HomeMy WebLinkAboutS-210801SCALE. 1— 20'
LOT 27 — M4" FF, = 277-1�'
L 0 T 22 — W.— F.F, = 2;-2,96
LOT 23 - M;j, F:F, = 269,25 CONTIMAM ON SHT 12 OF' 27
MATCHL INE STA 6+6-3.'71 s-EE SHT 42 cF 27
j
Nr
\16= -
cp . N - - =___
04
15* SS EASEMENT 6 FEDACCESS
+ ST-A 6-16-p-AL-RT
21 -------- -----------
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N a I 117N F.F, 267.74' 1 MIN F.F. 255.1-9 MiN F.F. 252! 72' I +0) MIN F.F. 25.5.,30' !1 A4;N F.F. 7 klIN F.F� 253.07' 1
S: -9
T4 2 2- 42- Rt�
SS
STUB
5 TA 11 38* RT.
O ST - ss lt�'SS SERVICE TEE
STA 3-59. 30' RT.
ss SER,�, lc�- 6--o Pvc r �rua ---------- 249.94 --------
2' '[,E. .56737, 6 = 2.0n."mjm I.E. - 253.14
STA 4.�59. 301RT Typ, STA S3+S78 -30'RT STA ?+25, 30- R.-
S 7t;,q Ss F- 1=
LE=25210 I.E.=249.70
Y,
Al lk
a w— IN laip v I I N
LT STA 3.99 5- LT. STA 3 +59 3 T ------
K�ENNE �W K�,Mf
5-9 5
LT E
OE�7 ENNEW, K A
STA 4.5:9, S TA R3- 5 9, 5' LT.
A I I S 2.0�.- Mil.
'2 0 SESS --S�J � -E I
SS SERVICE �!2-0 KENNE W AIVE. NE P
.4
2,nz.e -7-rF---252 4- 2-1 00 5'0Yh4
I.E, = 2f 78 3+00 +
Ir 8-0 SD 5�00 -0 �? � It Q
A T7 .'58LF 8 PVC S �8-02%:� ISSLF 8-0 1: 1
23 STA -5 26. 8.5' LT . 1 7w — -. - i-i - - 4- 139LF 8-0 PVC S
S 00*29'38� w �77A 3.29, 5' LT. 19
SID STA 1-25 LT 15-�) SD:2�
VICE TEE
4.74, 5* LT. SS SERVICE TEE
I E 94 SS SERVICE TEE
Milt --71 24a 0,7
_S9,07,
STA 4+74. 30- LT. ST,4 3+99. 3o- LT STA 3+�29, 30' LT -;TA 2.61, -1- LT
ss S LE��� SS _S7US SS S Lq�� - . , I STA 2.14;� -
6" SS SERVici-�T 4b-- SERVICE TEE
I.E.= 259-57 1. E. = 233.47 LE.- 252.44 LE = 250.88 LE - 250-JI N 00'2928 E 150.04
L N
— — — — — — — — — — — - n r -- — - - -- — — — — — — — — — — T-- u-
F - - - -ET- T z-
jy
STA -5- 2,9-&G. 12' LT- I I S-74 —3-,73 5' 1-7
I sslvjh o 4 SSI/,H • 3 SERVICE TEE ss Ise VICIF -TEE
RIM EL. = 278,28-0 1 pil✓ EL. = 26-C23 I.E. = 251 -38 J--E. 250,61
LE. = 2,64.22 IN I.E. = 261-45 IN MIN. F.F., 2,5,5.5C
24 = 2,64.12 OUT I I I.E. = 246J-35 OJT MIN. F.F- 25a33 I I
MIN F.F. 267.9-1 25 11 26 S741 1_ J.1 5* LT
27 ssul-4
R dI Ee. 25Q-23 0
.
MIN F-F. 263.24 MIN F.F. 256.7,5 MIN F.F. = 254.74 LE 4-A74 IN
LE = 43.64 OUT BENCHMARK.
R.R. SPIKE i.0' I-IF N FACE P. POLE WITH STREETLIGHT,
S. SIDE DRIVEWAY TO HOUSE as 19/7 B.M.
PAINTED YELLOW EL, = 299.73
Q)
------------ --------- -------- ------------------ ----------------
00
GIN&
N 0079'28° E 518.32' NOTE: Z
MARK END LOCATION OF -':ZS STUB WITH
WHITE PAINTED POST PER SIDE SEWER SEE SHT 13 OF 27 FOR SANITARY SEWER PROFILES
DETAILS SHT 16 OF 27
MAINTAIN ;O" HORIZONTAL 'AS- BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. NE. !/4 SEC. 5, TWN. 23 N., R. 5 E., VA/M.
SEPARATION BETWEEN
SIDE SEWERS & WATER SERVIC_S CITY OF RENTON
7ff7-c:)LjmA ENGINEERS DEPARTMENT OF PUBLIC WORKS
AS -GUILT ", �',!VZWAY LOCATIONS ARE SHOWN CORRECTED SUNSET HILLS
ON SHTS 2, 3, & 6 OF 27 IORMZRI-Y KENNY VUE
SAN,T4RY SEWER PLAN
F� r 0 a Tll E _'D DESIGNED: GJS DATE SEPT. 1991
_js-r�t".LT qz D
DRAWN.
CHECKED:
W-a/ NO. REVISION BY APPR. DATE APPROVED: SHEET. / i oF.- 2 7
IA I I I I I AI I I I A I I I A I A I AL