HomeMy WebLinkAboutD-210318.CURVE DATA FOR
re LOW FLOW CHANNEL NJ,
22.40.17• E CURVE DATA \1 Fence to be
ro` D 32 50'10' c 0' \ol moved by others. . .
---IIl--- O R 774.48' -5 s ao 'o, NOTES:
I E 1,853,500 N T 34.98' D =5° 14' 20°
y1 L = 89.04' 1 Na R- 1,093.64' y''� �PSgMENj
l. u y y T =5 5.8 E •( 1. Location of Utilities
N r ^ rn 1 L =711 so' Ea SLOT PNEN _ No representation Is made as to the existence
iQ'!�` a, > OpP� 5k __. or non - existence of any utilities, public or
Power Transmission Lind' `. // NQ 1 + ''o NS \S�oN PE \ private. Absence of utIl ItIes on these dram -
,a I �i / b 1\ ,o SaP" aamo�et \/` Inge Is not assurance That no utilities are
t1N gep2 °cK� ° ee1m�`'� N 174,581_30 location and depth are l approximate. hoThetexact
lF 601 po to O `' f � °�nan f ® 1653695.88 location and depth of any utility .must be
l F + t Ij, ,l _ determined by the utility company: prior to -any
; �-( \. a \n9 excavation.
`M�i , _ \ w G1 2, The disturbance of the VNG high pressure gas
q e .0 1x - .�\ 5g ' 7/I� �W F ag p5 _ pipeline may create hazard to life and property
rely k \►\ �, !_• '\'tU °t`!� yr _ -1\../ Nth 3T 01 Extreme caution must be exercised while equip
-
O iF ` c �} F S ,a B 33 meat is being operated in the Vicinity of The
c� `gm * Po PP,
pipeline.
w
02iPT ,a,a} N PP° t5 ° 3. Washington Noiural Gas (VNG) representatives
-0 shall be notified and shell De on site during
O any excavation over pe adjacent to Their 400
high pressure gas pipeline.
a �T i \Zp \\ \, ` ' gOVNO PPy �0 5 ; LEGEND
(� 1 3 k `�+ i ` 11�n \ ;� s�MENt r,.^ Dr°Uerspr�°r d "rout fraP _ _ Temporary Construction Limit
..112 °Gout RO e 2C`. -1 Y• \ \ 1 / ..V S EP I� Stn {,,, aTn L > �°Q ri 'f' oin
y \ ''• '�' ",' Doer P\ et-t.. , 1 m . - 1 ' NV_" °' . 4'1 (col -/ u /p ✓• a •N - Permanent Easement Boundary
bets' '(1 - +- PEaM Pva NDV� /r+5 �1,� Cbef P'P` — - �. Channel
\3° wt {$e ry W 1/: \ sKs o rlp11e''�p�pa�.snnot_
°v td Cn o :'f- METRO $ewer Pipeline
.m�.o. \.. /�rrf,y4 1 '•\ ,'E :""�',,. 1��ructUt� 1'; l✓ F \tt Stev't5 'N
GRADY WAY BOX CULVERT ,o r1,0 ys/ 11 k,- -. \ to r- -+1- -: �-+ VNG 20" Gas Pipeline
EXISTING -DO NOT DISTURB 03'3,j 99 033,.t1ap` dPP -�1 t C1ae� power Transmission Line
d unee:� 9. 0.
m q. LO , �3 °5g 21. m.B -101 nJ / SPC \n9 foD O� r� 12- Mater Main
FL t' Z ��
66 Ile '(` m 80 1 40,
\ a00 - !'ll•,ti \yeP ,,. `ao vecU m.�j.� ✓1= °R 7 °4.48'' . x9
,� T 4t:p1' I' >
`•0v OQE \I .1 rt_BERM DATA 9 TP 1 Io 42.
t_. PPos\ SV _. ,° N-i D II 28 b2 17• .,_ '� 1..- Oi .SPOIL DIS POS "A R.E �Gh Gi'��' _
w \ �PNa A. 0' 8 O =.22 22'52 °. 1111""NN snna\ 0, c,av, V 65 Sins, l In l
Fro \ Da F- �9- �w T= 65.90- �� : t st own \or �b U \` /n�'m 1, o
a m L= 129.00' ro Il S t°cj w
Sprinebrook Creek ia� Per, d' \�5,\4iI CON5TRUCTION NOTE:
•\ ` a+ •a, m n I•r, �G'' A 3:1 slope shall be maintainetl where possible
�� between the maintenance' berm and the permanent
I+ CURVE DATA FOR t1 f E 1,654,000
1 r GLOW FLOW CHANNEL 1 �. L\T1l + easement boundary. Where there Isn't enough run
End of existing p = 20 °31.25', j `~trucl \o° o for a 3:1 elope, as flat a slope oe possible,
channel fill k 1 T C °n not steeper than 2:1 shall be malnta lned.
4 D fe °o4zs' L 1 orary s o
\ 4 R 317.01• l ✓ T.eroP
rC CURVE DATA T13311' a
L - 113.6'��� �
0 =203; 26 '� PLAN Z
\ \
0-18' 47' 06'
:\ R °35.21i' 1 a -
T °68.22 so 0 50
r_L� �P FF F -' R F r f
L= 408.25' 1 Stele In feet t l°
CJ c'
_I : f.. C /wl° ReIT`eieWf�T "'G t,0om mu 6.i'6
WARNING !d 0.11. uses Geu6>`r'�cf nln; ow ;2p -
20 _ + G N m C _y/* 4 °uq, _ N I
°� yob
Top of .METRO a'1 #. a -Top of. WNG_,PiPaline i@ 9e/"....' ar. ar1e...�.d >�\Pel.wv�.. o I li _.( $. : 1 .
EXISTING GRADY WAY 00 0' \ i Interceptor line O N _ O + El. 3.2. See If stall She 7.. +
BOX CULVERT a -'� did : I w is EL 0.0 } r\OO I z m l
_tr See Sheet 7 D-2103— M:mmuln Top Df Bank EL. 150(BothBanks)1 i j
N -
to i Z - el. .o - to PLAN PROFILE
.�
Maintenance l : 5- 0,0002,} f /ft, 8
i
O P -1 CHANNEL, STA 680 +28.37 to 706 +55
Z EI• g ✓ - i I EAST SIDE GREEN RIVER WATERSHED
.1 i
Approx NaGro4n
KING COUNTY, WASHINGTON
U. S. DEPARTMENT OF AGRICULTURE
J� SOIL CONSERVATION
. EL 2.1 .. 0,.0' 02ft /ft• - EL 2.0 w -- 5 a __
.o.,
SERVICE
Invert. P -l- Channel :. 4 _... o.s.aRDH, DDKB 4J8 "'
... I :. -
- MMAy R8 .g /88
EI. 0.1 : I - - Invert Ldw.Flow Channel - - : S O.Ot302 ft /ft' EL 0 g
S_ s „ . t ESGR —CO -2 W 681 +00 82 +00 h' 683+1.0 PROiLE sas ±oo