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SEC-17ION 21, TWP. 23 N., ROE. 5 E., W.M.
1 -EX GUY W!RE
1
\ ANCHORS
1
S 89'59'05" W 1014.64'
F 240 2 A$H 1 1 EX POWER POLES �!
\ BFF 230:2 Q _ _ - `\ �\ W /GUY WIRES '•! •O�
\\ �I� STA 19 +78.9
:FF•2402
SSCO ��BFEZ3o.2 c 1 1 ' o� SEE SHEETS S8 -S11
RIM = 230.50 1
N i 2,,- \ 1� \\ PHASE 2 FOR SEWER PUMP
CONSTRUCTION <. 1
E =2 ^8.2 \� + DETAILS
l ` - TYPICAL 6 INCH CLG "NOUT
5' MAX FROM BUILDING INT'x
er PSPL - - - -•- •-• -•� r- - 1 -TA.
SPECIAL NOTE: ^• r
PRIVATE GRINDER PUMP RE' 12ED
0• a
.. 1
"5 a
+
0
ON BASEMENT UNITS OF BUiLING 42 I r \ FF =242.2 `a, ••' EPSE � �' ( - - x'
BFF =23ti2 - RI EjSGE 4Vi4_�PFr -' o c $ \•. GFF -21
�•' yi .fF- 223.0\
` -. \ : `; t I.` ._• C` Y GFF F - F = 25. a CFF -246. 5 GF'F�244.81f 1 . _
.../ .\K • 2 11
:0
..FF = 57.5 3 ' 0
a .
I ; F. F =
25, 3.8 GFF -242.
F8F. m 223�0 FF =253.@
HC 4 18 .-Ok IE =234.0 D
1b MIN:SEPERATIO 14 GFF -274
BETWEEN 5EWEP. AN z42 FF -2230 23� � ' WATER .GF
A SSCO
237 :Q _ 20Q
STn, ac 4FF -233
SCO � \ Q`�� YYY •, ' -.t i I �I I I' I I I
i t
RIM = 237.50 `• 1 -� ; q _
E= 235.4•- _ 3
4
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f ,r
Rc
1 p
9
SSCO 4F. S -. P E
88
RIM = 242.0 = STRUC1Tt]N
IE= 237.10
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o
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IN
N^ -NERSECf10E=
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i _ ......... SYA: q6' +09:1`._. _ .GFF -255.4 v -. _ r' -_ 5$ e - - •�.. , I`
S(A.:13 ±40.5 13 _ 12 +9 3T-. FF =2E4.4 GFF -2 .4 GFF�249.4. .. L' R • ....
._
r _ _
_ FF -264. FF -258.4 -
•. - \ \\ - -c. -_- - ..�``.. t IN x �::.:
. ' ._r ,,_ _• -: -._ .. GFF- 242.0. - _ - _E - ••.+ -
,
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ti irn
A: 48FT7 5 \
EDGE OF SEATTLE CITY
LIGHT EASEMENT
:. '.` .• \ : : •' : : ��;. E� .8 , i - 1 - / FF +242.3-
cr�cff` 33 -.Q- A
GFF'.5. 10
RIM # 2
t
:
! _ t. 1 1 - _ FF =232.0 (;FF -226 0 CFF2228:0 FF- 235.0 - _
FF- 262.7: `5 I' : IE =2 ♦ J -
: -�"/ --FF- 237.4 "��FF- 235.0
_ 1I
B
35 .8 C
' - -- r ~� ti I bTA. 2 +47 - ' -. - ... .. _ ..�.... ,, i. •. .__ . _, , ti INTE`?S 2 t �r � a`` -''.
•• Ate'.....,,
•: 255.2 -. \i. !. 3T At 56 +000
B P45.2 1 0.,... -� ��,... IM.: .2 -C +.� •K. _ _ I S �'. + ...
" 0 l ti. �':� t "f` it `•;i!.
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-
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EX POWER POLE^\ S '•, t _
W GUY WIRES \• m t1 Y t
'.- EDGE OF��EA'TTt1= ARYL - -_'
LIGHT EASEgMEN
TOP 20"
x i �• ` �.
cz
Q, "c. PIPE/
s
\P . TOP 20 to t' / /
/49 4 -PTV
Tdr PIPE
y�� I � ,, � /...... .. •./ J i. I ' It / /� /�
SSMH #15, TYPE 1 -48" SS MH #21, TYPE -48"
STA. 8 +91.05, 7.8' LT. STA. 17 +65.21, 5.0' RT
ALONG HARRINGTON DR. RIM = 228.04
EDGE OF SEATTLE CITY
l > y / r RIM = 263.30 E= 219.04 8" IN)
N LIGHT EASEMENT/ \/ j, / E= 254.60 8" IN IE= 218.94 �8" OUT)
IE= 254.50 �8" OUT)
SS MH #10, TYPE 1 -48" SS MH #22, TYPE 1 -48"
' STA. 25 +75.00, 5.0 RT
SSMH #16, TYPE 1 -48" STA. 15+85.03, 4.56' RT
RIM = 259.80
/ ' - � � o STA. 64 +00, 5' RT. RIM = 241.76
r�� E= 252.08 �8° OUT) RIM = 268.10 IE= 232.80 8" IN)
! / IE= 257.55(8" IN) IE= 232.70 �8" OUT)
IE= 257.45 (8" OUT)
,:� /� SS MHN23, TYPE 1 -48"
/ be /� SS MH #6, TYPE I -48'" SS MH #11, TYPE 1 -48" SSMH #17, TYPE 1 -48" STA. 15 +07.30, 5.0' RT
° EX UTILITY ��`�, \ / I / / STA. 37 +10.63, 5' RT STA. 39 +04.38, 5' RT STA. 62 +42, 5' RT. RIM = 247.19
:VdARNT S1UrtF I I y'/ RIM = 243.55 RIM = 244.84 RIM = 277.45 E= 233.29 8" IN)
o IE- 232.94 8" IN SE)
E= 232.28 8 IN E &W) IE= 232.84 �8" OUT W) IE= 268.75 8 IN) IE= 233.19 �8" OUT)
I ✓ SS MH #3, TYPE I -48" IE= 232.18 (8" OUT N) IE= 268.65 �8" OUT)
STA. 48 +35.81, 17.13' RT SSMH #24, TYPE 1 -48"
SS MH #7, TYPE 1 -48" SS MH #12, TYPE 1 -54"
RIM = 224.33 STA. 54 +74.13, 7.10' LT STA. 40 +91.24, 5' RT SSMH #18, TYPE 1 -54" STA. 88 +86.73
IE= 214.89 8" IN RIM = 245.66 RIM= 239.73 STA. 62 +35.50, 5' RT. RIM = 245.20
IE 214.79 �8" OUT) E= 235.28 8" IN) IE= 233.87 8" OUT NW) RIM = 278.01 E= 234.52 (6" IN
' j '✓" /� IE= 235.18 �8° OUT) IE= 234.07 �6. IN) IE= 272.00 L, IN) IE= 234.35 S8" IN)
SS MH #4, TYPE 1 -48" IE= 271.90 �8" OUT) IE= 234.25 ,8" OUT)
STA. 48 +82.00, 9.0' LT SS MH #8, TYPE 1 -48" SS MH #13, TYPE I -48"
RIM = 224.94 SS MH #19, TYPE 1 -48" SSMH #25, TYPE 1 -54"
✓ r' 6 STA. 55 +76.14, 5.0 LT STA. 34 +60.00, 5' RT
E= 216.75 8" IN) RIM = 244.61 RIM = 261.07 STA. 71 +15, 5.0' RT STA. 90 +17, 5' LT
✓ IE= 216.65 �8" OUT) RIM = 240.85 RIM = 239.40
E= 235.90 (8" IN E= 252.47 (8" IN) IE= 232..15 6" IN) E= 235.00 8" OUT)
IE= 235.80 8" OUT IE= 252.37 8" OUT)
SS MH #2, TYPE 1 -48" SS MH #5, TYPE 1 -48" IE= 232.05 �8" OUT E= 235.10 �6" IN)
RIM = 216.4056, 10.09' RT ALONG0R087tD C 5.0' LT SS MH #9, TYPE I -54° SS MH #14, TYPE I -48° SS MH #20, 7'PE 1 -48" SSMH #26, TYPE 1 -48"
RIM=21.67 8" IN RIM = 238.66 STA. 31 +25.00, 5.0' RT STA, 33 +85.00, 5' LT S1'A, 45 +72.11, 14,97' RT STA. 88 +85, 5' LT
RIM = 243.18 RIM = 268.25
IE= 206.57 �8" OUT) E- 226.80 S8" OUT) IE= 237.41 6" IN E= 259,55 8" IN) RIM = 244.60 RIM =248.9
) IE= 237.24 �8" OUT) IE= 259,45 �8" OUT) IE= 235.90 8" OUT) % 239.00 6" OU
Orj IE= 226.90 8' IN) �6" IN) IE= 238.90 B" OUT)
-tea
1"-40'
n•
` e r
�`'• 1' 'd2$16' "SEX UTILITY
'%• 1 I / WARNING SIGN
/ :TOP 16" 1 /
+ ^ O.P.C.
1/ 271'
4' D.I. SEWER
FORCEMAIN
'5W
y
SPECIAL NOTE:
PHASE ONE SEWER CONSTRUCTION SHALL INCLUDE
THE INSTALLATION OF SEWER MANHOLE NO'S 2, 3, AND
4, ALONG WITH THE SANITARY SEWER PUMP STATION
AND 4' D.I. FORCEMAIN.
KEY MAP
N.T.S.
Approved Lovd*py- UFrSraw-vrt-
By ate
Ja
DEVELOPER:
ROGER NIX PAGEANTRY COMMUNITIES �►G ��Q0
2936 KENNEWICK PUCE N.E.
RENTON, WA 98056
(425) 235 -0744 W
(425) 235 -1394 FAX a
FNl_:INFER• C1 U
18215 72ND AVENUE SOUTH yr4 g
KENT, WA (425)251 2
-6222 CT7AG ENGtN��P
(425)251 -8782 FAX
CITY OF RENTON
' UEFIARTMEN -r OF= F =UgLIC WORKS
SANITARY SEWER PLAN
(NORTH PORTION)
Ksnstn on Crest Condominiums
DESIDNED MTS
110 26016 �O �2 - DATE 62000 FLE ND,
�SS7pNA LT E ENx'\�� DRAWN oww._
CHECKED RJA SCALE 1'-40' _ qELD BOOK_ I•AO
EXPIRES 2 5 02 APPROVED
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