HomeMy WebLinkAboutS-230001STA: 3 +5713, 35' RT: STA: 2 +93.84, 35''�RT. EX SSMH
- - -- - STA: 2 +49.44, 33: RT. - _ - = 87
STA: 4 +44.42, 35' RT. SS
-STUB S.SS STUB SS TUB STA: 94 E = 143.05
STA.,- 4 +09.05, 35 RT. I.E.= 164 92 %E.= 158.32 S S 7+ 56 35' T.
RIM EL. 149.
ES . STUB 93 S S S 7 SS-SERVICE 30TEE 10.06, L SS SER 94, 0 _TEE 29' L, E = 152.70 E. = 152.5 7
BF= 180.40 SS SERVIC 41,TEE50 � S A., 4+0 .04, -12 18 1.E. _ 164.04 I.E.= 157.48 SSMH 3 - 4 "0 0 20 I 'I i I Os
STA. 4 -171._ 7 '67.35_RT_ LQT �j - -� 1. 169.18 \ STA. 2 +3782,, 4. 6 LT 20 0 20 10
g�
SSS STUB L 5 \ RIM EL. - 161.59
I.E. - FF= 183.00 STA: 1 +83. 'S 6.91' LT.
177• 9 BF= 174.00 FF= 175.0 \ LSO T 4 ` LOT 3 /. E. = 7 5 7.98 /N
/ LOT- -7 BE= 169.50 FF =17 00 FF 167,60 1.E= 151.88 OUT'
UT - -- SS SER-VICE TEE
*LOT 9 FF _ 187.20 6 \ P) BF = 163: \ \ BF= 158.6�9� 2 /. E. = 151.
FF= 189.50 BF- 178.20 S 2.0% I
BF= 180.50- 2TYP.) & MIN �� V A FF',15 O SSS TUB I k
SSMH #4 - 4 ' `" ` STA: 1 +66.26 42' RT. ; ' W
STA: 4+75.01, 77.00 RT. LOT LE= 5,2 45 MIN.
RIM EL. - 190.33 _ 5 � R) FF= 156.45 ' Z �
I.E. 176.31. IN � I o
I.E. 176.21 OU 1 / - - -�- - - 6 "0 PVC
- - -3 S = 2.0% MIN.
�.- I I
STA: 4+7702,.- 63.74' RT _ ` i 4 0 o X00 6 _ s (TYP.) & IN.
SSS STUB Ij� -_ �V v _� rn. v Fv� T 24" CODE EX. HOUSE R1� ,� I +o . 00 5 29tH PL
I.E. = 177.36: �� / N 31 f r
4 +89.26; 35' RT. E I +39.22 s A rrucK a uE s
sss sTUe LOT 9 O \ ? 2 8LF 8 "0 C 00 BLUE RUTS S 10 0% ` 1 8.43 rn _ -
9 2x� n
I.E. = 176.96 FF =7 §9.60 D. \ <F (6, A o
BE= 180.60 -- -- - _
SS sERUrc - - �_ - - - -- - - Y I Afl } /!I1
STA: 4 +7759, 8.65' RT. � I/
E TEE
_ 4
TA: 3+ 9.67' ` �� -- s LL�sd 1 LT -_ - --
SSA STUB •18, 35.11' \CJ ERU /CE -
RT. �O I. E. 18 \ \
_ 02.81 12x L LOT - - --
l.E., = 17 � �' S SER l TEE �
°0' 137LF 8" D/ SS S = 0.40%
= 168 8 778.00 �O \ �> A q \ - - - -. 9Y
i A� BF= 169.00 ` I =
PT = 5 +76.09 STA: 4+ 5' LT.
STA: 5 +17.07,' 4.81' LT. STA: 2 +9 4 35' LT. ! _
- -- -- SSS STUB // � V Jl
SS SERVICE TEE ALE 169.24 �S STUB \ \
G \ J 20' R. W DEDICATION
1. E. ns. s7 LOT 9 9 E - 158.12 L C� T 33 SSMH 2 EXTRA �.
LOT 3 9 FF =1 00 DED/ ATE BEFORE PLA
FF= 78'9.70 N LOT 30 \ Q o , SHALLOW TYPE -C-
BF =180. 70 i FF= 183.00
p FF= 186.00 STA: 2+93.28 7.3 L T BF =15 22 u ` STA: 1 +41.50, 11.56' L T.
STA: 5 +63.48, , 35' RT �l p BE= 177. BF= 174.00 SS "SERVICE T E ` LOT` I ` RIM EL. = 154.33 I o II
- TUB 1 P f ' STA: 3 +40 94 35' L T. \ L E. = i 7.58 ` FF =165.2 I. E. = 15 1.49 /N SSMH 1 I o
SSS S 5
l E 177 92 SSS STU � ` ST 2+30. O 35' L '8F= 156. \ 'I.E.= 15 1.39 OUT / yy
1.E= 16,p68\\, \ �� \ ss srue , SHALLOW TYPE B I
I. E. 153.30 \ ` STA: 0 +03.28, 10. DO L T. i
5' (TYP) - - - -- -- , - „ \ STA: 1- 8 1 35' LT. STA: 1 +66.26 6.92' _L T. RIM EL. = 155.96 f I WMS, (2)
SS H 48 \, \ \ SSS STUB \ SS SERVICE TEE
I.E. 152.22 I.E.= 151.61 %.E_= 750.84 IN
i I.E. = 1`5,0.74 OUT
STA: 5 +63.48, 5' LT l RIM EL. = 792.21 CONTRACTOR TO VERIFY.
SS SERVICE TEE m I. E. = 178.31 IN \ S 9 10, .794' LT I I I
I.E. - 17772 LOT 92 W E. = 178.21 OUT \ S ICE, TEE "EX.-5 I. F- 189.89 O L O - 2 7 \ STA: 8 +21. 58.59' T. \ ` I. . = 1.71 \ I /,
- = RIM EL. 159.73
FF -1' 8.00 SS STUB v E. = 154.19 �\
J
BF= 180.80 Z STA: +38.69, 31 ' L T. - S ,LOT �6
\ I.E. = 187. 2 FF =193.0 - -
STA: 6 +13.48, 35 ''I RT. O/ SSS TUB \ o NO I. E. = 182.04 STA: 7+3 .69, 5' RT. ` SFA:8 +54.93, 50.75' LT. N
SSS STUB o . 1. Ad�IRK END LOCATION OF SS STUB WITH V I N
N p,� SS SERVIC TEE STA:8 +21.7 5' R� SS STUB I 00 WH(-7E PAINTED POST PER SIDE SEWER WM'S (2)
1. E. = 178.36 U /• E. = 181. I
r
1 � I SS SERVIC TEE I. E. � 790.57 � � DETA /LS`SI�T 19 OF 24 � I
STA: 7 +48. 31' LT. /,E. = 78 .2.4 \
SSS STUB '\ \ . STA: 8 +54.93 5' lRT. N\ \ 2, MAINTAIN 70' HORIZONTAL, SEPARATION �"' FIRE HYD.
Do 0 % 29 /. E. = 182.44 \ 6 "0 A SS SER CE TEE BETWEEN SIDE SEWERS & WA�E1� SERVICES. I ® - V
STA: 6 +13.48, 5' LT. ,l J FF= 18700 STA: 7 +48.69, 5' R S = %MIN. f•E. = 185,33 \ X`13, LOTS 8 THROUGH 16 MAY REQUIRE INDIVIDUAL PRIVATE i m III
SS SERVIC TEE N 6 27 59 \ SS SERVICE (T .) MIN. \ SEWAGE LIFT STATIONS, DEPENDING OF ILDERS v
LE. 3 17756 *LOT 93 i I.E. = 7 .72 " c _CONFIGURATION OF NEW HOME PLANS. LIFT STATIONS °
FF 189.90 2055 \\ y ?SF�ALL BE DESIGNED IN ACCORDANCE WITH THE C/TYOF N
BF =180.9 '{ ti,- T '�8 \ \ RZVTON STANDARDS AT THE TIME OF ISSUANCE OF
STA: 6 +68.44 12'59' T' CITY OF RENTON SIDE SEWER PERMIT.
SS SERVICE TEE l 200 g STP: 8+72.03, 36.87 LT. \ ° *� WV %
I.E. = 178.110 w -1 \8 SS STUB 4. SEE SHEET 9 OF 24 FOR UTILITY TRENCH ASPHA °
I. E. 190.87 \ CROSSING ANQ PATCHING DETAILS. DRIVE /
i A 195 5' (TYR) O T 25
STA: 6 +48.51 59,06 " v EX SSMH
SSS STUB - - -. - F 193.00 \ RIM EL. = 166.23 -.
LE. = 179.20' ' -- -�� � r i SSMH 62.39, S.Op'8"0 � E. = 159.03 �a -- - - -- / �` \ `, �1\ STATION J
' / ro RIM EL. - 197.92 ® MONUMENTS TO BE INSTALLED
y 8+ 0 \1. E. = 190 \02 S 114 COR. 19 -23 -5 0
*LOT 9 4 (�1i OO 81 7.38 ` E I 5 766.00' _ CITY MON 5/1160 133b .5T ^�
I-- -- I� BENCH MARK -a� - - _ r
FF= 190.00 Y � � � 133LF 87� PV S S = 4.015% ���� B�Pt/ff- �N
BF= 181.00 cn \ CITY CONTROL MON 1160
I i I I � � S - 9.289% \ 6 "0 PVC � # N893638 "W 2659.26'(MEAS)
6 "m PVC Q ;- / - =� - - _ S = ?.0% MIN. \'\ ° S 114 COR SECTION 19 -23 -5 N8958'OB "W 2ff59.31(RENTON) SW COR. 19 -23 -5
Cr � \I'
S = 2.0% MIN. + A (TYP.� & MIN. FOUND 1/2" BRASS BUTTON W /PUNCH CITY MON y23o
& M / N. 24" CO'UER LQT 24 `\ IN CONCRETE IN CASE (7196)
p - ate\ FF =�l93.0o ELEVATION = 18.85'
24" COVER p LOT 98 \� \ \
(n \ Q
STA: 6 +65. 66.54' RT. BE= 185.00 v J po STA. 8+72.84 ,35.67' RT. ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
SSs ,STU STA: 7 +23.58 31 / r. SSS ,TUB PORTION OF SW 1/4 OF THE SE 1/4 OF SEC 19, TWN 23 N., R 5E., W. M.
I.E. 9.22 (TYP) SSS STUB I.E. =X90.66 \
10' PR1 SEWEER 1•E. = 181.23 \
ENT
CITY OF RENTON
LOT 95� LO,�-'1s2.0 MA TCHLINE oD STA: 0 +59.00 SEE sHT 16 OF 25 ZR x. � TGUMA ENGINEERS
DEPARTMENT OF PUBLIC WORKS
FF= 191.00 BF= 183.00 TO CONTINUE °�� of wash° WEST VALLEY EXECUTIVE PARK
ro STA: 7 +23.58, 5' RT. ` c VALLEY VIEW ESTA TES
BF= 182.00 ^ SSMH 6 - 4 O "d 6632 SOUTH 191ST PLACE SLUE E -102 -KENT, WA 98032
O II STA: 6 +89.74 - 53.77' R SS SERVICE TEE JJIVI�I CJ U - PHONE (206) 251 -0665 FAX (206) 251 -0625 SANITARY SEWER PLAN 1
S S STUB I.E. = 180.71 STA: 7 +94.90, 5.00' RTT, IIq I
STA 6175.40 -18.47 RT / J� 1EL179.54 STA: 6 +78.49 - 16.63' RT. RlM EL. = 795.30 8480 YI 44 PER CITY REVIEW DT /97 DESIGNED: D.O./R.O.V. DATE: SEP 1996 JOB V0.
3P I.E. = 183.75 /N E. ors t 696 -001 -951
SS SERVICE TEE ST : 6' +87.20- 55.54' RT SS SERVICE TEE S NAL 2 PER CITY REVIEW DT 2/97 DRAWN: D.O. .D. V. SCALE „ WO -No
1. E = 178.50 /. E. = 178.70 ( I.E. = 7 83. 75 INS. LOT 23
1 n CHECKED: M.T. � ° 20' 696155P7
SSS STUB FOR LOT 16 v / I.E. = 183.65 OUT FF= 192.00 e r aes e zz /z>
v / APPROVED: SHEEP: 12 OF:
_ II 1E= �79.34 N0. REVISION BY APPR. DATE 2'1
06, �?
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