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HomeMy WebLinkAbout2652-314+00 C U RVE DATA O ~s s3 O 0 oa 0 22-08'18 so Ld +W $9� �o 22'55'49" U) ¢ CC 19`20'04" 120.00' 40.49' Nr 19'20'04" 104.00' 35.09' CONSTRUCT GATE AND BOLLARD PER A.P.W.A. 602-1 19'00'28" in r 59.71' FC 14+00 C U RVE DATA NO. ~s s3 0 LENGTH �A 22-08'18 so 230.00' 88.87' a 22'55'49" 246.00' 98.45' CC 19`20'04" 120.00' 40.49' DC 19'20'04" 104.00' 35.09' CONSTRUCT GATE AND BOLLARD PER A.P.W.A. 602-1 19'00'28" 180.00' 59.71' FC 19000'28" 196.00' 65.02' W 270.00' 116.03' �H 24'37'23" 254.00' 109.16' IC 22°01'42" 330.00' 126.87' JC + 346.00' 133.02' �9 0 19'21'05" 220.00' 74.30' LC 19'21'05" 204.00' 68.90' aM 2664647" 230.00' 107.50' NC 0 a 114.98' + w 100.00' V.C. o V)i N PVI=1083.88 1120 o O a: ro � LEFT © a • 68 coo ow g rr" a pp_ Qrn (� m CL wi r oD pej W + p �- NO �U / CO + L�j O t~If = FQ--• . 2 8g NO N a O NW V}r + O ~ pp O N 0) Lf) W d iJi r Q 00 r 0) ul OL 0 `�M �9S o �o +I�i a 3g `w F-C)Nm aW r QCD © o a W U) r + 1120 ou O � (~ 100.00 V.C. + �-`� o PVI=1083.55 09, 000 ow 00 r Ln Lj 1: a. o c 00 Li Hp 04 �liJ O W O N� +N Vi r , L6+ 0- Q Ir- coui LL 00 Li) (31 Q (D N t~!I� 04i„W O V) QQ 0 N N 0 jj' V u + UI r H 00 N `JQ Q � i nan 14+00 C U RVE DATA NO. DELTA RADIUS LENGTH �A 22-08'18 so 230.00' 88.87' a 22'55'49" 246.00' 98.45' CC 19`20'04" 120.00' 40.49' DC 19'20'04" 104.00' 35.09' CONSTRUCT GATE AND BOLLARD PER A.P.W.A. 602-1 19'00'28" 180.00' 59.71' FC 19000'28" 196.00' 65.02' 24°37'23" 270.00' 116.03' �H 24'37'23" 254.00' 109.16' IC 22°01'42" 330.00' 126.87' JC 22-01'42 346.00' 133.02' 19'21'05" 220.00' 74.30' LC 19'21'05" 204.00' 68.90' aM 2664647" 230.00' 107.50' NC 26.46#47" 246.00' 114.98' �`S 99 g ¢ a c c6 W M N N co H O cn :. 15+00 15+00 17+00 18+00 18+00 HORN. 1 "-40' 20+00 21+00 22+00 23+00 24+00 VERT. 1 "-4' W CONSTRUCTION NOTES & QUANTITIES n CONSTRUCT 3" A.C. OVER 12" OF 95%a COMPACTED �J NATIVE SOIL. CONSTRUCT CONCRETE TRENCH DRAIN (12") PER DETAIL ON SHEET 1. OCONSTRUCT CONCRETE TRENCH DRAIN (24") PER DETAIL ON SHEET 1. CONSTRUCT GATE AND BOLLARD PER A.P.W.A. 602-1 BENCH MARK R.R SPIKE ON PP #674320 E AT THE INTERSECTION OF JURUPA 1 ' 2 ' 3 ' 4 ' s ' 1 o' 1 0' AVENUE AND MULBERRY AVENUE ELEV. 918.40 REVISIONS EN P DATE CIN DATE PREPARED BY - APPROVAL APPROVAL 12 PHB & ASSOCWW, INC. [626] 914-6256 FAX: [626] 914-5756 1620 SOUTH GRAND AVENUE, GLENDORA, CALIFORNIA 91740 Approved: r � �/- /--, -j/ / G -x I Robert J,k- erman, R.C.E. 42723, Exp. 3-3 PJ�NE CITY OF FONTANA Drawn by: I C JC S O U T H R I D G E VILLAGE Sc le: 40 N - ' Designed by: TAN K ROAD Date: Date HdCH / MTD STREET IMPROVEMENT PLANS JUNE, 1998 Checked by: Gv Gv/3A9-& Dwg/ Na. 3 Fs CITY ENGINEER, RCE 25126 Date 2 (D �2 4 P:\13RDWGS\FIESTA\14245\TANKRD.dwg 6-8-98