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FIELD <br />PEDESTRIAN RAMP <br />6" THICK (TYP) <br />SEE SHEET C5.01 <br />BOP 0+C' .00 <br />BEGIN S.A.P. 199-121-002 <br />STA 0+45 <br />895 <br />• <br />L.— <br />ADJUST FRAME & RING CASTING <br />RIGHT OF WAY <br />SEEISHEET C4.01 <br />LEGEND <br />Imr <br />ig MIN <br />PEDESTRIAN RAMP <br />6" THICK (TYP) <br />SEE SHEET C5.01 I <br />15"RCP CLIII <br />I <br />ADJUST GATE VALVE & BOX <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />TRUNCATED DOMES <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 />- 881 <br />ADJUST FRAMI <br />1 <br />• <br />VF1-2+25.27 <br />ELV-88.1 33 <br />GURVI LEN=120.00 - - - - - <br />890 <br />........ ......... <br />- <br />7+78:89-26:C ' 1 <br />1=r25-.25 (15")-E <br />I=fFJ1.87 (15")-U <br />C <br />885 <br />=870.50 (15' )-E <br />=870.50(15' )-N <br />00 N . N N c-I i0 I0 <br />0 i CO 0 80 M N i o0 vi p V1 <br />ci + DO 00 01 00 <br />> c+ -I- c0 <br />▪ Q J a 1 N> + CO <br />s u a IN <br />880 <br />875 <br />101 <br />1 36% <br />WMN C►OSSING <br />MAINTAIN 1.5' CLEARANCE <br />EX 16" W MP <br />870 <br />1L1.15 n(ra'/n9� <br />SEE SHEET C4.08 <br />FOR STORM L =AD <br />865 <br />X 18" SAN <br />860 <br />855 <br />PROPOSE►:CENTERLINI GRADE <br />EXISTING GROUND <br />0+00 <br />co m N �o n c co co <br />m o m n a m N N m a r m l0 0,0 <br />ao <br />W • W W CO co CO coCO coCO ooCO co CO co W co CO co CO co W cco co co CO oo CO co CO 00 CO co CO co CO co CO oo CO CO CO oo oo <br />• •Bolton & Menk, Inc. 2018, All Rights Reserved <br />H:\RAMS\R16114473\CAD\114473C401. dwg 4/26/2018 11:20 AM <br />1+00 <br />0 20 40 0 5 10 <br />HORZ.ITMTMTIVERT. <br />ITMTMTI <br />SCALE FEET <br />SCALE FEET <br />2+00 <br />BOLTON 75 <br />& MENK <br />