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00 `0 12' IE =14.20 (W)
Q F- 3 8" IE =14.50 (S)
>- z -° 8" IE =14.39 (E) I
W I- LiJ a 12" IE =14.12 (N)
W U m COTG,#1 f '
LL 11 2' SS STUB FOR FUTURE
USE
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EXISTING STR CTURE
RIM =24.42 -'\ \ �i oo
IE =15.81 (S)
IE =13.71 (N) S \ ,
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CONNECT TO 12" STUB ^�
INSTALLED W SW 2 \�� n \ � \ \ ------- ------------ =�
f- - - -- --
STREET. IE =1 .80 (FIELD' \ \� \ > -' PROPOSED 12° W
VERIFY) FI_- \ \, (NOT IN THIS CONTRACT -TO BE
CONSTRUCTED WITH STRANDER BLVD.)
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BENCHMARKS: (FROM W & H PACIFIC)
1. PI MONUMENT CENTERLINE OF OAKESDALE AVE. SW APPROX. 90
SOUTH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF
MONUMENT =20.97
2. INTERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH',
STREET TOP OF MONUMENT= 19.28' (SEE SHEET C010)
o I NORTHWEST CONSTRUCTION ® 425 - 453 -8380
vi RICK RIOS (FOREMAN) / JEFF NELSON (PM)
Ups SCALE
40 0 20 40 80
08
O EXPIRES 051111 bq 1 INCH = 40 FEET
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14.88 (W)
14.94 (S)
14.94 (N)
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MAIN BUILDING
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KEY NOTES:
1a- CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF
PIPE.
2a- NOT USED.
3a- NOT USED.
o- - NOT USED.
o- NOT USED.
CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS
LINE ® POINT OF CONNECTION, IE FOR 6" LINE = 18.00.
7a- CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES.
O8 - RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM
FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 & C501.
O9 CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 18.50
10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS & U'66 BRAIN (SEE SECURITY
PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT /FT. 6"
SS DRAIN LINES SHALL HAVE COTG ® THE END & SHALL CONNECT TO THE SANITARY
SEWER MAIN USING SIDE SEWER CONNECTIONS. e
C6
11 GAS SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL COORDINATE GAS SERVICE
LINE AND METER LOCATION WITH PUGET SOUND ENERGY.
12 CONNECT TO 6" SS, SEE PLUMBING FOR CONTINUATION. IE = 18.00.
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NOTES:
1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER
LINES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN
EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL
BE 5.0'.
2. FOR STORM DRAIN SEE SHEET C500 & C501.
3. NOT USED.
4. NOT USED.
5. NOT USED.
6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS.
7. NOT USED.
8. NOT USED.
9. NOT USED.
10, FOR SANITARY SEWER PIPE., INSTALLATION SEE
C62
11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO
SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION)
12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT. C610.
13. NOT USED.
14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED.
NOTE:
SS LAYOUT SURVEYED BY ESM. FOR SURVED STATION /OFFSETS,
SEE SHEET C610.
By. Date:
By. Date:
By. Date:
By. Date:
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NOTES:
1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUBLIC SEWER
LINES SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN
EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN. EASEMENT ON ONE SIDE SHALL
BE 5.0'.
2. FOR STORM DRAIN SEE SHEET C500 & C501.
3. NOT USED.
4. NOT USED.
5. NOT USED.
6. SEE SHEET C001 FOR EXISTING AND PROPOSED LEGEND AND ABBREVIATIONS.
7. NOT USED.
8. NOT USED.
9. NOT USED.
10, FOR SANITARY SEWER PIPE., INSTALLATION SEE
C62
11. CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO
SANITARY SEWER LINE(SEE SECURITY DETAILS FOR PUMP SIZE AND LOCATION)
12. FOR SANITARY SEWER SLOPES, MATERIAL, AND LENGTHS, SEE SHT. C610.
13. NOT USED.
14. SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED.
NOTE:
SS LAYOUT SURVEYED BY ESM. FOR SURVED STATION /OFFSETS,
SEE SHEET C610.
By. Date:
By. Date:
By. Date:
By. Date:
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