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• <br />EX. SAN <br />70P_ 912.80 <br />WV _ 665.17 + / -I <br />1 <br />09191 <br />TOP _ 912.30 <br />IN N A 907.36 <br />E _ 907.36 <br />SW A 607.96 <br />OWN <br />TOP _ 912.73 1 <br />RN W _ 907.00 <br />RN S _ 907.00 <br />12' RCP <br />SAN NH <br />_ INF. ' •19 ECINO16�6UULTX91 urns <br />�T+ -• . ,==,Tr +`t •7.-r 1 t-r . ■rr t7 <br />SAN MET <br />709_9 <br />919_ 89 <br />Co if - SON ENE <br />IN 9079 <br />SILT <br />FENCE <br />TOP <br />NV <br />913 <br />190 <br />84 <br />PROPO5ED BUILDIN5 <br />915.50 <br />PPR <br />RIDS <br />• <br />,2W <br />TOP _ 906,0 <br />919 W _ 903.50 <br />INN E _ 90269 <br />9 <br />43 <br />74 <br />74 <br />.24 <br />1 <br />UTILITY PLAN <br />I ".20' <br />ABBREVIATIONS <br />BLDG 801 <br />BM Berleh <br />G5 Catch Bash <br />Co Gloarnut <br />GONG, Goncrehe <br />ELEV Elavat4n <br />EX. Existing <br />PPE Phlshed Floor Elev. <br />HOPE HIgh Dorsky Polystherr <br />INV Invert <br />MH Manhole <br />RCP R.NNoreed Concrete P. <br />TNH Top Nut of Hytrmt <br />yTILrrf NOTES, <br />PROPOSED PLAN SYMBOLS <br />PROPERTY LINE - ••- •. -••- <br />CONSTRUCTION LIMITS - - - - - -- <br />> i <br />ii <br />STORM SEWER <br />SANITARY SEINER )> <br />CATCH BASIN/MANHOLE • <br />WATER SERVICE I 1 I <br />REDUCER <br />L COORDINATE SERVILE CONNECTION LOCATIONS AT TI! 9.01.1200 WRIT TIE 04YAW86AL CONTRACTOR PRIOR TO <br />CONSTRUCTION. NO ADDITIONAL COMPENSATION PILL EE ALLOWS; FOR UNCOORINNATED MORK . <br />2. PROTECT ALL 005f916 5TICA:TAES A/O manes PIIICII ARE NOT 8r4E7A.LED TO 6E 9844011E2. <br />S. ALL EEPER NO MATER OR015EN65 SHALL NAVE A 41900404 VERTICAL 4EMRATION OF 2 PEST AND NORIZONTAL <br />01 84 1 80 7 . 1 06 .1 . 06 4 01 1. 4 . 4 84 44 . 75 0 59 01 84 75 95 11 1 50P011 6TAIDNm6. <br />4.441 WATER MAIN SMALL EE DUCTILE IRON PIPE CLASS 52. <br />5. ALL WATER WAIN DOLL NAVE TN OF COVER OVER TOP OP MFG <br />6. SANITARY SWIM PPIN6 SHALL R SDR 95 PVC 193.'•0 MEM On6.RN6G <br />T. STORM SWI! PIPS* SHALL EE CLASS V RCP M6.ES! NOTED 0TNERP66 . <br />Mr22 4=2 <br />ALL, KEYED NOTES ARE DENOTED BY❑ ON PLAN. <br />0 REMOVE EXISTI AND INSTALL 6-INCH BY 4-INCH REDUCER AND 41-INCH DIP 40 <br />RIS AND 11414/5T MOCK. <br />❑3 INSTALL 4-INCH DIP 90 DE6REE BE3m WITH THRUST BLOCK <br />❑6 STUB NEW 4-INCH GLASS 52 DIP 5 PEET FROM BUILDING. COORDINATE EXACT <br />LOCATION AND ELEVATION WITH FR'GHANIGAL CONTRACTOR PRIOR TO START OF <br />CONSTRUCTION. <br />Q POTHOLE AND VERIFY EXACT LOCATION AND INVERT ELEVATION OF EX1511466 6-INCH <br />SANITARY 5598411 571)5. CONNECT NEIN1 4 -14014 SANITARY 5E'3"ER TO EXXISTIN S 4-INCH <br />SANITARY 5EPER WITH GLEAN OUT PER DETAIL <br />571)8 NEW 4-INCH 5DR55 PVC SANITARY SEAM 51116 5 PEET PROM 8ALDIN6 AT <br />INVERT ELEVATION 40530. COORDINATE EXAG7 LOCATION AND INVERT ELEVATION <br />WITH MECHANICAL CONTRACTOR PRIOR TO START OF CONSTRUCTION. <br />PRIOR TO START OF CONSTRUCTION, POTHOLE AND DETERMINE EXACT LOCATION, <br />INVERT ELEVATION, SIRE AND MATERIAL OF EXI5T1H6 STORM SEWER 504. 00145007 <br />STORM SEMI! TO NEW CATCH 5A5IWMAN4OLE. <br />❑j 517.0 NEW 6-INCH SORBS PVC STORM SEWER 5-PEET PROM BUILDING AT INVERT <br />ELEVATION 409)1. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH <br />MECHANICAL CONTRACTOR PRIOR TO START OP CONSTRUCTION. <br />TRUE NORTH PLAN NORTH <br />20 10 0 20 40 <br />SCALE <br />STRUCTURE <br />IDENTIFICATION <br />STRUCTURE <br />DIMENSION <br />(INCHES) <br />NEENAH <br />CASTING <br />TOP <br />ELEVATION <br />INVERT <br />ELEVATION <br />PIPE LENGTH. DIAMETER, SLOPE <br />is NEXT UPSTREAM STRUCTURE <br />EX. CB /1 <br />N/A <br />N/A <br />N/A <br />EX. STUB 907.25 <br />-5 LF. OF 12" RCP 0 1.0%. CB /2 <br />CB /2 <br />24" X 36" <br />R -3067 <br />911.60 <br />E. 907.31 <br />5 907.64 <br />6 LF. OE 12" RCP 0 1.0X, CB #3 <br />CB j3 <br />24" X 36" <br />R -3067 <br />911.70 <br />N. 907.70 <br />EX. CB /4 <br />N/A <br />N/A <br />N/A . <br />EX. STUB 907.25 <br />5 LF. OF 12" RCP 0 1.0X, CB 15 <br />CB /5 <br />24 ".X 36`. <br />R -3067 <br />912.55 <br />NE. 907.44 <br />NW. 908.11 <br />50 LF. OF 6" SDR35 PVC 0 2.0x. BLDG <br />CO /1 <br />N/A <br />N/A <br />915.5 <br />907.0 (VERIFY) <br />32 LF. OF 4" PVC SDR35 0 2.05. 5' <br />FROM BLDG. <br />I " =20' <br />0 <br />1 0 <br />UTILITY PLAN <br />��I�oi� �III61� <br />NORTH <br />Tr a Woe IRMM TO <br />WM. moo <br />R▪ R 4INI 'x'01459) <br />9 <br />J <br />