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I �t t6 !- <cLn7,OoO=z 2O O ZO 2¢\ 2Z -T 07Ci0D=Z f 4 �3 �J =z 0 Ln ,- — ,=, .- � U z M a' ��— � = F O 3 6 U z � � C} !- — ,- � Z V) r ,- — a Z EXPIRES: 7-12-2004 W O H (n \ I� � U) L� -2 W O s- U) ` x W w O x I. W " W o Z E�3Lal� {Y #� WL! W L Lu LEL�WxQ (nV) a'WE ! W (nU):E ,HE W W —w0 (/?€!) IC L s IY___. —.—�U (f)�E E� _ 11 a'U SURVEYED: SCALE S.T. �A`' ND 1 W/ CITY 0 F HORIzoNuu NAD ieea/Iasi '► DESIONED: M.W. //��'-�� 77 T DRAWN: � R E N TO N IVrt119,� I& O8 or2xeg J.N ONE " 11 �,��. DATUM CONSULTING ENGINEERS M W AT FT O SCALE I Planning/Building/Public Works Dept. 701 DEXTER AVENUE NORTH SUITE 200 C NOT ONE INCH P SEATTLE, WASHINGTON 98109 <206) 284-0860 NO. REVISION BY DATE APPR D: �"`� AccoRork�v K.E. 20' 10' 0 20' 40' SANITARY SEWER NOTES (D CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SANITARY SEWER PIPE. Q 2 CONTRACTOR SHALL CORE DRILL EXISTING SANITARY SEWER MANHOLE, CHANNEL AND CONNECT NEW SANITARY SEWER PIPE USING A KOR-N-SEAL BOOT OR APPROVED EQUAL. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. SANITARY SEWER MANHOLE WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING SANITARY SEWER PIPE TO NEW SEWER MANHOLE. (4-> CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN EXISTING SANITARY SEWER PIPE. O 5 CONTRACTOR SHALL INSTALL SANITARY SEWER MANHOLE PER CITY STANDARD DETAIL BR 28 COMPLETE WITH INSIDE DROP ASSEMBLY PER CITY STANDARD DETAIL BR 18C. © CONTRACTOR SHALL ABANDON SANITARY SEWER PIPE IN PLACE BY FILLING WITH SLURRY OR OTHER CEMENT PRODUCT SUCH AS CDF. 70 CONTRACTOR SHALL ABANDON SANITARY SEWER MANHOLE BY PUNCHING HOLES IN THE BOTTOM OF THE STRUCTURE AND FILLING WITH CLEAN GRANULAR MATERIAL. SHEET NOTES: 2" GAS LINE TO BE RELOCATED BY PSE. CONTRACTOR 10 SHALL COORDINATE WORK WITH CITY AND PSE. 0 CONNECTION TO SSMH 5319-175 SHALL BE INSPECTED AND APPROVED BY A KING COUNTY REPRESENTITIVE PRIOR TO BACKFILLING. KING COUNTY UTILITY NOTES: KING COUNTY DOES NOT GUARANTEE ITS PIPE LOCATION, DIAMETER, OR INVERT ELEVATIONS. FIELD VERIFICATION IS RECOMMENDED PRIOR TO CONSTRUCTION. DATE S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT nELD80m.�04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PAGE: SEWER PLAN AND PROFILE STA, 14+30 AND 24+20 1 SHEET. 15 �: 27 ,a v- 2 9 S s 2� SCANNED MAT 0 12006 CA ,CA z Cln I) : -� 0 � *0 w lid 2 CD x> a N 0 tt- N rd 0 C 1 tt m z "�,z It ., m i \^ �i■I In