HomeMy WebLinkAboutS-345009A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON n
EXISTING 12 "0 f NE 2ND CT
C.I. WATER MAIN PER i
AS -BUILT DWG W -245
p; a
`E o
100 +65.04, 23.44' VASHON AVE NE
SEE SHEET 1111S -0 STA. LT. SEE SHEET WS -04
3
1 -5 1/4" FIRE HYDRANT ASSEMBLY
FLANGE ELEVATION -- 44-1-34 - 4 T�
'411.33 , PAD KEY MAP 3 I 1 EL= 405.25 O o°
III. W I I ( PAD 2 3 EXISTING SEWER MAIN PER AS -BUILT I ± I
Z EL.= 411.25 PAD ` S -435 TO BE REMOVED OR ABANDONED `
II) Lll, a I I I EL.= 409.25 PAD BETWEEN EXISTING S.S.M.H #3 AND - - --
EL.= 407.25 EXISTING S.S.C.O.. REPLACE WITH 263 L.F.
D 3 I ( 8 "0 PVC S.S. AS SHOWN. RECONNECT O 20' 10' O 20' 40'
ZW UNVERIFIED LOCATION OF EXISTING SIDE SEWERS PER STD PLAN I N t " =zo' HDRIZ.
3/4" WATER SERVICE 7 + SCALE: t " -t0' VERT.
JOINT UTILITY EXISTING S.S.C.O. TO BE 407. MAINTAIN UNINTERUPTED SERVICE TO
o D. I oo PER DETAIL 320.1 (TYP) REMOVED T EXISTING HOMES CURRENTLY SERVED. PAD �� 3 00
II TRENCH ? I
N \� + ._ _ _.± + E1.= 400.75
% - - -- -V ;- �-- :- .. .. °,-
IN AI
NI
MUM , ro a
1
VERTICAL DATUM: .. .. � - - HORIZONTAL SEPARATION
- .. .................. ..... ...._ .............. ... R AND SEWER VERTICAL DATUM ND 88. BTEN WATE . .. �
.. _ PROJECT BENCHMARK 8 KING COUNTY
CONTROL POIN T #6 11
3,
W PO NT ME NT103
PUBLISHED ELEVATION = 401.012 FEET. y Z
N D Ia. c701 00 G - G o5 c ^` -"� - - - _ - - _ _ �_- - ' --- J W SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
EXISTING 12 D.I. ,� - I - s 0, s s 1 c G G c - - '-' - - - = N TBM 100 - EXISTING RR SPLICE UP 0.1' ON W. FACE OF POWER POLE,
W.M. PER AS -BUILT 3 I o - - I s s'I.O3+00 S s s- ELEVATION = 411.79 FEET
DRAWING #W -245 -
° n TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
-r NE 2ND PLACE ELEVATION = 410.21 FEET
EXISTING 36" (SPU) 3 w-
W.M. APPROXIMATE _., w - - - - - ®w -EX 8 "D.L EX 8' "O.I_
LOCATION 263 - - - - -
�II I p� -363 -L.F. 8 "0
PVC S.S. S.S.M.H. J4, TYPE 1 -48 "0
STA. - 193 16 4.39, -4,24' LT.
THICKENED EDGE 103+54. 4.
EXISTING 8 "0 D . W.M. APPROXIMATE SEE SHEET RD -01
100+65.76, 11.93' PER AS -BUILT DWG EX. S.S. STUB EXISTING HYDRANT
STA. 449+66.87, 1153.90' RT. #W -505 LOCATIONS UPGRADE WITH STORTZ
1 -6" GATE VALVE (FLXMJ) S.S.M.H. #5, TYPE 1 -48" ADAPTOR IF EXISTING
STORTZ ADAPTOR IS
PER DETAIL 300.1 ON SHEET DT -06 STA 4 01+01 -68 25- LT. �0�00 NE 2ND PLACE NOT PRESENT
8 "X6" TAPPING TEE (MJXFL) 101+01.26, 3.57' 10 103+74.51, 12,32'
STA. RT.
STA 103 +73.35, 13.50' RT
STA. 103+75.75, 13.45' RT
3 -8" GATE VALVES (FLXMJ)
1 -8" TEE (FL)
SANITARY SIDE: SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
S.S.M.H.
1
412.25
406.44
402.78
S.S.M.H. #5
2
410.25
404.17
400.53
S.S.M.H. #4
3
408.25
401.81
398.35
S.S.M.H. #4
4
406.25
399.08
395.93
S.S.M.H. 4
CONC. THRUST BLOCKING
CUT -IN TEE CONNECTION PER
DETAIL 300.4 ON SHEET DT -06
! NOTES: .
. aJ M r Q u7 M^ M r7 O cp M rn a N N W co O O O r,1 b
sD o 10 Ion OD I� m m 1n a 1'9 ro a Oq
0 0 n aD 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR
rn 0 h vD� U1 d I") N OIL O� W Oj r c0 t7 to to
o m o °' o o of LO 0' a' o M1 o N o rn o a, rn rn ED o, n (Do rn 0 on ui rn TO EXCAVATION FOR THE WATERMAIN INSTALLATION.
O �F O y 0 ' O y. O ' O ' O d. O d. O M O M rn I+) M 01
a a s a a a Nj K3 M9 K9 n n
I 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT
.___._ ..... - -_- - - - -- - _._.... __...- CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL. -
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
THAT THE INFORMATION SHOWN HEREON REFLECTS THE �p,N D /r CONNECTION DETAIL SHEET DT -04. SEWER STUBS TO THE
"AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION PROPERTY LINE SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE.
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
- GENERAL CCEPTED PROFESSIONAL ENGINEERING �r - - - - ' -- 4. EXISTING MANHOLES AND MAIN TO BE ABANDONED OR
AND /OR SU EYI PRAT E ,'$I is REMOVED, IN NE 2ND PLACE. CONTRACTOR MUST MAINTAIN
SERVICE TO ALL EXISTING SEWER STUBS OFF EXISTING
t-...
1959 SEWER MAIN.
JONA7HM D. KARLE , L.S. NO. 41959 N4, yLAD
.420 DAT . /�/�9/�/ 5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES.
_...._._ ____ -_ - - -_- -- ._.. -- ____ _. -._ ._ -_..._ ._ --_ -- -___ -_ _ - - - -- -- __ - -_ -- - - - -- --- _ -.. ...- ... - ---.. ...--- -._ ..._. -- RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON _ 42_O__
PROPOSED SHEET DT -05.
GRADE 0 � EXISTIN
410
G
- - GRADE ' 41
J
- -- - _ - - - - - - - - -- - -- -- - - -- - - -- - - - - - - -- - - -- - --
-
PROPOSED O
-- -- -- -- --
STORM DRAIN
:26i
1 = w _ - I'I -
-490 _ _ -r = _ - - - -- - _ - -- - -- - -- - - - - - - -- - - - - -- --
_._ _.... __ -- - -_ C S.S. 0 S ... - 3
L.F., 8 PV _ 400
S.S.M.H. E5 t
STA. 1c1+01. 60, 2.25 T.
RIM -;#99:48• - 409.60 I(N07 FlN{�L RIM GRAD EXISTING "0 D.I. W.M. ! `��° T� '
I.E. -4688- 6 "0 IN (N 402.43
I.E. - 4BP -i8- 8 "0 OUT E) 402.19 (ASSUMED ELEVATIONS) I " =" == "; (n
390 - - - -- - - `- - -- - -- - . __ _ -- - - - -- - - - _` _ - --
- - -- - - - -- -- - - -- 390
r ( I- W =
z
-- - ( EXISTING "0 SEWER = w
S.S. 4 TYPE -48 "0 TO BE RE OVED OR U 3$�
°8 380 __ -- -1 - -� - - - - -- -- - - -__. -i - - - - -- -� - -__ ..._._._ - - -- . - - - - -- - --- - - - - -I -1----- . _. - -- - STA. 1113 +64.39, 4: 1 T. 1 ! ABANDON
F - C- - ----- -- --- - - - --
RIM = 396,66 38 .97 L`NOT FINAL RIM GRAQ� Q J -�
° ( I.E. = 1389-.89- 8 "0 IN (W N 38.48
w ( I.E. = 138'9.75';- 8 °0 bb?" 389.27
�a 100 +40 100 80 101 20 101 +60 1 102 F00 102 +40 102 +80 103--20 103 60 104 F00
o
CHECKED FOR COMPLIANCE SECOND SUBMITTAL ESM ,/31/2 N WRR NOD „", D
' M0R60Nf��' 86 `' CITY OF GLADCO DEVELOPMENT, L.L.C.
TO CITY STANDARDS 2 THIRD SUBMITTAL ESM w /22/201 1 �2C .9
DESIGNED: RO➢6DpI
3 FOURTH SUBMITTAL ESM 12/06/201 Rfx „u, ROSEWOOD HIGHLANDS GGLE:
a 4 MYLARS ESM t2/22/201 RENTON
5 CONSTRUCTION SET ESM 02/24/2011 CHELNEO pON,E INCH_ � DATUM oRAMWIS
Al ETO E INE I Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE YIIS -02
' Ce12 Working Days Before You Dig NOT ONE I x
�N SGLLE MFGRGIHCLY
1 -800- 424 -5555 N0. REVISION BY DATE APPR rPxo D sx DE
18 31
u `= Vdbee Underground Location Center
(IDWrWORWA) RENTON JOB NO.
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REVISIONS
NO.
DESCRIPTION DATE
BY
1
SECOND SUBMRIAL
am
01/31/006 2
2
THIRD SUBMTOA
am
t 0/22/2010
3
FOURM SUBMRTAL
FSM
12/06/2010
4
M M5
12/22/2010
ESM
S
DON6IRUCTWN SET
6M
02/24/2011
6
5 Buns
09/12/2011
ESM
AS BUILT MTIARS
am
10/19/2011
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JOB NO: 1352-001-006
DWG. NAME: WS -02
DESIGNED BY:
KIND
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
C
pWS-02
1 V OF 31 SHEETS