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! RECORD DRAWING
AS�� INFORMATION ADDEQOBY
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T2E�5�4 REPRESENTS THE RESU TS OF A SURVEY
LN
CONDUCTED IN JULY, 20 8 490
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RECORD DRAWING
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PROPOSED TOP OF CURB
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ELEVATION
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-EX GRADE AT ROADWAY
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OGRE DRILL AND
CONNECT TO Ex SSMH
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RECHANNEL MH
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470
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i ! SCALE- HORZ. 1' = 20' VERT. 1" =
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■ ABANDONED IN SCALE: 1 " _ 'r;'
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ASPHALT PAVEMENT IN ACCORDANCE Ex 8" SEWER
CQL�G.QHI91aINT_Wf BRASS DISC 11
70t�84 $S� _- INirf 1 CITY OF RENTON REQUIREMENTS - - - -
-�.-� - E 1305087.02
SAWC
SE 162ND ST _
10+50 UT I ENE
11+00 11+50 12+40 - �-
- MH#1299-1, SS 12+50 l T,3+00
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EX 8" SEWER 52
B Ex 8" SEWER
W - - - �' a - - EX MH #62-
1111
F=X.MH _��__—__
SERVED Rpr;i= - A2 c I ` - - - - - �� _� _ — _ _ _ _ - --1 CTR CHAP! = 469-43
CZRF=Cf�r Iii.i=4.6��02 _,..FIR �.5TUB rm.oT 3 BL`DG--`" — — - -- - — - — —
! CONNECT10,N EX 6° SS STUB
FIELD :LOCATE EX 5" 55 STUB FOR
SERVED LOT 1 'BLDG. CONNECTION
IE 473.5±
T.L. 2+68+37' X 7.5
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NOTE; IDLI[ 4" AO
BANDONED 14, PLACE
I" (TYP)
1 EX 8" �w R (TYP)
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hl
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311,
FIELD LOCATE EX 6" SS STUB, FOR
LOT 4 & 5 BLDG- CONNECTIOILS
(APPROX. 6 FT DEEP, IE 473. ±),I
PROVIDE 6" WYE AND VERIFY IE
PRIOR TO CONSTRUCTION
FIELD VERIFY LOOATTON, AND _�.
CONNECT TO EX 0" SS
CORE DRILL AND CONNECT -
TO EX SSMH, RECHANNEL 4
IE 472.00
EX MH #62-79
RIM = 09.35
6" PVC IN NW&NEB°OUT S
CTR CHAN
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UEX 8" SEWER'
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SEWER BUILT PER PLAN
11+00
SE 162ND ST PROFILE
! LOT 3 I 2 BLDG. CONNECTION �
I EST. FF - 481.50± PROPOSEQ IE 477-00 PROPOSED BLDG.
j - HOUSE (TYP) j
11427 SE 162ND ST
(TYP) LOiT 2 LOT 1 PARCEL 0088000260
EST, FF = 482.50±
EST. FF = 483.50±
STUB FOR LOT 1 BL r ,- . -
CONNECTION !: PROPERTY LINE �.
4 I 1fi204 14TH AVE SE
1 IE 474.00
PARCEL # 0088000280
j v -_ _ - - 5 LOT SHORTPLAT # SEE CITY OF RENTON
ON -SITE DEVELOPMENT
LOT � ;•.: � ,
EST. FF - 480.54 ,\
r _ - - - STUB FOR LOT 5 BLDG. PLANS FOR DRAINAGE
IMPROVEMENTS f
CONNECTION II
--� - - -_ - CONNECTION - IE 476.00
-- _3E _474,00
94
1
1
! EST. FF = 480.5D+
` - - _7 E.
2" 16220 114TH AVE SE
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It-� SERVED PARCEL # 0088000281
IE=476-58
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SEWER GENERAL NOTES
I. ALL WORK SHALL HE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK
WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT".
2- THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR
SUBDIVISION PLAINS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN
CONSTRUCTION_
3- PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE
CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTIL>- ES
SHALL BE LOCATED.
4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL 6E MADE AT THE
DEVELOPER'S/CONTRACTOR'S EXPENSE.
5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO
THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6, NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION
OF THE HILL OF SALE AND ALL EASEMENTS, OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT
FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL
NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR
INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS
PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS SY THE
DEVELOPER/CONTRACTOR
9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE
A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION
MEETING, THE DEVELOPER/ CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE
AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK-
10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET
PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN
ADVANCE.
11. CONNECTION TO EXISTING SEWER MAINS SHALL HE MADE ONLY WITH THE WRITTEN APPROVAL
OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS)
ADVANCE NOTICE.
12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.
13. ALL WATER AND OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND
SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM,
14. EXISTING MIT #62-11 AND MH #62-79 SHALL BE CORE DRILLED AND RE-CHANNELIZEO AS
REQUIRED TO RECEIVE INCOMING FLOW FROM NEW SEWER.
NOTES
1. ' FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR
TO CONSTRUCTION.
2. THIS PLAN IS FOR SEWER D.E. (DEVELOPER EXTENSION). CONTACT SODS
CREEK WATER AND SEWER DISTRICT FOR WATER SERVICE REQUIREMENTS AND
PERM ITS.
3. REFER TO SHEET 4 FOR APPLICABLE SOOS CREEK WATER AND SEWER DISTRICT
SANITARY SEWER DETAILS.
SHEET INDEX
SH.NO.
DESCRIPTION
1
SEWER PLAN AND PROFILE NOTES
2
CONSTRUCTION PROVISIONS
3
MATERIALS SURFACE RESTORATION
MSEWER
DETAILS
PROJECT SITE
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VICINITY MAP BASE MAP
PLAN REVIEW 04-12 SHEET 1 OF 4
GIR,A W NG B-288
S-398005