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HomeMy WebLinkAboutS-235101T-4 en N N _ N LlQ w w w w Lii I- J Lil w no 1121:� 00 CO H N IN o` _t} E)L - _. _. - - - -- - - -- - - ' __ - __ 3.,.39 - -. - - _ - SS ash - - - - - - - - fi 323 - - - -- ' ✓ _ _ . -- - - - - -- _ _ ��N 2 BPA EASE ' CONNECT f 1 100' 7 6.8 E t�Er ° -W � -- 5555' SJ _ _ IE 187.28 - � -1 J _ - -- __ �- �_. CD RIM 205x- O E 4680.77 -- - - -. - 5, . _ d N 4744.7 -- - N - -' IE 197.60 ` Z 2� 4872iU _ i-rl - -- (�9� - - °i f 5.73 E 472202 RlVA RFM 21 k� _¢692.32] C - ,. RIM 21 _ ' e_ �� z� S � � fi•�) iE 205.'fD ^ -- - - - _ SHACLOW - -` N- 4509 "67 SS MH SIRE 4NE `- - - _ "- i -_ 5`� !a rn 1 �E�F7i6_71)�IM 214.10 V = - - - - - T - IE 210.58 _ - FR -` - - p Lf� SS CQ N 4 25.11 p �'. ,,I i-.�-" 'x -� y —A 61 V��- -,\. - .lM 21�AP 0(E -4 4.� -2�. O � t\ -PR. - _ C It 207.22 S7 1 - v DE21 IEO ! w NN�PT. . . _ 206:01 i CCOORD­Wl—.. UP- - I cn Z 'wwp- l7 -2.Tt/ PRIVATE SANITARY SEWER UTILITY PLAN SCALE: 7' =30' SHEET NOTES 1. COMPLETE INSTALLATION OF WATERMAIN RELOCATION AND SEWER LINE RECONSTRUCTION UNDER NEW BUILDING PRIOR TO BUILDING FOUNDATION WORK. 2. OWNER TO PROVIDE NEW 15' PUBLIC WATERMAIN EASEMENT AT NEW ALIGNMENT AS SHOWN. 3. SEE DETAIL 12 /SHT C5.2 FOR TYPICAL TRENCHING FOR WATER, SEWER, AND STORM DRAIN PIPE INSTALLATION. 4. FIELD LOCATE EXISTING SANITARY SEWER BUILDING CONNECTIONS VERIFY LOCATION AND ADEQUACY OF EXISTING GREASE TRAP AND ALSO COMPLIANCE WITH CURRENT UNIFORM PLUMBING CEDE PRIOR TO CONNECTION OF EXISTING KITCHEN DRAINS. 5. COMPLETE SITE SEWER REALIGNMENT AROUND NEW BUILDING WING, TEST AND PROVIDE FULLY FUNTIONING SEWER SYSTEM FOR THE EXISTING BUILDING PRIOR TO CUTTING AND REMOVING THE EXISTING SANITARY SEWER PIPE UNDER NEW BUILDING WING. 6. SANITARY SEWER GUIDING CONNECTIONS FOR COTTAGES SHALL BE 6" DIA. PVC AT 0.02 ft /ft MIN SLOPE. 7. BUILDING CONNECTIONS FOR KITCHEN AND SEWAGE PLUMBING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD VERIFY AND COORDINATE WITH REQUIREMENTS OF SHEET NOTE 4. 8. UNLESS OTHERWISE INDICATED; SANITARY SEWER MANHOLES (MH) SHALL BE 48 "0 PER DETAIL 9/C5.2, SHALLOW SANITARY SEWER MANHOLES (SS MH) SHALL BE PER DETAIL 5/C5.2, ALL MANHOLE LIDS SHALL BE CAST IRON WITH THE WORDS "PRIVATE SEWER" CAST IN. W SHEET LEGEND SANITARY SEWER t v WATERMAIN STORM DRAIN Furl 2. z N>` Z_ _ °iV c 1 CATCH BASIN - TYPE 1 iz Z S SEWER MANHOLE ® DOUBLE CHECK DECTECTOR VALVE VAULT Z 'wwp- l7 -2.Tt/ PRIVATE SANITARY SEWER UTILITY PLAN SCALE: 7' =30' SHEET NOTES 1. COMPLETE INSTALLATION OF WATERMAIN RELOCATION AND SEWER LINE RECONSTRUCTION UNDER NEW BUILDING PRIOR TO BUILDING FOUNDATION WORK. 2. OWNER TO PROVIDE NEW 15' PUBLIC WATERMAIN EASEMENT AT NEW ALIGNMENT AS SHOWN. 3. SEE DETAIL 12 /SHT C5.2 FOR TYPICAL TRENCHING FOR WATER, SEWER, AND STORM DRAIN PIPE INSTALLATION. 4. FIELD LOCATE EXISTING SANITARY SEWER BUILDING CONNECTIONS VERIFY LOCATION AND ADEQUACY OF EXISTING GREASE TRAP AND ALSO COMPLIANCE WITH CURRENT UNIFORM PLUMBING CEDE PRIOR TO CONNECTION OF EXISTING KITCHEN DRAINS. 5. COMPLETE SITE SEWER REALIGNMENT AROUND NEW BUILDING WING, TEST AND PROVIDE FULLY FUNTIONING SEWER SYSTEM FOR THE EXISTING BUILDING PRIOR TO CUTTING AND REMOVING THE EXISTING SANITARY SEWER PIPE UNDER NEW BUILDING WING. 6. SANITARY SEWER GUIDING CONNECTIONS FOR COTTAGES SHALL BE 6" DIA. PVC AT 0.02 ft /ft MIN SLOPE. 7. BUILDING CONNECTIONS FOR KITCHEN AND SEWAGE PLUMBING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD VERIFY AND COORDINATE WITH REQUIREMENTS OF SHEET NOTE 4. 8. UNLESS OTHERWISE INDICATED; SANITARY SEWER MANHOLES (MH) SHALL BE 48 "0 PER DETAIL 9/C5.2, SHALLOW SANITARY SEWER MANHOLES (SS MH) SHALL BE PER DETAIL 5/C5.2, ALL MANHOLE LIDS SHALL BE CAST IRON WITH THE WORDS "PRIVATE SEWER" CAST IN. W SHEET LEGEND SANITARY SEWER t v WATERMAIN STORM DRAIN Furl W z z o _ Z 'wwp- l7 -2.Tt/ PRIVATE SANITARY SEWER UTILITY PLAN SCALE: 7' =30' SHEET NOTES 1. COMPLETE INSTALLATION OF WATERMAIN RELOCATION AND SEWER LINE RECONSTRUCTION UNDER NEW BUILDING PRIOR TO BUILDING FOUNDATION WORK. 2. OWNER TO PROVIDE NEW 15' PUBLIC WATERMAIN EASEMENT AT NEW ALIGNMENT AS SHOWN. 3. SEE DETAIL 12 /SHT C5.2 FOR TYPICAL TRENCHING FOR WATER, SEWER, AND STORM DRAIN PIPE INSTALLATION. 4. FIELD LOCATE EXISTING SANITARY SEWER BUILDING CONNECTIONS VERIFY LOCATION AND ADEQUACY OF EXISTING GREASE TRAP AND ALSO COMPLIANCE WITH CURRENT UNIFORM PLUMBING CEDE PRIOR TO CONNECTION OF EXISTING KITCHEN DRAINS. 5. COMPLETE SITE SEWER REALIGNMENT AROUND NEW BUILDING WING, TEST AND PROVIDE FULLY FUNTIONING SEWER SYSTEM FOR THE EXISTING BUILDING PRIOR TO CUTTING AND REMOVING THE EXISTING SANITARY SEWER PIPE UNDER NEW BUILDING WING. 6. SANITARY SEWER GUIDING CONNECTIONS FOR COTTAGES SHALL BE 6" DIA. PVC AT 0.02 ft /ft MIN SLOPE. 7. BUILDING CONNECTIONS FOR KITCHEN AND SEWAGE PLUMBING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD VERIFY AND COORDINATE WITH REQUIREMENTS OF SHEET NOTE 4. 8. UNLESS OTHERWISE INDICATED; SANITARY SEWER MANHOLES (MH) SHALL BE 48 "0 PER DETAIL 9/C5.2, SHALLOW SANITARY SEWER MANHOLES (SS MH) SHALL BE PER DETAIL 5/C5.2, ALL MANHOLE LIDS SHALL BE CAST IRON WITH THE WORDS "PRIVATE SEWER" CAST IN. W SHEET LEGEND SANITARY SEWER WATERMAIN STORM DRAIN Furl W WATER SERVICE SANITARY SEWER SERVICE o ROCK FACING /WALL { CATCH BASIN - TYPE 1 CATCH BASIN - TYPE 2 N 0 SEWER MANHOLE ® DOUBLE CHECK DECTECTOR VALVE VAULT n in WATER METER �\ WATER GATE VALVE ' FIRE HYDRANT -" CULVERT -- THRUST BLOCKING I NO2'36,'11 "W 30.00' I a ti I` S- ?3tT**OI Vie.: AIL;. PM AWROVA4. 9_ 9 0... ��7v ' BY ,_ CALL BEFORE YOU DIG 1 - 800 - 424 -5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE a 15 w Go in ( IN FEET ) `1 inch = 30 ft Taylor Engineering 1106 26196 Consultants .. , r 24224 S.E. 28th Street, Issaquah, WA 98029 oxai.£�� tel. 425- 391 -1415, fax 425- 391 -1551 EXPIRES 6/10/98 SANITARY SEWER UTILITY PLAN C3.3 �� 0 1!�L k LL 157 24)k 1