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765 <br />760 <br />755 <br />750 <br />745 <br />740 <br />735 <br />LIDAR <br />SURVEYED TOPO <br />LOCAT <br />ON F <br />PROPOSED <br />GRADE <br />a <br />LOT LINE <br />EXISTING <br />GROUND <br />I <br />5' MIN <br />_ <br />DUKE ENERGY RAN <br />W <br />/ <br />a <br />M <br />I <br />0000 <br />00 <br />PR <br />PE <br />LIN <br />TY <br />I <br />° <br />SD <br />X-ING <br />START <br />WM, 58' <br />OF RJ I <br />FROM BEND <br />a <br />—1000 <br />STA. <br />9t40._1 <br />8"x8"x8"x8„ <br />000 <br />CROSS <br />STA. <br />8+ <br />9.81 <br />/ <br />±101 LF 8" RJDIP <br />a <br />a <br />CROSS TEE MIN <br />I <br />3' OF <br />C VE <br />8' SEWER <br />CROSSING <br />LOCA ION OF 5° <br />.P862ND <br />w <br />a <br />STA.8+54.RJD8 <br />STA. <br />/.71 <br />A—LOCATIONIOF15`— <br />RJDIP BEND <br />/ <br />I <br />a <br />STA.8+66.94 <br />AP ROXIMA E L CA ION <br />OF EXISTING 8" GV #49614 <br />W <br />STA. <br />0+00. <br />0 <br />— <br />— <br />T MIN <br />a <br />±337LF <br />(CROSS <br />8" RJDIP <br />TEE TO <br />M <br />APPROXIMATE <br />LOCATION <br />A <br />.000 <br />PROPERTY <br />MIN <br />5' <br />LINE) <br />OF COVER <br />--A <br />W <br />8" WATER <br />LINE <br />— <br />-- <br />— <br />— <br />— <br />-- <br />— <br />— <br />-- <br />— <br />— <br />---- <br />— <br />_— <br />— — — — <br />±65LF8' <br />RJDIP <br />I� <br />WM <br />PR P. 8" AND 8" <br />(PROPERTY <br />MI <br />3' <br />LINE <br />F C <br />TO <br />TIE-IN) <br />W <br />U <br />a <br />WM CONNECTION1�j <br />STA. 4+37.88I <br />f.ER <br />A <br />W Op <br />L_ <br />L <br />idd <br />ll� <br />R <br />I Ax� <br />f� <br />I <br />111 <br />ln�o <br />"IN4 <br />1 <br />+1 <br />1 <br />0+100 1 +100 2+100 3+100 4+00 5+100 6+00 <br />i <br />L <br />O <br />i <br />i <br />O <br />I 0 <br />i O <br />I <br />Thrust Restraint Design for Ductile Iron Pipe (45) <br />Type of Fitting: Horizontal Bend <br />Angle of Bend: 45 deg. <br />Diameter of Bend: 8 in. <br />Laying Condition: Type 2 <br />Soil Designation: Silt 1 <br />Depth Cover: 3 ft. <br />Design Pressure: 200 psi <br />Safety Factor: 2 <br />Unit Frictional Force: 118lbs/ft <br />Unit Bearing Resistance: 132 Ibs/ft <br />Required restrained length on both sides of fitting:L = 58.0 ft <br />Polyethylene Encased L = 71.8 ft <br />7+100 <br />8+00 <br />18" RCP <br />I <br />I PROP. FH AT LOTLINE 23/24 <br />LW/ SWIVEL TEE PER DETAIL 5A, <br />6' BOC',8" GV T E OF FH <br />STA 8+66.94 & <br />8+82.71 45° <br />RJDIP BENDS <br />8"x8"x8"x8" CROSS <br />23 8"GV15'SOFRP <br />8"GV@LL21/22 <br />::�:101 LF± of 8" RJDIP WM, <br />TO CROSS TEE <br />T MIN COVER <br />S / N �/ <br />Ol�S /� e GI�Fc�f;.�i'♦i <br />oQo <br />SEAL ro*� =* �co C-29� �� <br />r :W �. <br />D °a a <br />Foo,i <br />10/16/Z3 <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH <br />CHARLOTTE WATER STANDARD SPECIFICATIONS. <br />n <br />III <br />I- <br />L <br />765 <br />760 <br />755 <br />750 <br />745 <br />740 <br />735 <br />10+QO+10 <br />CHARLOTTE <br />W TER <br />APPROVED <br />�lG�--- 11/14/2023 <br />Chris Saunders Date <br />33 <br />I \ 37 <br />PROP MH-4 <br />34 <br />i <br />j PROP MH-5 <br />X-ING W/ 20' DIP <br />CENTERED - SEE <br />J <br />GP <br />J5; <br />4" WATER METER <br />(TYP.), 1' BOC / <br />STA 9+40.71 \ <br />END 8" RJDIP WM, <br />58' FROM BEND <br />SEE PROFILE ABOVE 1U SETBACK <br />PROFILE ABOVE <br />230.03 �V <br />CABARRUS COUNTY '12' <br />\ \ \ <br />/ \ MECKLENBURG COUNTY <br />13 <br />BILLINGS FARM ROAD � <br />(TOWN OF HUNTERSVILLE MAINTAINED) PROP MH-8 \ \ <br />I 14. <br />I 15 \ \ \ \ \ <br />16 I O \ \ \ <br />J \ � <br />PROP MH-6 f\ / <br />PROP MH-7 \ / l <br />l <br />\ � l <br />�C \ <br />� � O <br />\ \ O- <br />Landworks <br />Design Group, PA <br />CREATING SPACES TO LIVE, WORK AND PLAY <br />1230 West Morehead Street, Suite 304 tel: 704-841-1604 <br />Charlotte, NC 28208 fax: 704-841-1604 <br />Page 38 <br />