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10 "P1
PLAY AREA AND SAND BOX
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RTS FOR SOD RESTORATION
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j SAND 4///
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FROM DAMAGE. ANY
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THE COURT .SHALL
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= ENTIRE COURT TO
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D AT THE CONTRACTORS
SETA
CENTE LI
BASKETBALL
N
COURT
LIONS CL
PARK NE ?4th �T
SSMH 13
NEW 48" SSMH WITH OUTSIDE DROP
1 90135.08
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SSMH 012 NEW 16" PVC SEWER
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NEW
LOCATION: Intersection of NE 25TH ST W C
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_ 284,90 280.88,
conc. mon. 0.4 feel in RIM - �8t99280.88
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case. 12" N =' 489278.74
1 \
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E, t ae5 i ee. ee9P 1305121.1 B
RIM - 69283.97 85
257.
mon.
t 2' S = 6 278.87
CB 2
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°z IE 12 E - 413272.72
< < I 59.42
S. ¢ IE
LAWN
SOD SHALL BE PER SECTION
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AND REPLACE WITH NEW CHAIN LINK FENCE.
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KENNYDALE LIONS PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS.
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EXISTING LANDSCAPED AREA,
10 "P1
PLAY AREA AND SAND BOX
TO BE PROTECTED.
RTS FOR SOD RESTORATION
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N CT / // -w LL CONTRACT' , LL RELOCATE
''XR fP AND WAfEk a
A ffMODATEW MA S. /ry
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- - - f / SSMH
PAY LI
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CHMARK "BM -9
Ld
ILd
NAIL IN EAST EDGE
NE GREEN PAINTED
kLL COURT 1N
UB PARK
J = 284.98'
"....2.3-Q:
`
RTS FOR SOD RESTORATION
1
COURT SHALL BE
CB 26
FROM DAMAGE. ANY
< 'x
THE COURT .SHALL
..
= ENTIRE COURT TO
N
HDA E N
D AT THE CONTRACTORS
SETA
CENTE LI
BASKETBALL
BASK BI
COURT
LIONS CL
Ld
ILd
NAIL IN EAST EDGE
NE GREEN PAINTED
kLL COURT 1N
UB PARK
J = 284.98'
4F U UW
C]WQZMJ
2(n L�O�W
g
6--PVC(SW)=275.91
162o6S. " Opp ty.
"....2.3-Q:
`
RTS FOR SOD RESTORATION
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CB 26
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SCALE 1! " =20'
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PARK NE ?4th �T
SSMH 13
NEW 48" SSMH WITH OUTSIDE DROP
1 90135.08
N 499+53i9B9 190154.1.
E r39�se4;939� x304981.88 .
RIM - 4b439284.39
IE 12" E = lf&0&279.99
S
21!
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6
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SSMH 012 NEW 16" PVC SEWER
E -�--�� 1 5117.40
+283.7
NEW
LOCATION: Intersection of NE 25TH ST W C
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SDMH IX I O NEW, 24' PVC STORM �
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✓k Edmonds Are NE 19014
- " N. 9.38
on £ t3 14.23
DESCRIPTION. 2 1e.
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6
IE 24" NW _ 258.66 7:80
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_ 284,90 280.88,
conc. mon. 0.4 feel in RIM - �8t99280.88
mona 0 feet
IE
case. 12" N =' 489278.74
1 \
/
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I co
I 11
- I^/ -, PAY LIMITS FOR SOD RESTORATION
N -- - -' _. ` 190432.18
E, t ae5 i ee. ee9P 1305121.1 B
RIM - 69283.97 85
257.
mon.
t 2' S = 6 278.87
CB 2
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°z IE 12 E - 413272.72
< < I 59.42
S. ¢ IE
LAWN
SOD SHALL BE PER SECTION
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/ 8 -02.2 OF THE SPECIAL PROVISIONS ^/ -' \
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1
I 1 1
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/ REMOVE E I:�TING CHAIN LINK FENCE �.H
IL\
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IE 12" S = f'9B:•PS':279.95
IE 4 " ": E, _ 4a F 43280.81
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AND REPLACE WITH NEW CHAIN LINK FENCE.
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KENNYDALE LIONS PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS.
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N _ I 190139.83
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/ NOTE:
u CONTRACTOR SHALL NOT DISTURB, n
THE INFIELD PORTION OF THE U
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BASEBALL
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DIAMONDI
IE . 12 ". W. 1- _4965
.............................:. - 278.90.................
9' 2
.... ......... ........... ......._......:.E.24tl.. =. 259.78 ...................
:............
II 11'
�f
II 29 LF OF 12" CPE
SD O 0.86X
x
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W I
Z
1
1 111 i II 1 '
1 1
....:..
'�. EXISTING GROUND
=
1E;14 N 46e- 4+258.78
IE' 18" f f@i P-t275.32`
N =
IE 12" giS -':6 -
------
II
LAWN I
CB
-1
11 14
NOTE: \ RIM= 283.23
CONSTRUCTION THROUGH THE KENNYDALE I �� ` I:E. 4 "PVC(E %= 281.83
LIONS PARK AND ITS PARKING LOT SHALL TAKE \ IO
1. E. 4 °PVC(S)= 281.43
PL v
1 i
PLACE IN THE LAST THREE (3) WEEKS OF \
w/
--- -- - - - -- - - -------
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...: 280
AUGUST 1998 OR AS APPROVED BY.THE ENGINEER.
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'SEE ISHE
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12" CPEP SD O'J �215�Xi
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6--PVC(SW)=275.91
162o6S. " Opp ty.
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CB 26
SCALE 1! " =20'
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SDMH 1} 10
NEW 48 SDMH
N _' " 1 0429.27
NORTH THROUGH
CITY BENCH MARK #1837
ELEVATION. 317.23 FEET CB 21
PARK NE ?4th �T
SSMH 13
NEW 48" SSMH WITH OUTSIDE DROP
1 90135.08
N 499+53i9B9 190154.1.
E r39�se4;939� x304981.88 .
RIM - 4b439284.39
IE 12" E = lf&0&279.99
S
21!
3
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6
2
6
E -�--�� 1 5117.40
+283.7
NEW
LOCATION: Intersection of NE 25TH ST W C
l
E +deb+ 305115.80
IE 12" N = 4i�b99 279.87
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= -
RIM -484 69
IE 24" S -, 258. 79 2 7.7
SSMH /12
✓k Edmonds Are NE 19014
- " N. 9.38
on £ t3 14.23
DESCRIPTION. 2 1e.
- f g,#9 2131.3Z
RIM -
IE 16 "- W - �9er3E259.22
rR
REMOVE EXISTING' CB AND
a
-
6
IE 24" NW _ 258.66 7:80
NEW 48 S MH
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_ 284,90 280.88,
conc. mon. 0.4 feel in RIM - �8t99280.88
mona 0 feet
IE
case. 12" N =' 489278.74
"
_ IE 16 N P66!sE259.42
REPLACE WITH NEW CB TYPE -1
N -- - -' _. ` 190432.18
E, t ae5 i ee. ee9P 1305121.1 B
RIM - 69283.97 85
257.
mon.
t 2' S = 6 278.87
CB 2
" _
°z IE 12 E - 413272.72
< < I 59.42
S. ¢ IE
N +g9f9+96,190i54.19
E +3e496i X61304982.20
RIM = 493-43 282.08
w
z
z
-
IE 16" S = 258.77
IE 16" NW = 258. ¢7 257.55
TYPE -'
N 1 WITH VANED GRATE
N 190155.99
o = SDMH 1/,1 /
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IE 12" S = f'9B:•PS':279.95
IE 4 " ": E, _ 4a F 43280.81
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11 7
1305 3. 2
E � +4 -5973.
N _ I 190139.83
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$
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RIM = i+ee -5 280.58
IE 12" S P,7F.e5 278.77
E �5f4493�4 1305112.17
RIM = �eg 28T.28
2 9.4......
IE . 12 ". W. 1- _4965
.............................:. - 278.90.................
9' 2
.... ......... ........... ......._......:.E.24tl.. =. 259.78 ...................
:............
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g
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........ , .
- -
....:..
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=
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IE' 18" f f@i P-t275.32`
N =
IE 12" giS -':6 -
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...: 280
W
....................................
12" CPEP SD O'J �215�Xi
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96 LF OF 24" C905 PVC SD O 6..777
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211.5
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It
IS SCHEDULE a
ALL WORK ON THIS L SHEET I
CER11�ICATiON
I AND VERTICAL
r
1 HEREBY CERTIFY THAT THE HORIZONTAL
LOCATIONS OF 'THE TOPOGRAPHIC FEATURES' SHOWN' HEREON
240:
24O
_........_.... :.,. ...,...........:...
ARE-THE RESULT•OF;A'- SURVEY: MADE- BY• ME OR- UNDER
.......... .....
. .....................
.............._......
........ ..I_.v.......
PROFILE SCALE
me DIRECTION. 1.
7 23513"
HORIZ 1
VERT. 1 ' =,10'
F.D. RING EL LS. 23813 DATE:
230:
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