Loading...
HomeMy WebLinkAboutSID 653 - Graf St Improvements 0.0016;/ RCP AT `24.OVERFLOW INLET RIM=21.85,INV=19.85 —BLOC K 4— i i —BLOCK 6— 'BO� STORM DRAIN IS CU.YD8.I DIA,RIP-RAP SOL.F.8"P.V.C.Af ovot;' BY OTHERS BY OTHERS 6 7 I 5 / 2000 GAL.SEDIMENT TANK Ealetma Curb B Gutter(Typical) EXISTING FIRE HYDRANT 2SL.F. IS"R.CP.AT 0.0148% SCALE Ea.Double Gutter I.y I REMOVE B REPLACE E%.DOUBLE GUTTER NEW'f W10E CONCRETE SIDEWALK PLAN I I'= 50' 8 FROM STA -0+02 TO STA 0+33 STORM IN 7+29.26 PROFILE R642 �I 1990/ �- PARK INLET(TYP) 430.47'(R) I , zoo27 430341`w) HORIZ I' 50' I>� 47 VERT 1 -- - NEw STANIWtD CURB B GUTTER(TYP) uiv=z3oea /�P•a4: PARK / N —-- _— _one ——_ E.BN..I / - EAdivig zs".. Mori /v� El SWwalt( ) -.-- -_-- - TA R•20 OQ"'// 96.00 - - 811.48 � y� �d - EK.ReMinlnpW411 - LF.-�3�8�"a R.GR�e1U/F.EE.j3. RIM•R3� .F 12* _ NEW IOLF.DOURE GUTTER(42 WIDE) EX. FIRE SLOPE•ERS 3KEw•221/2 INV•21.58 41 L.F. 12"R.C.P AT 0.01J" SAW SQUARE EDGE I EaieNn9 ISM'_ HYDRANT BY OTHERS -ON EK.PAVEMENT a MOVE EE%VALLEY CenehaeHan E..M _ -- -- - -- WALK S I 24 REMOVE TRANSITION OUTTER 'MO' ? R-ed TO MATCH EX E•IeHn9 30 WWe .YDB.I DUI.RIP-RAP �,?..� AT-0+02. con•tranion E°wment BY OTNERS P' REMOVE E%. CURB B GUTTER � 8 4 5 6-A / INSTALL CENTER R,C.P 0.3' �` WHEELCHA'AMPS —BLOCK I- -BLOCK 5— BELOW PLAN GRADE 37 OF 8'P U C. / BACKFILL UPSTREAM ENDS I AT STATION 9.17 - 60' TO SEWER CLEANOUT t MATHEW BIRD CREEK OF R.C.P FIRST. / BY OTHERS E-thg 8"9pnibry 9wlw ` 8 ISM 0+33 TO STA.6+94.85) C� PARK 30'WWI Wafer Main Ea"MMlt 6 N 'g CONCRETE SIDEWALK �V B" NEW STANDARD CURB 3rASPHALT CONCRETE V4 PER FT. W J a 3�1 SLOPE 8 GUTTER(TYP) SURFACE COURSE I 3�1 SLOPE j w a� 6 W >a 'o:>� w ,a w EX.B"RMNr Main 0.1A ci<w aoN a r a a K sueG<+nDE o a. 3'OF 3/4"wASNED = m c?m m o N _ IB"OF 1 1/2 MINUS GRAVEL BASE ROCK(TYP.) BUMC SW OR APPROVED EQUAL a LLO �O m OS\t Oex xa l0\ .TYPICAL X—SECTION -ONNW WN STA.0+33 TO STA.8194.85 I I I I I I 1' —BLOCK 3— 41 _ - 2FT -E%i 5'OF 24"D.I.P s CROWN - 8 3.3/4°OF 1 STATION 11+64 32.5' I DIP E%T. 24�� BVVALVE I I-1/4 BEND NEW STANDARD CURB 3"ASPHALT CONCRETE CONCRETE SIDEWALK 32"OF 8"P U.C.AT STATION 11464 8" 2 --a GUTTER(TYP) SURFACE COURSE -8"22-1/2 I�q`�' BEND M.J. STATION 11+75 V4 PER FTC I I-I/2 COPPER SERVICE 3�1 SLOPE 3:I SLOPE -17�7-1/2 OF B"DAP STATION 12+25� - 49 OF COPPER 8 GATE VALVE 21 r ... ., .. •. '�-,' . -`,, 8��45°BEND M.J. SUB AGE �iyd�_ --7 ._ OF 3 4"WASHED 8"D.I P. I 1 SIDEWALK—ENDCURB&GUTTER B PAVEMENT --- IS°OF -V2"MINUSGRAVEL BASE ROCK( ) SUPAC SW OR APPROVED EQUAL TYPICAL X-SECTION \ STA.7+29.26 TO STA 12+40 j TEMPORARI'TURNAROUND R,ld300,V.C, EEAASSEEMMdT EA.Fin H9eLaat r~30'RAD US TEMPORARY ` GRAV�L SURFACE —1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 T+00 8+00 9+00 0 0 11+00 12+00 13+00 1 - - - 1 - - -V -- - — - -7-T _- i�~S_ Ul - — - W ief - - - - --- - -- 4920 0-0 EA. — 4 - } _ - - - - - - -- - - _ Sanderson/Stewart/Owton ENGINEERING, INC. wW - CONSULTING ENGINEERS-BOZEMAN,MONTANA * - -- - - - -1 -- - - - - - - S.I. D. No. 653 STREET IMPROVEMENTS P ON GRAF STREET COLLECTOR + _ - eer BOZEMAN, MONTANA - DRAWN BY Of, DATE 4/147RR AS CONSTRUCTED 1989 wCKIfD N PLAN-PROFILE REVISED 5/25/88 AMRDVED SCALE: AS SHOWN PROJ. Na B6_51212-2-2 SMEET_I Off