HomeMy WebLinkAboutS-398001NE 1 ❑47 SEC 2❑, T23N, R5E, W.M.
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a . I .......cn a......... ..1.79% --- -
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10+00 11+00 12+00
SE 162ND ST PROFILE DATUM NAVD ❑❑
ABAN ONED 4" AC WATER- I SCALE: HORZ. 1" = 20' VERT. 1" = 10'
(nP) I
I
� I
SERVED I
1B❑ EX 8" SEWER I I SERVED�
20 0 20
SERVED
ABANDONED 4" AC WATERS I UQIE: OLD_4" AC _
(nP) I - ABANDONED IN PLACE - - - - - - SCALE: 1 " = 20'
\ / FD MIC I I (TYP) - �- - - - - - - - -
CONC MON W/I�RASS DISC I ,
� \ DN 0.3' ti EX 6 WATER (TYP) REMOVE & RESTORE EXISTING g
- - - - - - - - - - - - - ASPHALT PAVEMENT IN ACCORDANCE o 11
ST ' , EX 8" SEWER
--w u❑w _u-w- -W W_W=W N- w - �N� N ?ICI KIT W� BRASS DISC- - - - _ WITH CITY OF RENTON REQUIREMENTS '�'
----------------
706 www-w-w-W-W-W- WW Www- - _
ti I E 1305087.02 10+50 SE 162ND ST SAWCU_T__LI_NE- , I _T W SSMH W -W W W w w-W_W_
�- - - S88° 29 38.90E 11+00 00- 11+50 I' 'I 12+00 N RIM-483.43
2 MH#1299-11 l �l 1 'F50 CTR CHAN=469.43 13+00
i I I SET REBAR/CAP "15025" 4 i ; 0 ss ss� �-
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\_EX 8" SEWER
11 ❑ EX 8 SEW I � _)-
- - - - - -- J,� / O c I EX MH #62-11
EX,w ` I ' RIM = 483.41
RI MFi 2 a a� � I / / � � I� , , ,� CTR CHAN = 469.43
SERVED CTRRCHARN=4 7 I 28"FI 28 FI TU F�T33bffiG 8 8'FIR 3 'FIR 3C"FI II I i EX 6"
SS STUB
L' � I 18"F R I I �
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a� QI \� IE 476. 0 I I SET\P�C
o W/ WASHER "15025
I FIELD`LOCATE EX 6" SS STUB FOR
° = o I I I SERVED LOT 1 BLDG. CONNECTION
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T.L. 2+68+37' X 7.5
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FIELD LOCATE EX 6" SS STUB
FOR
LOT 4 & 5 BLDG. CONNECTIO
S
(APPROX. 6 FT DEEP, IE 473.
f).
PROVIDE 6" WYE AND VERIFY
E
°
479.64
PRIOR TO CONSTRUCTION
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FIELD VERIFY LOCATION
AND
CONNECT TO EX " SS
CORE DRILL AND CON
ECT
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6" PVC IN NIW & NE
8' OUT S
CTR CHAN=471.95
EX MH #62-79
RIM = 479.35 °
6" PVC IN NW & NE 8" OUT S a
CTR CHAN = 471,r�
RIM=4 9.04
" PIP S=4 6.64
g EX 8" SEWER H
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LOT 2 BLDG. CONNECTION
PROPOSED IE 477.00 PROPOSED BLDG.
EST. FF = 481.60f HOUSE I (TYP)
�) (TYP) LOT 2 I LOT 1
22"DEC (� EST. FF = 482.50t
EST. FF = 483.50f
� \ T
16"DEC STUB FOR LOT i F 83.13 ! I I PROPERTY LINE
/ CONNECTION ✓ i i� I it 204 14TH AVE SE
IE 474.00
CEL # 0088000286 i1
i� LOT SHORTPLAT I 1 SEE CITY OF RENTON
i FF=483.07 #
LOT 4 ON -SITE DEVELOPMENT �
PLANS FOR DRAINAGE
12" CONC PE EST. FF = 480.5 STUB FOR LOT 51BLDG.
IE= 477.3 i IMPROVEMENTS
� -_ ----tOT 5-BL�6.--��! � °-° CONNECTION I I�
CONNECTION - -- 1E-476.00
JE 474.00 �e
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EST. FF = 480.50f
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SET REBAR/CAP "15025" ���------- �� \
16220 114TH AVE SE `
IE ' CON476.9E P�ERVED PARCEL # 0088000281 / I \
SET REBAR CAP "15025"
CONC PIPE
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11427 SE 162ND ST
PARCEL # 0088000260
Know what's below.
Call before you dig
SEWER GENERAL NOTES
1. ALL WORK SHALL BE 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 PLANS 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 UTILITIES
SHALL BE LOCATED.
4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE 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 BILL 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 BY 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 BE 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 MH #62-11 AND MH #62-79 SHALL BE CORE DRILLED AND RE-CHANNELIZED 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 SOOS
CREEK WATER AND SEWER DISTRICT FOR WATER SERVICE REQUIREMENTS AND
PERMITS.
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 E SURFACE RESTORATION
F-4
SEWER DETAILS
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SE 162ND STREET
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PLAN REVIEW ❑04-12 ❑❑ SHEET 1 of 4
DRAWING B.280
S-398001