH FENCING,
3' MIN OFFSET
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-/ / -_
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CONSTRUCTION LIMITS TYP "Oj. \� CROSSING .PLAN, TYP ~�Q
/ . ' U- �- 'ENO:[Xl,STING PATH I-
}A _
-g n 2 M1 s'" k 2gy . HC -8 A7 CONSTRUCTION ��
' ```` S 8705'17 E ` HC -6 `` �' � I�e� y1y `s `�. � < LIMITS BOUNDARY �/iv 404
RELOCATE 2 FIRS TO '_- j C" �y�' / ��„ I /
NEAR FC', STA. 10 +00 3 66. x �"� < ' T Ps ne,�o�ed FIRS
Uj z FAIRWAY / 6." F i)
z��
\ B(sHEEr 9) - z3 /- Z BITE PLAN B a N
IN'O HC -5 / --�\ rt CROSSING #3 x
w R ` l FC STA 7 +74.00 E (�
(� - \ - -- FC STA 4 +75 TO FC STA 10 +25
SEE SHEET 10 FOR i- v w
Q qTn� ; � RELOCATE IRRIGATION LINE; \ � o ,�� I- - SCALE 0 10 20 40 FEET � w -
CROSSING PLAN, TYP
SEE NOTE 9, SHEET 3 �_ II `� I I I I Q
PROTECT �z o . ` �`\` PROTECT -BERM -AND TREES c 1" = 20'-D"
TREES HC -7 i / 6 EXCEPT AS NOTED
TYPICAL SECTION C TYPICAL SECTION C TYPICAL SECTION B TYPICAL SECTION A TYPICAL SECTION D NOTE
o c� N - -- 1. FOR NOTES SEE SHEET 3.
C0 00 o o o r,i B -8 TOH 76.4
f o B -7 TOH 73.4 2. DIMENSION SHOWN IS TO THE
N + EXISTING GROUND m °m + +
B. 4 TOH 71.0 + +. F - PROFILE AT � CHANNEL B -6 TOH 72.5 n. + PROFILE, GROUND CHANNEL F - _ APPROX. CENTER OF THE NEW
76 .: ... ¢ . ¢ ... ... ..... .... .. . .... .............. ........ ... . ............................... --. ....4 ........? - ---- ....... ---.. - -- - PROVISIONEAND ADDITIONAL
ai. - - - - - -- .. .. ...... .. ... ......... .. 76 DRAWINGS.
..:... ....:. ... .v..�. ............ -. .- ...... :.......- - -.. ....... - .... -. .. .. ..... - -- - --- - -- - ---- -
.
... U) f- .... .. .. .. .. ...... ...... .....
B 5 TOH 71.2��
_
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aj I - - -
.-
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_
2:4
. . . ... . . ... . -----
72 . --- .. ......� FLOW -- --� ... - - -- ..... . - - - - -- . ....... - SITE PLAN LOCATION
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M U.. h .:...- ...."' #�.... �-
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s s 0.6250% . .
68 ......... .��. - ..;... .. ... ................... . .....:...
::
..... 68
Q
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-__ _ - - _
64 .. .. ................. .. _ - ... .. .......... - �. .. .... - ---- ....... .. 64
_ �- - STREAMBED GRAVEL:
-� 12" MfN[ DEPTH -
- - .. .......... ....... ............... .... ......................... .. .. .
B
- - - -9 - - - - -- -- - -- --- - - - - -- o
12" THICK IMPERVIOUS - -
LAYER; SEE SUPPLEMENTAL °p APPROVED'
PROVISIONS. PROVIDE STREAMBED GRAVEL, o
I-
SEAL TO BOX CULVERT. 12" MIN DEPTH - EXCAVATION -
-- w - o LIMITS, TYP. o BY D DATE -(-78
°o o ¢ M o PROBABLE SILTY WATER LEVEL >,) o^ o N �o�PO WA
T�,Cy) U
00 0 _ 0, SOIL /GRANULAR °o OBSERVED oo °o + o �b M w
N '"'x'� BOTTOM OF SOIL BOUNDARY DURING DRILLING �t 0 o ro o 1kc) a; Fe pN ' '•°
u+i + Z w BORE HOLE TYP M +z0_0 w + ¢ + + OX w CITY' OF RENTON
< � (/)- F- r, 1n .0 h Mm , of m v) of m rn Z m
< N'd" o: m �° < ¢ tn_ CE m ¢ m m_ ~ rn zs�sz q DEPARTMENT OF PUBLIC WORKS
v~i�x >.w: Z`�jw w 1 o�.w °. 'Po �4'C E9�ww
276
U U J w w x rn w Of >- .r. ISTER
v o v a v v o° v a v C) C x'� Essloval E�Gl MAPLEWOOD CREEK FISH CHANNEL PROJECT
w
(-)j 0 L, > w SCALE 0 10 20 40' FEET w E c4r.0 CE w. > w - w c� o c) w
I . � . I I I SITE 'PLAN B AND PROFILE
EXPIRES 12-21-99:71
HORIZONTAL: 1" = 20' -0" A
kRZ AS -B., -# 10"), Okw 11 -10 -qg DESIGNED: CMG. .DATE: 6/19/98 FILE NAME: SHEET04
SCALE 0 2 4 -
8 FEET CHANNEL PROFILE DRAWN: DWH
V I Engineers and Scientists CHECKED: DEP SCALE: AS SHOWN FI0.0 BOOK: PAGE
�wp-1'_.j26iR VERTICAL: 1.. =¢ -D ". TEL•le(425)624D00 Washington �, APPROVED:. SHEET: 4.. OF: 22
I FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE
4f3 =zz 6ya gt SCANNED MAR 3 0 2000
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LIMITS BOUNDARY-
.
CONSTRUCTION UMITI TYP
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PROTECT TREE WITH FENCING,
3' MIN OFFSET
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71 - ` i... '8 FIRS J FR CROSSING - -. a T� ,'i�X I, F /- FC STA 9+37.42,\, IN
- i- SEE SHEET 10 FOR \ V
-/ / -_
�c
CONSTRUCTION LIMITS TYP "Oj. \� CROSSING .PLAN, TYP ~�Q
/ . ' U- �- 'ENO:[Xl,STING PATH I-
}A _
-g n 2 M1 s'" k 2gy . HC -8 A7 CONSTRUCTION ��
' ```` S 8705'17 E ` HC -6 `` �' � I�e� y1y `s `�. � < LIMITS BOUNDARY �/iv 404
RELOCATE 2 FIRS TO '_- j C" �y�' / ��„ I /
NEAR FC', STA. 10 +00 3 66. x �"� < ' T Ps ne,�o�ed FIRS
Uj z FAIRWAY / 6." F i)
z��
\ B(sHEEr 9) - z3 /- Z BITE PLAN B a N
IN'O HC -5 / --�\ rt CROSSING #3 x
w R ` l FC STA 7 +74.00 E (�
(� - \ - -- FC STA 4 +75 TO FC STA 10 +25
SEE SHEET 10 FOR i- v w
Q qTn� ; � RELOCATE IRRIGATION LINE; \ � o ,�� I- - SCALE 0 10 20 40 FEET � w -
CROSSING PLAN, TYP
SEE NOTE 9, SHEET 3 �_ II `� I I I I Q
PROTECT �z o . ` �`\` PROTECT -BERM -AND TREES c 1" = 20'-D"
TREES HC -7 i / 6 EXCEPT AS NOTED
TYPICAL SECTION C TYPICAL SECTION C TYPICAL SECTION B TYPICAL SECTION A TYPICAL SECTION D NOTE
o c� N - -- 1. FOR NOTES SEE SHEET 3.
C0 00 o o o r,i B -8 TOH 76.4
f o B -7 TOH 73.4 2. DIMENSION SHOWN IS TO THE
N + EXISTING GROUND m °m + +
B. 4 TOH 71.0 + +. F - PROFILE AT � CHANNEL B -6 TOH 72.5 n. + PROFILE, GROUND CHANNEL F - _ APPROX. CENTER OF THE NEW
76 .: ... ¢ . ¢ ... ... ..... .... .. . .... .............. ........ ... . ............................... --. ....4 ........? - ---- ....... ---.. - -- - PROVISIONEAND ADDITIONAL
ai. - - - - - -- .. .. ...... .. ... ......... .. 76 DRAWINGS.
..:... ....:. ... .v..�. ............ -. .- ...... :.......- - -.. ....... - .... -. .. .. ..... - -- - --- - -- - ---- -
.
... U) f- .... .. .. .. .. ...... ...... .....
B 5 TOH 71.2��
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.-
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_
2:4
. . . ... . . ... . -----
72 . --- .. ......� FLOW -- --� ... - - -- ..... . - - - - -- . ....... - SITE PLAN LOCATION
72 ..... ............. g °
- e I
M U.. h .:...- ...."' #�.... �-
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:_ a g.. " :...:..... ::...� ... ... .:.. -..... ..... i S- 0.4111:% - . -.. I 1 ...
s s 0.6250% . .
68 ......... .��. - ..;... .. ... ................... . .....:...
::
..... 68
Q
- - - -- - -- - - - - ... ... ..... ... _�- - - -- _ - - - - J
-__ _ - - _
64 .. .. ................. .. _ - ... .. .......... - �. .. .... - ---- ....... .. 64
_ �- - STREAMBED GRAVEL:
-� 12" MfN[ DEPTH -
- - .. .......... ....... ............... .... ......................... .. .. .
B
- - - -9 - - - - -- -- - -- --- - - - - -- o
12" THICK IMPERVIOUS - -
LAYER; SEE SUPPLEMENTAL °p APPROVED'
PROVISIONS. PROVIDE STREAMBED GRAVEL, o
I-
SEAL TO BOX CULVERT. 12" MIN DEPTH - EXCAVATION -
-- w - o LIMITS, TYP. o BY D DATE -(-78
°o o ¢ M o PROBABLE SILTY WATER LEVEL >,) o^ o N �o�PO WA
T�,Cy) U
00 0 _ 0, SOIL /GRANULAR °o OBSERVED oo °o + o �b M w
N '"'x'� BOTTOM OF SOIL BOUNDARY DURING DRILLING �t 0 o ro o 1kc) a; Fe pN ' '•°
u+i + Z w BORE HOLE TYP M +z0_0 w + ¢ + + OX w CITY' OF RENTON
< � (/)- F- r, 1n .0 h Mm , of m v) of m rn Z m
< N'd" o: m �° < ¢ tn_ CE m ¢ m m_ ~ rn zs�sz q DEPARTMENT OF PUBLIC WORKS
v~i�x >.w: Z`�jw w 1 o�.w °. 'Po �4'C E9�ww
276
U U J w w x rn w Of >- .r. ISTER
v o v a v v o° v a v C) C x'� Essloval E�Gl MAPLEWOOD CREEK FISH CHANNEL PROJECT
w
(-)j 0 L, > w SCALE 0 10 20 40' FEET w E c4r.0 CE w. > w - w c� o c) w
I . � . I I I SITE 'PLAN B AND PROFILE
EXPIRES 12-21-99:71
HORIZONTAL: 1" = 20' -0" A
kRZ AS -B., -# 10"), Okw 11 -10 -qg DESIGNED: CMG. .DATE: 6/19/98 FILE NAME: SHEET04
SCALE 0 2 4 -
8 FEET CHANNEL PROFILE DRAWN: DWH
V I Engineers and Scientists CHECKED: DEP SCALE: AS SHOWN FI0.0 BOOK: PAGE
�wp-1'_.j26iR VERTICAL: 1.. =¢ -D ". TEL•le(425)624D00 Washington �, APPROVED:. SHEET: 4.. OF: 22
I FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE
4f3 =zz 6ya gt SCANNED MAR 3 0 2000
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