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CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" 0 6 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. Q7 CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. ® CONTRACTOR SHALL INSTALL WATER LINE PER SH EET CITY SPECIFICATIONS 9 CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. 11 CONTRACTOR SHALL ABANDON EXISTING 8" CI WATER LINE IN P LAC E g CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO ALLEVIATE SOIL PRESSURES. E CONTRACTOR SHALL FILL EXISTING PIPE WITH CONTROLLED DENSITY FILL BETWEEN CONCRETE PLUGS. GENERAL CONSTRUCTION NOTES 1. ALL TYPE 1 AND 2 CATCH BASINS SHALL HAVE VANED GRATES EXCEPT WHERE NOTED ON THE PLANS 2. ALL TYPE 2 CATCH BASINS SHALL HAVE FLAT TOPS 3. ADJUST TYPE 1 CATCH BASINS TO LOCATE AT LOW POINTS, IN FLOW LINES, AND TO CLEAR EXISTING UTILITIES 4. ALL S0 PROPOSED STORM PIPE CONNECTIONS INTO POSED CATCH BASINS SHALL BE FITTED WITH A MANHOLE ADAPTER AND USE AN "A-LOK" FLEXIBLE CONNECTOR OR EQUIVALENT. SEE SPECIFICATIONS. UTILITY NOTE: THE CONTRACTOR ALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, SION AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. THE UTILITIES SHOW N ON THE PLANS ARE BASED UPON THE AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION. CHECKED FOR COMPLIANCE WITH CITY STANDARDS By: _ �' Date• --_69- 03 By: _ _ Date �= � -� By. --------------- Date: -------- BY:---------------- Date: ---- ---- REC MM D FOR APPR VAL By: ---- Date: &�1�D.2 - By: ------- --- Date: -------- By: ---------------- Date: --- ----- B Y:---------------- Date:-------- -.1 �� ,���°j �,�, Z1 u, Z 0 1 �, ZI �, Z Z Z ZZ �� AS BUILT PER CoNTRgcToR%s RECORD l0 03 NAL O CO J J O J J = J O J ? J O J J O -J O Wt. O W O Wp W W W O W MO W MOO W lu O O W M O W M O O W MO W fh O Y W •r31Z of Za� $. Za N O- Z Z Z Z& Z Z a, Z a Z Z a •L Z Z�U € EXPIRES: 7-12-2004 Q N Q \ Q \ t IQ g Q g Q Q �_ Q \ Q \ Q Q \ Q , Q O ER D 2 9 �� 9 E N°�° Fxw �� c~i�v3 �www !~;10 �w c~nc°0� �w w � �W u~i� �w t~nv3 �www F ai W Nv 3 Frw ww �� 3 �ww € N� �w N� 3 wwL �� �w c~i�v3-1 �wL N U CC - W1TE BASE SURVEY CERTIFICATION SURVEYED.S.T. sc�LE AS SHOWN HORIZONTAL- NAD 119118 983/1991 a,kCITY 6/ 18/03 CI DIY OF I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS gym: S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT FlE: OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT �►M MA rLL R EN TON PHASE 1 - MORRIS AVE. S. TO BURNETT AVE. S. PAGE: (gip i&Dsborne, Irw. OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. J.N. AT " DATUM DRAWING NO: `Xm' SCALE Planning/Building/Public Works Dept. CONSULTING ENGINEERS MA IF NOT ONE INCH 701 DEXTER AVENUE NORTH SUITE 200 I scALE ACCORDINGLY PLAN AND PROFILE STA. 34+00 TO 37+40 (END) 1E�: �, SEATTLE, WASHINGTON 96109 (206) 284-0860 SCOTT L. THOMAS L.S. 16930 DATE: 5 14 03 �� REVISION BY DATE APPR A0`�K K.E. 5 9 . . ,TWA-j% -oil .. SCANNED APR 2 2 2-, -