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EX 8" WATER MAIN CI PER RECORD
DRAWINGS
116 LF TO NEAREST INLINE VALVE FROM
POINT OF PROPOSED CONNECTION
CONNECT TO EX 8" WATER MAIN
(1) 8" COUPLING
y (1) 8" SPOOL (AS NECESSARY) s
(1) 2" TEMPORARY BLOWOFF ASSEMBLY
FOR FLUSHING/FILLING/TESTING
(1) 8" 22 1 /2° BEND (FL)
(1) 8" ADAPTER (FLXMJ)
(1) 8" GATE VALVE (FLXMJ)
W/ THRUST BLOCK
5 LF 8" CLASS 52 DI W
i
�\ (1) 8" 11 Y4 ° VERTICAL BENDS (RJ)
1 sc,�.i l THRUST BLOCKING
'---TP=394.85
62 LF 8" CLASS 52 DI W
( ') (1) 8" 45° BEND (RJ)
LC1_J1 W/ THRUST BLOCK
23 LF 8" CLASS 52 DI W----
/...�—TP=393.54
CONNECT TO 6" CLASS 52 DI
AND RESET EX FIRE HYDRANT
3 LF 8" CLASS 52 DI W
i
/ 24 LF 6" CLASS 52 DI W
PROPOSED FIRE LINE CORSSING OF EX UTILITY
TUNNEL TO MATCH REPLACED EX 6" FIRE LINE
7 LOCATION
O ! ' l(a) (1) 8" X 6" TEE (FLXMJ)---------
sue% C3.7 (1) 6" GATE VALVE (FLXMJ)
(1) 8" x 4" REDUCER (MJ)
TP=395.38 \ (1) 8" POOL (AS NECESSARY)
�— - W/ THRUST BLOCK
11
47 LF 4" CLASS 52 DI W /
\ SEE SHEET SC1.1 FOR 39
WATER PROFILE
CONNECT METER
TO EX WATER
SERVICE
H A "=10' V:1 "= 5'
m
FOR REFERENCE
395 ONLY
i1
WATER GENERAL NOTES:
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO
REFERRED 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 WATER MAIN CONSTRUCTION.
3. PRIOR TO CONSTRUCTING ANY WATER 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 WATER 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 WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL
EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE 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 WATER 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 PRECONSTRUCTION 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. CONTRACTOR TO PROVIDE TEMPORARY BLOW OFF LOCATIONS FOR NEW WATER MAIN CUBING, PRESSURE TESTING AND PURITIES.
12. NO CONNECTION TO EXISTING WATER MAINS OR WATER METERS SHALL OCCUR UNTIL AFTER SATISFACTORY WATER PURITIES HAVE BEEN
COMPLETED ON NEW WATER MAIN.
(1) 8" TEE (FLXMJ)
(1) 8" GATE VALVE (FLXMJ)
W/ THRUST BLOCK a:
sue;
401.76
7-/-DOOR.33
to 4V1 4
d °
° CONNECT TO EX
8" WATER MAIN
(1)
8" 22 1 /2°
BEND (FL)
(1)
8" ADAPTER
(FLXMJ)
°
(1)
8" GATE VALVE
(FLXMJ)
W/
THRUST BLOCK
PIS5
/
1 EX 40
<EX 8" WATER MAIN
CI PER RECORD
DRAWINGS
a° 189 LF TO NEAREST
zi INLINE VALVE FROM ^
SHEETINDEX
SHEET NO.
SHEET TITLE
C1.0
SODS CREEK WATER PLANS
C1.1
WATER DETAILS
C1.2
WATER DETAILS
VICINITY MAP
10 0 5 10 20
Scale 1"=10'
LEGEND
— — PROPERTY LINE
EX CONTOUR (INDEX)
EX CONTOUR
230 PROPOSED CONTOUR (INDEX)
231 PROPOSED CONTOUR
SPOT ELEVATION
FF 78.0 FINISHED FLOOR ELEVATION
EX BUILDING
PROPOSED BUILDING
CONCRETE PAVEMENT
a a.
ASPHALT (AC) PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
GRIND AND OVERLAY
SITE WALL
VERTICAL CURB
■❑ CATCH BASIN TYPE 1
(�1 Co CATCH BASIN TYPE 2
® AREA DRAIN
STORM DRAINAGE PIPE
FOOTING/SUBSURFACE DRAIN
STORM DRAIN CLEANOUT
0 FOOTING DRAIN CLEANOUT
• DOWNSPOUTS
FRENCH DRAIN
SSCO ss SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
(p1 SSMH
BOLLARD
FIRE HYDRANT
WATER FITTINGS
WATER SERVICE LINES
WATER METER
WATER SERVICE LINES
FIRE SERVICE LINE
FIRE SERVICE CONNECTION
ZIKnow what's below.
Call before you dig.
Dial 811
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BASE MAP
SHEET 1
R-422162 DRAWING
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SHEET 62 of 64