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24 °x 12° C.I. CROSS '(MJ.), STA. 16+75
I 24 °x12 °C.1.CROSS;. ".'(..MJ),STA. 14 +50.! 12 °C.1. PLUG (MJ) 30, 30, O
0 24k G° CA . TEE (MJ xFL),STA. 12 +48. ,
0 1 30, I 30 , 6" G.V. (FLx MJ) 12�� C.I. PLUG (MJ) 24 °x 6° C.I. TEE (MJxFL),STA. 15 +60. INT. STA. 19+08.88 a
o �. 6' C.I. PLUG (MJ) I6 °G.V.(FLxMJ) (n - l cq
a � I EX. 15 "CMP DRAIN PIPE 16 C.I. PLUG (MJ) ai
EX. 36"x 9" CMP ...... _
!/
z m DRAIN PI E - _ i'•, - N ...... ..... -�
\ I `
12"S TL. OLYMPIC PIPELINE •• °� aI � .• % I '� 72 '�1 � c�
x N / <
TOE OF. BANK I / - TOE OF BANK a
f. 1 s
41
L'.
s ND AV�' S.W.
PJ[W�N6' � D.1.. (TJ) WATER MAIN CL. - - - w.— ,k y- _ .. -r. — — — - — o-
_ _ — I I
NEW 24" D. 1. (TJ) WATER . -. MAIN CL.I
o _ v
MARSFT �u I MARSH MARSHS "x
--------- - -
o
.6 A
I i - - --- -- - FUTURE R/W
L 24 °x 12° C.I. CROSS (MJ) STA. 18 +91.
24° BTFLY VALVE (MJ) , STA. 12 +44. " 12° G V. (MJ xMJ)
I STAND. BTFLY. V. VAULT 2- 12 °C.1. PLUGS. (MJ)
16 x 24 C'.I INCREG ER'(MJ5iPE: ,SE- 3);.STA;J2 +Z8 T FL) -. -12° G.V. VAULTS
G INT. STA. 2 +08.88 / 24 "x 61' C.I_ EE (MJ
, .x , 12° D. 1. NIPPLES , 6 L. F.
16° BTFLY VALVE (MO 24 C I CROSS (MJxAJ) STA. 12+30. 16 "G. V. (FL x MA STA-18+60? SHACKLE UN4T! -
STA. 10 +08.8 I 1 -24 "BTFLY VALVES (MJXMJ }, STA. 12 +30 LT 10'
STAND. BTFLY. V. VAULT 2- STAND. BTFLY V. VAULT SURVEY STATIONING ALONG EASTERLY R / W MARGIN 6�� C. 1. PLUG (MJ) .. ..
-3d 24 "D-1. PIPE L8 L.F FUTURE FIRE HYDRANT
`— I O "I 24" D. 1. PIPE 6 L.F.
-
2- 24".C.I. PL;-'G (MJ) 24"x 6" C.I. TEE (MJxFL), STA. 21 +80
SHACKLE UNIT ...... ,... 6 °G.V.(FLxMJ)
:...: ... 6° C.I. PLUG (MJ)
' FUTURE FIRE HYDRANT
16° BT F'LY VALVE (MJ) , STA. 12 +00 ' °"' ' °' ' ' ` ' •''
P— 10 STAND. BTFLY V. VAULT
CHANNEL HORIZONTAL SCALE: 1 " =40'
LIND AVE. EXT. NOTE- WESTERLY 40' OF LIND AVE. S.W. R/W NOT AQUIR "ED
CL. iNT.STA. 11+28+88 LIND AVE. FROM S.W. 19th ST. TO SEATTLE WATER MAIN R/W
STA. 117 +05 P -10 EAST RIGHT OF WAY PLAN
25
10+00 11 +00 12 +00 13}00 14 +00 15 +00 15 +00 17 +00 18 +00 19 +00 20 +00 21 +00 221 00
- SURCHARGE LEVEL Ct +22.00 — -- -- - -- - --
20
® -- -� _ -- FINAL SUBGRADE �- +18.00'
W o
z — -
J -
r /
z U
o - -- -- ------------ - - -EX. GRADE EAST R/W 1
~ a w
15 r w -------- ----- - - - - -- ------ - - - - -- _— _-- - - - - -- 1
a 1
� m `A �/ TOP OF PIPE ELE. 14.00'
TOP OF PIPE ELE. 14.00 ,- /
NEW 16" D.I.(T J.) WA4 MAIN NEW 24° D.I. (TJ) WATER MAIN
IrWATER SURFACE
WATER ELE. 10.39 — \\ I
10- 10' yr. DESIGN \ -
IJ 1 w 0 .z.
PROP. P -10 �'�� 1p EX. CMP STORM SEWER J + t-
CHANNEL ' EX. CMP STORM. SEWER 15' PIPE N =
36 ".59 °ARCH PIPE INV. 10.49 w N
U
w N
INV. II. 19� a ~
5 BOTTOM ELE. 5.09 -- RELOCATE
NOTE: WATERMAIN X -ING OF P -10 VERTICAL SCALE: I "= 3' EU ...... AS BUILT 12 -30-76
CHANNEL WILL BE MCDIFIED PRIOR a�. �F MASy�y; nfl
0 TO P -10 CONSTRUCTION
lk
NO.i�Gp
LIND AVE. EXT. W — 192 LI.ND AVE. S. WATER MAINS
r� PROJECT
E��..�T RIGHT OF WAY PROFILE
REB OCT.20,1974
REB
AS SHOWN 277
15
J
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