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PROPOSED PARKING (TYP.) 10' PER ESMT._— EX' SATE I —EX. 14" METAL CULV.
EXIST. DRIVEWAY
3(TO BE CLOSED)
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n I I I C1043 Proposed
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(FUTURE I Ex. SEPARATION (TYP.)
EXPANSION (EXISTING 16'C I TR 0+39
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6' WOOD FENCE
15' PERM. ESMT. '
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I 1 NOTE: 0 33-23- 5 ; 20' TEMP. CONST. PERMIT 1 o FR
CONSTRUCT 6 SEWER STUB SERVICE @ 2 /o 1EX. HOUSE #18833 I TL 1 04 10 FIR
1 ( MIN. LINE & GRADE. LOCATION SHALL FIT 0065 C1044 �® E_NTR_Y_LNO_BASEMEN_�; 5x�7 8"F
I BUILDING S.S. OUTLET. THIS 6" STUB SERVICE OFFSITE ESMT. & PERMIT
1 I I SHALL BE OWNED & MAINTAINED BY THE REC. # 20100618000078 0% 8"SP
I PROPERTY OWNER. PROVIDE CLEANOUT w/ SERVE
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LOCKING LID AT 5' MIN. AWAY FROM BUILDING
MARION LEROY KELLY 20' TEMP. CONST. PERMIT
PER DETAIL S-30. SURFACE CLEANOUT TO BE 33-23- 5 ' -----� 15"PI
I INSTALLED DURING THE S.S. STUB 'S»L 15' PERM. ESMT.
I CONNECTION TO THE BUILDING. 0066 C1045 z"cE
I I I OFFSITE ESMT. & PERMIT i SERVE, 2"cE I I
I 6' WOOD REC. # 20100618000077 EX. HOUSE #18839 I EX. GR. RW
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5-355601
NOTE: TYPICAL ALL SIDE SEWER STUBS.
• SCWS DISTRICT OWNERSHIP TERMINATES
AT PROPERTY LINE.
• INSTALL TEST TEE AT PROPERTY /
EASEMENT LINE.
• DEVELOPER CONTRACTOR MAY EXTEND
BEYOND PROPERTY LINE.
(SEE STUB SERVICE CONSTRUCTION DETAIL.)
SEWER GENERAL NOTES" (REVISED09/26/01)
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SODS 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 AND ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR.
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 EXPENSE. 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.
5. 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 FORM SOOS CREEK WATER AND SEWER DISTRICT FOR EACH SIDE
SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND
ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS.
6. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER.
7. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER.
8. CONTRACTOR SHALL NOTIFY SOOS CREEK WATER AND SEWER DISTRICT AT (253) 630-9900 TO SCHEDULE A
PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING THE CONTRACTOR
SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR SOOS CREEK WATER AND SEWER DISTRICT AT
LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK.
9. CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS
MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
NOTES RELATIVE TO CONNECTION TO EXISTING FACILITIES:
1. CONNECTION TO EXISTING LINE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER AND
SEWER DISTRICT. 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE MUST BE GIVEN.
2. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.
3. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED
TO ENTER THE EXISTING SYSTEM.
4. EXISTING MANHOLE NO.1087-12 SHALL BE CORE DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING
FLOW FROM THE NEW SEWER LINE.
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�ssIONAL
FOR CONSTRUCTION
RECORDS DRAWING ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP:
KEN HAINES
REVISED BY: IZABELLA MIROCHNIK
DATE: JANUARY 3, 2011 wv�
C01"TRACTOR: GREEN EARTH ENTERPRIZES
6"PVC PIPE: 54 L.F. SDR35/ VINYL TECH.
8"PVC PIPE: 459 L.F. SDR35/ VINYL TECH.
MANHOLES: 3-48" CONCRETE/QUALITY
SERVICES: 2-ONSITE, 5-OFFSITE
ORIGINAL DRAWINGS:
SHEETS 2, 3 AND 4 NOT A PART OF CRD SET.
CRD SHEET 1 OF 1
176TH ST
SE 186TH
SE 156TH ST
SE 14rH ST IIIcn
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BASE MAP E-4
SHEET 'I OF 4
DRAWING B-261
SCANNED APR 0 2 2011