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HomeMy WebLinkAboutS-328501Q 0 0 c N I D c L x N to x N X N Q r-- N 0 n x ci x r c`V }C .n Q x i� r^� X N .0 X r- r- N r� 0 0- _X N 0 0 4 Q, a x O O N U � Q N rn M 3 _ �v N .gym • v o E� J Q.N d- o N > N x O 0 re) N C) D aN� i M .•6- L&- a x i Z Y •" l o t 11 '' a 0 to 0 0 cr z 1 COTG 01 STA.3 +20.31, 12" SS STUB USE RIM =23.2± MAT( SEE SHEET F1 ILN: C6011 CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF PIPE. NOT USED. NOT USED. DENC: (FROM W do H PACIFIC) 1. ONUMEr\ CENTERLINE OF OAKESDALE AVE. SW APPROX. TH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF iUMENT =20.97' 2. ERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH `r 'EET TOP OF MONUMENT= 19.28' (SEE SHEET C010) I-f6lir SCALE 40 0 20 40 BO 65 1 INCH = 40 FEET NOT USED. NOT USED. �g�... CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS �� LINE O POINT OF CONNECTION, IE FOR 6" LINE = 18.00. CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES. RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 do C501. CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 21.00 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS do UVSS DRAIN (SEE SECURITY PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6" SS DRAIN LINES SHALL HAVE COTG O THE END & SHALL CONNECT TO THE SANITARY SEWER MAIN USING SIDE SEWER CONNECTIONS. 3 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. lyu I Lzi . 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 do 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 1 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. Ftc) L L 202 1 Ft 4� 3. NORTH A DN w� .t, ' BY _ _ _ Da te: BY Date: I BY: I Date: IBY 3- 3z8s' o� SCANWO MAY I i 2006 0 0 Date: 4 o Y U < ao U) m U C — U w Cl) w > v --8 W Z cr Z� wQa w V- wU- w [ Z J 0 Z `� d CL Q to Q Cj) wwLU ILL 00 co 'O u Z w a: W tl W 'C Q. O J n o Q 3 cr. U w 7 W LL V *5 m •-•, c IL i Z Y •" l o t 11 '' a 0 to 0 0 cr z 1 COTG 01 STA.3 +20.31, 12" SS STUB USE RIM =23.2± MAT( SEE SHEET F1 ILN: C6011 CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF PIPE. NOT USED. NOT USED. DENC: (FROM W do H PACIFIC) 1. ONUMEr\ CENTERLINE OF OAKESDALE AVE. SW APPROX. TH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF iUMENT =20.97' 2. ERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH `r 'EET TOP OF MONUMENT= 19.28' (SEE SHEET C010) I-f6lir SCALE 40 0 20 40 BO 65 1 INCH = 40 FEET NOT USED. NOT USED. �g�... CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS �� LINE O POINT OF CONNECTION, IE FOR 6" LINE = 18.00. CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES. RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 do C501. CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 21.00 10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS do UVSS DRAIN (SEE SECURITY PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6" SS DRAIN LINES SHALL HAVE COTG O THE END & SHALL CONNECT TO THE SANITARY SEWER MAIN USING SIDE SEWER CONNECTIONS. 3 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. lyu I Lzi . 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 do 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 1 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. Ftc) L L 202 1 Ft 4� 3. NORTH A DN w� .t, ' BY _ _ _ Da te: BY Date: I BY: I Date: IBY 3- 3z8s' o� SCANWO MAY I i 2006 0 0 Date: 4 ao o �C CD Ch N