HomeMy WebLinkAboutS-230005I-E. = 177.36.; 24 COvLq
N w
238LF 8 0 C Ue U TE _Tj
*LOT' I
SltA: 44-4 �.'-3 !- RT. 900 BL
Sss STUB
I.E. 176_96 FF= I k.9.6 0
BF=180.60 RECOMMENDED
Pik N Af?P1V0iiAL
8.65
V/ CE, TEE F
tZ_rA - -Z-
E. 176_ 4
VICE - -- in
J-9-142 'R �50.M
E. 75
_ys-STUB
S STA:
LOTS
SE 178. 00 J.
16 7,8 s
BF=='169 00 ,j-'37V
5 6- D..-q LT
STA: L T, 2� -35' L T /_ f
STA:
Z
STUB
SSMH EXTRA
SS SERVICE TEE '-LE. 169.24 !�ss STUB
i LO,\T 33
I. E. 176.67 1 *LOT 77 Le�-, 158.12 C, W. DEDICATION
J _20'R.1�1
;�7 C 11011
FF= 1 8�3. 70 LOT 3 FF= 16B. 00 SHALLOW TYPE '9A TE BEFORE PLA
t. LOT 30 1 11/�
ql .
8F= I 8�. 70 (a FF= 183. 00
LT, BF=15&22 STA: 1+41.50, C�o
186. 00 STA: 2+93.21l 7. 11. 56' L T.
STA: �5 i 63: 4 -3&! RT. 8, =1 BF=174-00 FE LOT 5-4�is-4,5z-
77-00 SS"SERWCE T RIM EL. P_
2+30.,
SSS STUB STA: J+ 94� 35' L T I. E. 'l-'i 7.58 \ I'dr) , _FF=165i� LE_= 5SSMH #1
I.E. 6'+5D -3 sss -z,:zl T bF=156_2_b' 1 1. E_ = j-5-P-J-9 OUT
S ! .
I.E. 16 .68 STUB )s I.-qs SHALLOW TYPE 8 II
I.E. 153.30 10.00 LT.
5' (TYP S TA: 1+83�1 35' L T' STA: 0+0,3.28, wm,s (2)
STA: 1-f-66.26, 6.92!,LT
J`7 SS
ua RIM EL. 155.06 155-1�iz
SS SERVICE TEE IN
H 48"0 s5s S'
L � 152.22
E. ,
S TA: L T 61 I.E. OUT151-oz
RIM EL. = 19L2�211q7,3
SS SERVICE TEE STA: LT. CONTRACTOR VERIFY.
I. E. Y77.12 ;�L 0 T 72 I. E. -LZB.-34- IN 177 87 Z, ", - . -_ -_
(E L7-9,� OUTJ7.7-17 ss CE 7EE
I F-
0. 8b I i FF= 1 _�q& 00 1 . RIM EL. t5
LOT 27 /,f., 1-1 "EX
'S7
FF= 189 80
18 STA: 38.69, 31' LT SSS STUB LOT 26 _9.73
S TA 7+
STA: 1 6-+- 1 J, 4- sss TUB FF= 193 00 4T LE. 5 4.19
RT. Z _A69, 5' RT
SSS (STUB oy LE. 182.0 ss STA_--4��M.4775' LT 1. MARK END LOCA77ON OF SS STUB WITH
FE STUB W4k7T� 'PAINTED POST PER SIDE SEWER
J+00-3 I _SSS
/ /.h 1.3 0
SERVICE T
LE. 178_ L E_ = 181& STA:-8, �,. X& R T, iga57 DETAILS SHT 19 OF 24 WVS (2)
SS SERVf" TEE 1. E_
�+-rz-34' RT STA: J1 LT I. E. 18 FIRE HYD.
STA: N) 2. MAINTAIN 10' HORIZOWTAL_ SEPARATION
i �SSSSTUB
�)T 2.9 i-E. = 182.44 6-0 SS SERVICE TEE BETWEEN SIDE SEWERS & WA-TER- SERVICES
V
STA: 6+ 48, 5' T S \I.E. 18bJ33
i�, L i FF-187.00 STA: 7+48.69, 5, R-h MIN. Y REQUIRE INDIVIDUAL PRIVATE SS-SER VI J. LOTS 8 THROUGH 16 MAY
SEWAGE LIFT STATIONS, DE
*LOT 1, 1 SS' SERVfCE &\ MIN. PENDING OF h�IILDERS
6 TEE P 27.59
LE. = 17% A
I I. E. 1 .72 c CONF7GURA T70N OF NEW HOME PLANS, L! STATIONS STATIONS
�z
FF=189.9
-SHALL BE DESIGNED IN ACCORDANCE WITH THE CITYOF
BF= 80.9 05
%A: 6+68.\44. 121.59' T REWTON STANDARDS AT THE TIME OF ISSUANCE OF
SE P V1 Q�
�!E' TEE Q) WV
SSS, STUB S LT CITY OF, RENTON SIDE SEWER PERMIT 72
LE. 1 200 188. W_&� 4. SEE SHEET 9 OF 24 FOR UTILITY TRENCH ASPHA[
i LE. i9a87 CROSSING AND PATCHING DETAILS.
si 195 IT 5' (TYR,) DRIVE
STA: 6+, 'i5 59 N LO T 25 EX. SSMH�
SSS STUB FF 193 00 RIM LL. = 100.Z,)
I.E. 179.201 p
I.E. = 159.OJ
SSMC 117 48"o
8+62.39, 5.00' RT STA TION
'-,,MONUMENTS TO BE INSTALLED
RIM EL 197-,1�2-il
Z�o 7
S, 8 E Rq_ n (j6. S 114 COR. 19-2.3-5
LOT 14 166. 00' LE 190.1 137.07 1JJ5,57'
�00! - CITY MON
FF=1919.,00
5
BF=181.013� 8 "o p BENCH MARK
vc S,
-W 2659.26'(MEAS.)
q, s CITY CONTROL MON #1160
15 6 �-PVC N89-56'JH
--p S 114 COR SECTION 19-23-5 N89-58'08-W 2659.31(RENTON) SW COR. 19-23 -5
6"0 PVC S RIV
S = \2- 07. MIN.
(TYP-) & MIN. BRASS BUTTON WIPUNCH
S = 2.07. Mk CITY MON #230
24 " CO COVER 24 Cdi(ER LOT 24 IN CONCRETE IN CASE (7196) �-AS BUILT BASED ON FIELD SURVEY PERFORMED
L_v FOUND 112
(TYP.) & MIN.
4:,0 T --Z ELEVATION = 18.85'
v -�-igaoo DEC. 1997
i:5,
6+65.
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D. 1.
S k,�BF 7+
' 0
8 .0
18
T f STA.-, -6 R
SS8�STUF TA.-' 70 SSS STUB
I. E. .22 10' OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R 5E., W.M.
F SSS STUB LE_ iga66 PORTION
T
L E. = 181.23
f -
-1 CITY OF RENTON
66 7-4 W TOUMA ENGINEERS, OFF PUBLIC WORKS
i o 45, \ c
.LOT 1.5 N FF= 192. 0 MA TCHLINE 0 STA: \0+51.00 SEE SH T 1-6 OF Ji O WEST VALLEY EXECU77VE PARK
FF= 19 1. 00 �2 BF= 183. 00 STA: -7472-3�.5& -5f RT. TO CONTINUE
BF= 182. 00 1 17 SZ I SSMH #6 - 48 110 &02 SOUM 191ST PIACF_ SUITE E-102 - K0VT WA 98032 VALLEY VIEW ES TA TE
STA: R SS SERVICE TEE -
- FHOW (205) 251-0665 FAX (206) 251-0625 SANITARY SEWER PLAN 1
I S S STUB LE. = 180.71 STA: 7+94.90, 5.00' RT
STA -6-1- RT JLC JEL 179. 54 kt'10 S4' STA:6+78.49-16.6J' RT RIM EL. 195 5. ncsz 9m i PER CITY REVIEW DT 7/97 DESIGNED: D.O./R.D.V. 1JOB NO.
M�' SEP 10"q
'RT SS SERVICE TEE 163-37-/-E. IN E_ 9 7 DRAWN-
SS SERVICE TEE
s LOT 23 2 PER CITY REVIEW DT 2 Ell' : V CALE1
I. E. = 178,50 IN S. L-�11 ill
:�,S 1 E�7= CHECKED.,_DATE APPROVED: SHEET: 12 OF: 24
STUB FOR LOT 16 LE 178.70 I.E. 18 65 OUT F-F= 192.00 -w _gmaf- M.T. T 20, r-.961...,
WE2 7p- 2 r I IE=(79..34 IS 3.27 NO. REVISION
dS
A
11
R @LL 157 I 3 8 24A
E
�3 4-oz
S-TA: 3+57.13, PT STA:
-ID'
�, J_��f RT
EX. SSMH
44-z, t-,q 1?
`73,
-S-qjB
�2�
Z. -Si-
Z�Ds.5 -
38
RIM EL. = 149 87
STA:
--Ss-s- STUB
RT
-
STA-'- 4-1'09.05- 35-RT.
SSS -
I. E. 1 1�--92
SSS STUB
L E. 158.32
lz� - 3
_sS S.!
STA: RT.
/. E. 743.05
LE.=
SS�S STLIB
.1. E 52- 75
_SSSLSTUB
fi
LO T/8 STA: -44-&9.4-1,
-zt � LT.
L-i'l.- 170-')'2-
STA: J+57.30, ib.-00' L, . STA: a_"� _7_2� L T'.
I. E. 152.57
9.40
FF= t8 SS' SER117Cf7
BF 180- 40 I.E.= 174.q7
TEE
-
;SS
S7FAz� 4+07.04l 12-18' � _1i
-SERVICE
I.E. I-q4.04
TEE SS SERVICE
I. E. - 757.48
I
TEE
=
SCALE: 20
STA:
-67-35-' RT.
-
S SERWCE TEE -
;
I
SSMH 1,�3 - i48"O
_4+'�11.R_
i i LOT 6
1- 169 T8
-
-17.82,
STA: 2,, 3 4. 05' L T
20
0 10
20 c, i E_
I __sSs STUB I
I.E- 177.19
T_
F 7- 18.3- 0 0
BF= 174. 00
LO77-
5
-LOT 4
LO T 3
RIM EL_ .1 jj�l. 77
LE- 1� IN
STA: 1+8,3. 5. 6.91' LT.
*LOT
___L_O
BF= 169- 50
FF=t �. 0 0
FF= 16 7.,6 0
LE- �1 OUT150m
SS SEP-VICE
I.E. 151.6
TEE
3
FF= 18 7.2 0
BF-153
BF=158.
cf)
FF= 189. 0
P.r=7
S 29-
___yp.
2
BF=180.501
I,
S5: M H /* 4 4
/ yp.
A
✓
FF=15- 0 -1
S 7 +66.26 -4-2' RT.
TA:
STA: 4-475.01, 11.00/RT.
IT , LOT I
sss 4T
I.E.= �52.45 MIN.
N
RIM ELI = 19e.
rte=
756.45
!
I. E.
1.E. 4-7&.-27 OUT176.10
S TA. . 14
SS STUB - 7---
Z
6 "m PVC
S = 2. 0% MIN.
(TYP.) & I�IN.
�
po
po
4' D i
I-E. = 177.36.; 24 COvLq
N w
238LF 8 0 C Ue U TE _Tj
*LOT' I
SltA: 44-4 �.'-3 !- RT. 900 BL
Sss STUB
I.E. 176_96 FF= I k.9.6 0
BF=180.60 RECOMMENDED
Pik N Af?P1V0iiAL
8.65
V/ CE, TEE F
tZ_rA - -Z-
E. 176_ 4
VICE - -- in
J-9-142 'R �50.M
E. 75
_ys-STUB
S STA:
LOTS
SE 178. 00 J.
16 7,8 s
BF=='169 00 ,j-'37V
5 6- D..-q LT
STA: L T, 2� -35' L T /_ f
STA:
Z
STUB
SSMH EXTRA
SS SERVICE TEE '-LE. 169.24 !�ss STUB
i LO,\T 33
I. E. 176.67 1 *LOT 77 Le�-, 158.12 C, W. DEDICATION
J _20'R.1�1
;�7 C 11011
FF= 1 8�3. 70 LOT 3 FF= 16B. 00 SHALLOW TYPE '9A TE BEFORE PLA
t. LOT 30 1 11/�
ql .
8F= I 8�. 70 (a FF= 183. 00
LT, BF=15&22 STA: 1+41.50, C�o
186. 00 STA: 2+93.21l 7. 11. 56' L T.
STA: �5 i 63: 4 -3&! RT. 8, =1 BF=174-00 FE LOT 5-4�is-4,5z-
77-00 SS"SERWCE T RIM EL. P_
2+30.,
SSS STUB STA: J+ 94� 35' L T I. E. 'l-'i 7.58 \ I'dr) , _FF=165i� LE_= 5SSMH #1
I.E. 6'+5D -3 sss -z,:zl T bF=156_2_b' 1 1. E_ = j-5-P-J-9 OUT
S ! .
I.E. 16 .68 STUB )s I.-qs SHALLOW TYPE 8 II
I.E. 153.30 10.00 LT.
5' (TYP S TA: 1+83�1 35' L T' STA: 0+0,3.28, wm,s (2)
STA: 1-f-66.26, 6.92!,LT
J`7 SS
ua RIM EL. 155.06 155-1�iz
SS SERVICE TEE IN
H 48"0 s5s S'
L � 152.22
E. ,
S TA: L T 61 I.E. OUT151-oz
RIM EL. = 19L2�211q7,3
SS SERVICE TEE STA: LT. CONTRACTOR VERIFY.
I. E. Y77.12 ;�L 0 T 72 I. E. -LZB.-34- IN 177 87 Z, ", - . -_ -_
(E L7-9,� OUTJ7.7-17 ss CE 7EE
I F-
0. 8b I i FF= 1 _�q& 00 1 . RIM EL. t5
LOT 27 /,f., 1-1 "EX
'S7
FF= 189 80
18 STA: 38.69, 31' LT SSS STUB LOT 26 _9.73
S TA 7+
STA: 1 6-+- 1 J, 4- sss TUB FF= 193 00 4T LE. 5 4.19
RT. Z _A69, 5' RT
SSS (STUB oy LE. 182.0 ss STA_--4��M.4775' LT 1. MARK END LOCA77ON OF SS STUB WITH
FE STUB W4k7T� 'PAINTED POST PER SIDE SEWER
J+00-3 I _SSS
/ /.h 1.3 0
SERVICE T
LE. 178_ L E_ = 181& STA:-8, �,. X& R T, iga57 DETAILS SHT 19 OF 24 WVS (2)
SS SERVf" TEE 1. E_
�+-rz-34' RT STA: J1 LT I. E. 18 FIRE HYD.
STA: N) 2. MAINTAIN 10' HORIZOWTAL_ SEPARATION
i �SSSSTUB
�)T 2.9 i-E. = 182.44 6-0 SS SERVICE TEE BETWEEN SIDE SEWERS & WA-TER- SERVICES
V
STA: 6+ 48, 5' T S \I.E. 18bJ33
i�, L i FF-187.00 STA: 7+48.69, 5, R-h MIN. Y REQUIRE INDIVIDUAL PRIVATE SS-SER VI J. LOTS 8 THROUGH 16 MAY
SEWAGE LIFT STATIONS, DE
*LOT 1, 1 SS' SERVfCE &\ MIN. PENDING OF h�IILDERS
6 TEE P 27.59
LE. = 17% A
I I. E. 1 .72 c CONF7GURA T70N OF NEW HOME PLANS, L! STATIONS STATIONS
�z
FF=189.9
-SHALL BE DESIGNED IN ACCORDANCE WITH THE CITYOF
BF= 80.9 05
%A: 6+68.\44. 121.59' T REWTON STANDARDS AT THE TIME OF ISSUANCE OF
SE P V1 Q�
�!E' TEE Q) WV
SSS, STUB S LT CITY OF, RENTON SIDE SEWER PERMIT 72
LE. 1 200 188. W_&� 4. SEE SHEET 9 OF 24 FOR UTILITY TRENCH ASPHA[
i LE. i9a87 CROSSING AND PATCHING DETAILS.
si 195 IT 5' (TYR,) DRIVE
STA: 6+, 'i5 59 N LO T 25 EX. SSMH�
SSS STUB FF 193 00 RIM LL. = 100.Z,)
I.E. 179.201 p
I.E. = 159.OJ
SSMC 117 48"o
8+62.39, 5.00' RT STA TION
'-,,MONUMENTS TO BE INSTALLED
RIM EL 197-,1�2-il
Z�o 7
S, 8 E Rq_ n (j6. S 114 COR. 19-2.3-5
LOT 14 166. 00' LE 190.1 137.07 1JJ5,57'
�00! - CITY MON
FF=1919.,00
5
BF=181.013� 8 "o p BENCH MARK
vc S,
-W 2659.26'(MEAS.)
q, s CITY CONTROL MON #1160
15 6 �-PVC N89-56'JH
--p S 114 COR SECTION 19-23-5 N89-58'08-W 2659.31(RENTON) SW COR. 19-23 -5
6"0 PVC S RIV
S = \2- 07. MIN.
(TYP-) & MIN. BRASS BUTTON WIPUNCH
S = 2.07. Mk CITY MON #230
24 " CO COVER 24 Cdi(ER LOT 24 IN CONCRETE IN CASE (7196) �-AS BUILT BASED ON FIELD SURVEY PERFORMED
L_v FOUND 112
(TYP.) & MIN.
4:,0 T --Z ELEVATION = 18.85'
v -�-igaoo DEC. 1997
i:5,
6+65.
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D. 1.
S k,�BF 7+
' 0
8 .0
18
T f STA.-, -6 R
SS8�STUF TA.-' 70 SSS STUB
I. E. .22 10' OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R 5E., W.M.
F SSS STUB LE_ iga66 PORTION
T
L E. = 181.23
f -
-1 CITY OF RENTON
66 7-4 W TOUMA ENGINEERS, OFF PUBLIC WORKS
i o 45, \ c
.LOT 1.5 N FF= 192. 0 MA TCHLINE 0 STA: \0+51.00 SEE SH T 1-6 OF Ji O WEST VALLEY EXECU77VE PARK
FF= 19 1. 00 �2 BF= 183. 00 STA: -7472-3�.5& -5f RT. TO CONTINUE
BF= 182. 00 1 17 SZ I SSMH #6 - 48 110 &02 SOUM 191ST PIACF_ SUITE E-102 - K0VT WA 98032 VALLEY VIEW ES TA TE
STA: R SS SERVICE TEE -
- FHOW (205) 251-0665 FAX (206) 251-0625 SANITARY SEWER PLAN 1
I S S STUB LE. = 180.71 STA: 7+94.90, 5.00' RT
STA -6-1- RT JLC JEL 179. 54 kt'10 S4' STA:6+78.49-16.6J' RT RIM EL. 195 5. ncsz 9m i PER CITY REVIEW DT 7/97 DESIGNED: D.O./R.D.V. 1JOB NO.
M�' SEP 10"q
'RT SS SERVICE TEE 163-37-/-E. IN E_ 9 7 DRAWN-
SS SERVICE TEE
s LOT 23 2 PER CITY REVIEW DT 2 Ell' : V CALE1
I. E. = 178,50 IN S. L-�11 ill
:�,S 1 E�7= CHECKED.,_DATE APPROVED: SHEET: 12 OF: 24
STUB FOR LOT 16 LE 178.70 I.E. 18 65 OUT F-F= 192.00 -w _gmaf- M.T. T 20, r-.961...,
WE2 7p- 2 r I IE=(79..34 IS 3.27 NO. REVISION
dS
A
11
R @LL 157 I 3 8 24A
E