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RIGHT OF WAY <br />-15" RCP CL III <br />RIGHT OF WAY <br />ADJUST FRAME & RING CASTING <br />18" PVC <br />877 / <br />876 <br />87�� <br />CONNECT TO EXISTING WATERMAIN <br />LEGEND <br />895 <br />Ig <br />17 LF - 6" DIP WMN <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />TRUNCATED DOMES <br />MATCH INTO EXISTING <br />BITUMINOUS TRAIL <br />OMB <br />u <br />ADJUST GATE VALVE & BOX <br />ti `END CURB <br />STA 14+34 <br />(CB 227CB 23 <br />15"RCP CLIII <br />874 <br />TA 14+33.58 <br />INSTALL 6" HYDRANT <br />& GATE VALVE <br />RCp <br />vA.- C1111 <br />• STORM SEWER CATCH <br />BASIN <br />• STORM SEWER MANHOLE <br />STORM SEWER <br />• FLARED END SECTION <br />IY STORM SEWER PIPE <br />CONCRETE CURB & GUTTER <br />DESIGN B618 <br />PEDES <br />6' <br />SEE <br />N <br />• <br />C <br />890 (es 20 <br />1 15.12 _0.5'` <br />885 <br />GIMP <br />f- PROPOSED CENTE 1LLNE GRADE <br />R -876.78. • • • ........ 11+47:04-23. 5' L....... <br />r11[ <br />[a73:15 (15") qW F:=876:50 • • • ........ <br />f�73.15 (12") E 1'873.26 {12") W <br />1--373:05 (15") iW <br />880 <br />875 <br />870 <br />m n... 1s N. 1-i N <br />m n rA m m f`: <br />+ CO- ...+ r,. a n <br />▪ w. = w <br />3103' 15" RCP CL IJI:0:0.3D% <br />) <br />31':12" RCP CL:Il1 0 037% <br />-S€€ SHFE--C4.08.... ......... . . <br />D7 <br />865 <br />FOR-STOrM LEAD ... ......... <br />▪ PROPOSE ) CENTERLIN : GRAD <br />860 i ,--E(4STING GROUND <br />co m <br />855Do� ^cc <br />12+00 <br />cCO oo <br />o <br />n 00 <br />• •Bolton & Menlc, Inc. 2018, All Rights Reserved <br />H:\RAMS\R16114473\CAD\114473C401. dwg 4/26/2018 11:20 AM <br />0 N <br />n n <br />co co <br />N N N N N <br />0. � coN nN NoN <br />Nco 'CO <br />13+00 <br />20 40 0 5 10 <br />HORZ.ITMTMTIVERT. <br />ITMTMTI <br />SCALE FEET <br />SCALE FEET <br />N N N 1p 1p CO <br />LI) N N a m ry N p N N �: <br />n N n N n N n N n N n r <br />coc coc 00 00 coco co00 • <br />14+00 <br />BOLTON 75 <br />& MENK <br />