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ES. SAN N <br />TOP - 912.80 <br />90 - 686.17 <br />0091 <br />1Q - -,230 <br />144! N 907.86 <br />NV E - 907.89 <br />SW - 907.86 <br />CON <br />TOP 9 912.76 <br />9N N . 907.00 <br />944 5 . 907.00 <br />2' RCP <br />9w 1.54 <br />TOP - 9 <br />644- E9 <br />9,3 <br />9064 <br />261 <br />55991 <br />TOP - 908.0 <br />944 5 - 90330 <br />944 E - 90239 <br />91 <br />45 <br />74 <br />74 <br />.24 <br />24 <br />r <br />ca <br />11. <br />7.1 <br />9L1 FENCE <br />r. <br />(IH _\ <br />• <br />SUN <br />72P <br />WNSIRIIC00N <br />5905 <br />911.04 <br />901.25 <br />UTILITY FLAN <br />1. -20 <br />ABBREVIATIONS <br />BLD6 <br />BM <br />CB <br />GO <br />GONG. <br />EF/ <br />EX. <br />Pre <br />HOPE <br />INV <br />MH <br />RCP <br />TNH <br />Bulldog <br />Ben6h Mark <br />G0toh Eosin <br />Gleatout <br />Concrete <br />Elevation <br />ExlstV9 <br />rinehed Ploor Elev. <br />High Density Polyethene <br />Invert <br />Manhole <br />RoMoread 6orlcrete Pepe <br />To Nut. of Rs :front <br />PROPOSED PLAN SYMBOLS <br />PROPERTY LINE - ••- •• -••- <br />CONSTRUCTION LIMITS - <br />SEWER <br />SANITARY SEAM )) <br />CATCH BASIN/MANHOLE <br />WATER SERVICE 1 i <br />REDUCER <br />■ <br />1 1 <br />vrnLITT' NOTES. <br />1. COORDINATE 3OMQ CONl6T06 4. 6AT,ON6 AT T E 501.0166 417/1 M MWIAWGAL CONTRACTOR PRIOR TO <br />00687R10TON NO 9905ITIa4AL COMPENSATION WILL 00 ALLCreD FOR 4.90.0 907INATm WORK <br />2. PROTECT ALL 50971146 51181.1011.119.155 AND 9TILR155 r81IC11 AIR NOT SC CDILOD TO BE REMOVED. <br />S. ALL Ed•GR Alm WATER 560961666 SIM4L HAVE A 44949 4 VORTICAL SEPARATION OP 2 PST AND 604155674.4. <br />SEPARATION OP 10 PST. POLLOW ALL MMAL1H DE6A4RN0 STA/OATt06. <br />4. ALL RATER MAIN SHALL R' DLGTLE IRON PIPE CLASS 52. <br />5. ALL WATER MAIN SHALL HAVE 13 or 00401 OVERTOP Or PIE. <br />6. SANITARY SUER PIPIN6 66.04.4. B SCR SS PVC. LACERS NOSES 05ERINISE <br />T. STORM 0B`ER 0401446 SHALL 55 04.456 V RCP 194.4.93 NOTED 0794599E <br />KEYCD NOTES <br />ALL KEYED NOTES ARE DENOTED BYO ON PLAN. <br />2j REMOVE EXISTING PLUS AND INSTALL 6 -INCH Bt' 4-INCH REDUCER AND 4-INCH PIP 90 <br />DEGREE BEND AND THRUST BLOCK <br />27 INSTALL 4 -INGh4 DIP 90 055REE BEND WITH THRUST BLOCK , <br />© STUB NEW 4-INCH CLASS 52 DIP 5 PEET PROM BUILDINX.. COORDINATE EXACT <br />LOCATION AND ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO START OP <br />CONSTRUCTION. <br />Q POTHOLE AND VE RIPY EXACT LOCATION AND INVERT ELEVATION OP 9X1511445 6 -INCH <br />SANITARY SERER STUB. CONNECT NEW 4-INCH SANITARY SEWER TO 0X45T1N6 4 -INC14 <br />SANITARY SEWER WITH CLEAN OUT PER DETAIL <br />23 STUB NEW 4-INCH 5DR55 PVC. SANITARY SEWER STUB 5 PEET PROM BUILDING 4.7 <br />INVERT ELEVATION 90650. COORDINATE EXACT LOCATION AND INVERT ELEVATION <br />WITH MECHANICAL CONTRACTOR PRIOR TO START OP CONSTRUCTION. <br />© PRIOR TO START -OP CONSTRUCTION, POTHOLE AND DETERMINE EXACT LOCATION, <br />INVERT ELEVATION, SIZE AND MATERIAL OP 5X1571146 STORM SEWER VMS. CONNECT <br />STORM SEAM TO NEW CATCH BASIWMANHOLE. <br />❑T 571)8 14EN 6 -46044 5DR55 PVC STORM SEWER 5-FEET PROM BUILDING AT INVERT <br />ELEVATION 90911. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH <br />MECHANICAL CONTRACTOR PRIOR TO START OP CONSTRUCTION. <br />R TA <br />TRUE NORTH PLAN NORTH <br />20 10 0 20 <br />SCALE 1 = 20' <br />STRUCTURE <br />IDEN I1FICATON <br />STRUCTURE <br />DIMENSION <br />(INCHES) <br />NEENAH <br />CASTING <br />TOP <br />ELEVATION <br />INVERT <br />ELEVATION <br />PIPE LENGTH, DIAMETER. SLOPE <br />& NEXT UPSTREAM STRUCTURE <br />EX. CB j1 <br />N/A <br />N/A <br />N/A <br />EX. STUB 907.25 <br />5 LF. OF 12' RCP 0 1.0X, CB 0 <br />CB j2 <br />24" X 36' <br />R -3057 <br />911.50 <br />E. 907.31 <br />S 907.64 <br />6 LF. OF 12- RCP 0 1.0X, CB #3 <br />CB #3 <br />24" X 36" <br />R -3067 <br />911.70 <br />N. 907.70 <br />EX. C9 #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 j5 <br />CB j5 <br />24 -.X 36 ". <br />5 -3067 <br />91255 <br />NE. 907.44 <br />NW. 905.11 <br />50 LF. OF 6" SOR35 PVC 0 2.05, BLDG. <br />CO j1 <br />N/A <br />N/A <br />915.5 <br />907.0 (VERIFY) <br />32 L.F. OF 4- PVC SDR35 0 2.05. 5' <br />FROM BLDG. <br />40 <br />