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CHANNEL HORIZONTAL CURVE DATA
CURVL
RADIUS (ft)
LENGTH (ft)
DELTA
PI NORTHING
PI EASTING
HC -10
60'-0"
97.55
93'09'1.4"
175380.26
1311219.72
HC 11
100'-0"
22.61
12'57'21"
175514.44
1311242.68
HC -12
100 -0"
115.37
66'06'10"
175616.44
1311285.28
H -13'
65'-0"
81.86
72.05.33"
1 175618.85
1311397.62
CONSTRUCTION LIMITS, TYP
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IATtON-1
E, E-C. POMF1 I \
n
I� 11
T.O. ASPHALT r
= EL. 80.73
/ .0. ASP I \\
HC
.i
16 � ant j (REMOVE EXIST. METAL: POLES AND NETTING
\ / \ \\CONCRETE UTI • TY OVERTOPPING ,.•AS REQ'D DURING CONSTRUCTION—_ -.c-A -rte '4r! r ° /PS Removrd
SLAB, SEE DETAs2, SHEET 7
Rem WINSWAtlz
all
__ __ \_��
r
'\ \ _ /' i A
\ \
�G�
J' Fli \ REALIGN AND
RESTORE ASPH'.LT
`:CART PATH FOR, ,O
SHEET
14 FOR CROSSING 'NEW CROSSING
OVER E ING
SS PIP
00 \• REGRADE EXIST\� G MOUND
L % TO MATCH SURROUNDING
TOPO TYP. BOTfWI4 SIDES S
RELOCATE IRRIGATION LINE,
SEE NOTE 9, SHEET 3, TYP ' y°
� _ x !
----- 6 TREES
Sp / �� \ BE RELOC
p 5 T G 3s 12 ; A BY OTHERS 1 /
PROTECT
SAND TRA » 1 \
sPLITTER ST I]\ \
HC�13 SEE SHEETS 8 POR�G ING P\ LAN \.
' / �i,. y r Q �,� CqC� u ' / /!, i //� %/ S EE,SHEET 14 FbR STR Tff —•
\GTG�i�`' ' /_. rP�: \\ �i,
12TJ�, GREEN J '`' ��; i ✓ . / /', -� �r����'1 ----
2001 QF �fUAFORARY FACE ALO --�
+ 'i + �� Fl 6 \ l `� r% ''✓ TURBED',ARE "MIT AT 12TH < CREEN
TEMPORARY ' SHALL BE MIN`'._ 3'�.
1XISTING ASPHALT , ��g 111 HIGH, VIA' i. E'S1?E OF 1' OR LLSS-
DROP GOLF CART PATH SITL\\\PLANC �?� �•\ i� 1i I LOCATE€AiN FR0,5S ED'.OF 6Rc-
o ` �\ I STRUCTURE, TYP. FC STA. 10 +2$' TO FC STA. 14 +01 \ •/ - ' l
G°E° S€E D SCALE 0 10 \b 40 FE 3T
AB94K)Nft6-B. .'SHEET g)
Smq!lTreaaP /Doted ��EDGF�$ if WAY
CONSTRUCTION\LIMITS, TYP`.
e, EXCEPT AS NOTED, �,• }\`: E / `�_ Cj s,.
HC -10 GRADE LOG TYP. 3
wI ^•DIRT~ PLCS.; SEE SHEET 11
z_
J TYPICAL SECTION D LOG .DROP STRUCTURES, SEE SHEET 11(5% SLOPE 0 LOG CREST) TYPICAL SECTION D
'n O 7 DROPS 0 1'-0" = 7' -0" I
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o ,ri ,/� C6em:ea/ L'onduli hr9h-1hu
M + Shown L Amp Added I
NEW TOP OF BANK °9 n
N r�i SEE TYP. SECT D, w
U
Fa- SHEET 9
0
_.. _:...NEW TOP OF BANK WITH v _ _ _ _ a� n
88 :... ......... ..... ... .... .. - ---- -.,_ ....... ... ---- ... _ ..... -.. _ ...' - -' - -------------- lo 88
CHEMICAL.CONDUJI. WATER..LEVELJN.. B 10 TOH. 88 2. -, - -- -
REGRAOED MOUND : TOP OF CONC = MONITORING: WELL -
EL 81:36 ...... .. OBSERVED ON., . -
e._
FEB 1.3 .1.998:... x h #
EXISTING GROUND - ....... m m . '.,.� .. FLOW - -
:.. - _
. - ....... ...........:.
PROFILE, � CHANNEL B 9.TOH81,4� ..:..d � 0.2100
b
... ..._ ........ ......_
:
84 .. ... ............ ...... ... ...... .................. - .._ r... .. ._.. -...... ..
s.
9
NEW. TOP. OF.BANK. m, °
SEETYP':.SECT: D. __.L00 DROPSTRl1GTURES.TYP: -- - -- ........... ........
_.... SHEET 9 ............. .:.. 7. PLCS•; SEE SHEET 11 .... -... - ° - -- ... _ - - - - - - - - - =- - - SPLITkR .... - - ...... .
_ -
vI. ° _ //- - - - - - STRUCTURE•
. I
" -SEE "SHEET 14
I
so
h I ^ / - - - i 80
� � ' I � h ° � Q ..._ ice.. ....
n ; i 15 "g DI o
N h ... ......'.......# r' .. f -SEWER Z r
�..N.
o ^ ik tF t h I T eY
76 ..... ._....... M ........ ... .... ........... #. .... . _ ....... .._rq. ... _ ...... - - - - - .... ._...... _t-lien 3' Oeefrr 1 :: .... .
n u / - - 76
.. : ^ /
g S 2:4963 %.... ....
:
L - Q la
WATER LEVE
- --
'BOTTOM OF
.............:....................:........ ............_.................. _.................. .............................................---.. ............................... ......... ........ ... -
72 _ _._.. .._.. ........:........ .. ... _...PBRLN. Dg!LlrINO......---- -----._.....-- - -------------------------------------- =------------------ - ...... .........- - -- - -- -- .............. 72
:BO
RE HOLE .TYP -���I� � w
... ..:......... :.... ... ...: .. . .. ... — — .. -....
-:.. ....- .. ....
EET
. -. .. .�..— .... -. ..... ... - .. . ..... ... .. . .. -.. ... ... -. -. .....
- - ....
68 ............. .. ......... ...... .. ....... ...... .... .:. .. ....... ........ ..... ..... .... _ ... _ ... ... .... ..... _ ... .._ _ ...... M 4. d+-1 68
..... :. ..... ..... _ .... _ ...... _
..... .: _
DETAIL
PROBABLE'SILTY _ rn
I.. O
SOIL /GRANULAR - }' o w ,�- d=
... STP.EAMBED GRAVEL ... :. SOIL BOUNDARY — m... a m
12 MIN DEPTH .. w ... - -- ... - - -� o -
....... .................... . ....... .... ....... ........ ...... ...... ................................ .. ...._... - ......- ...... - - --
- /
64 .. ..! ....... . ..�.... .. - -. - _........... _ ............... _ - - -- -----_ ------------------ -............... .. 64
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_ co cn J Q Q U x >-^ N J ; W ,~ o a CHANNEL PROFILE Engineers
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en o :rn rn N �! 0 > w rn ro O ~ w en ro ) and Scientists
SfiV 7 Z� U w w FAX: (425)
P /- u U w 1 0 U O U O U O U O U U O U O U O = O �U. O U� 'U U U O Bellevue, Washington
w c� �- '�- F- w �+- F- �+- C-�0 U w w F- w w U w w w F- U TEL 425 602 4000
602- 4020 ' NO. REVISION
NOTE:
1. SEE SHEET 3 FOR NOTES
j�yU}cn L,ne and e %c w /mss
re %ce red fh— S'pli&' sfrvc
SCALE 0 10 20 40 FEET
Iii I I
HORIZONTAL: 1" = 20' -0"
SCALE 0 2 4 8 FEET
VERTICAL: 1" = 4' -0"
SITE PLAN LOCATION
I
A B
APPROVED
BYP DATE 7 -6 -98
/d /jT /,D - 226{!6 f- SCANNED MAR 3 02000
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