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HomeMy WebLinkAboutS-328508x N M C O c v I N M N n I a N M N u I M a N M n 1 n N M u I n M x M E N M ti 0 a M m n N 0 cpp M U N QX � N p5 M ON N aiM M F TO � m N j dM M > N M M� %OM M pro o \a / =M w� .x i� ax ___ p 4) L' .. _ .. _ -.__ o ,.� _ n -__ _ - -- , • _ - -_ - - s -- .. - - -- ss` -- U ,_ S -- - - I 49400 i O Z_ d �\ d, Z ccVO Q z wQa a w Er w u- CC -i } Z a Q ¢ lQQ Jf (n LU IL w D LL W 0 c O LL W ui W 1 Lu 0 4 S 1 TYP X LL C62 8 RI =24.13 rl J 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 to RIM= i1j3:�j I o (FALLS- IN- HOLE- J n 'E PIPE BURIED) - -- q v 4 + O a i UB C IE PER CONTRACTOR °a s Q o 4 3 a \ \ \ o � � �U a MATCHLfNE Z ° ° W SEE SHEET C601 O N QQ r m z EXISTING STR CTURE RIM =24.42 -'\ \ �i oo IE =15.81 (S) IE =13.71 (N) S \ , � v � 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.) Y \.. I� am 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 z t II 14.88 (W) 14.94 (S) 14.94 (N) s J MAIN BUILDING Sam 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. n q _� I . , y CONNECT TOI SW 11 GAS MAIN \C I � V A Y 'IL's L� ! -7 L I L-1 I- 1 l" -- 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: Q L LJ I i I I I g .1 ( ( r� r =J a� _ I L i-I d I _ J 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: Q