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BEGIN S.A.P. 139-1)9-006 <br />STA 0+70 <br />895 <br />890 <br />885 <br />CONC <br />ADJUST FRAME & RING CASTING <br />BUNKER LAKE <br />BLVD TYPICAL <br />SECTION <br />ADJUST GATE VALVE & BOX <br />1 <br />ADJUST FRAME & RING CASTING <br />na <br />10' <br />1 SEE SHEET C4.04 <br />PROTECT LIGHT POLE <br />PEDESTRIAN RAMP <br />6" THICK (TYP) <br />SEE SHEET C5.01 <br />15' RCP CL III <br />PUMA ST <br />TYPICAL SECTION <br />LEGEND <br />RIGHT OF WAY <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />TRUNCATED DOMES <br />CONCRETE APRON (TYP) <br />au - DU Ou <br />`GRAVEL SURFACING, <br />MATCH EXISTING <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 />VPI2+05.00 <br />ELI:V882.41 ,,,,,,, <br />CURVE LEN=100.00 <br />(MH T} <br />1+26.35-2( .67' <br />+ d0 <br />0 <br />> J <br />c+i <br />ELEV 882.5 6 <br />R=882.37 <br />1=870:50 (7I5") N <br />(0 N <br />Lry co <br />+ CO <br />> <br />0_ <br />880 <br />875 <br />870 <br />865 <br />'EE SHEET C4 07 <br />�OR:sTORM:EAD; <br />p 2+06.16-20.C7' L <br />U R=881..98 <br />1=870.26:(15' ) S <br />i—Q2OS 71 1' 1 G <br />1=870.16(15')N <br />EX16' WMN <br />V <br />80'.1 RCP CL.I II <br />0:30% <br />X12"SAN <br />PROPOSED :CENT.ERLINF GRADE <br />860 ) _ r EXISTING GROUND <br />1 ` <br />tD tD tD ID • CO 0 N O m m <br />▪ L.0 N CO Q 111 N lD N lD M N M <br />00 oo c▪ o <br />co co00 00 00 CO COCO CU <br />CO <br />0+60 1+00 2+00 <br />0 20 40 0 5 10 <br />HORZ IT=T=TI VERT.IrmTml <br />SCALE FEET SCALE FEET <br />• •Bolton & Menk, Inc. 2018, All Rights Reserved <br />H:\RAMS\R16114473\CAD\114473C404.dwg 4/26/2018 11:18 AM <br />coco <br />co <br />3+00 <br />08 08 <br />al m O a <br />1,1 M <br />coGo co.,, <br />co co <br />BOLTON <br />& MENK <br />