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HomeMy WebLinkAboutTED4003417.6EX. SSMH RIM =224.99 IE= 215.19 EXISTING ELEV. © PIPE � (TYP) SSMH 1 R/A 225.2± 8" IE 217.03 O LO 00 N N �O N N N N N N N N N CB 6 TOP 231.60 12" lE 22Z 6 220 2 )O 3 a o � as o L � m 76 a N J. q��o aC,.c of w S I v ��� Qr CL 3 Y N � 0 "' - z j� wW Ln w 32126 �v O o YN� Frs i S T ERQ) N U r a IO ONAL 3 Z BLu E LI N N EXPIRES: 5/5/08 �W 0 2007 THE BLUELINE GROUP SEWER PROFILE I SCALE: 1 "=20' HORZ.) 1 "= 5' VERT. 12" lE 22Z 00 14'-12" SO ® 3.50X EXISTING ELEV. ® PIPE � (TYP) 23O 2 3 O FINISH GRADE ® EXISTING GROUND STORM PIPE IF 0 STORM PIPE I (TYP) (TYP) — _ — — — — — — — — — — - — — — 36" AWN. j 34'-12" SD 01.009 55' 12" SO ® 1.00.@6 4" WATER ------_ O 2 2 J3 CB 4 . CB 3 _ TOP 227.62 TOP 227.96 12" lE 223.89 12" lE 223.55 CB 2 6" lE 224.39 TOP 227.4E 12" IE 223.00 EXISTING ELEV. PROPOSED FLOWLINE © PIPE (� (TYP) ELEVATION TTTYP Q n n N^ N^ V N NN NN N N DRIVEWAY PROFILE SCALE: 7 "=20' HORZ. 1 "= S' VERT. 96�12"SD ` ®3129, — — ---------------- 111'-12" SD ® 1.007. \ ,82 W/ SOLID LOCKING LID TOP 227.3t 12" IE 223.00 CB 1 W/ SOLID LOCKING LID TOP 224.4E 12" lE 219.86 12" OUTFALLI IE 218.55 W/ 5' 5z1, RIPRAP PAD O O O N O c6 � � (6O � N N N N N N N N N N N N N N N N N NO. REVISION STORM PROFILE SCALE: 1 "=20' HORZ. 1 "= S' VERT. BY I DATE ! APPR 220 210 SURVEYED: SCALE VERTICAL-N^V° 1988 PROFILES 9/13/2007 PROJECT M7NAGER: HORIZONTAL- 1983�1991 �.4 CITY OF BRAN NJ.G DARROW, PE RENTON PA l �? K VIEW S P PAGE-- OK: PROJECT ENGINEER: � PAGE. NICOLE HERNANDEZ, PE DRAWING NO: I � ONE INCH _ _� DATUM PROJECT DESIGNER: AT FULLSGScnLLE Planning/Building/Public Works Dept. LL/A L36- 1 32-SHPL 05- 1 03 JORDAN M. AL—KAHTANI IF NOT ONE INCH �/ SCALE ACCORDINGLY L N D- 2 0- 0 4 / r� 0 SHEET: S OF: 1 1 CD I R-34r1o6 5 34+-102 t7a - 34�"102