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HomeMy WebLinkAbout3443-3FD, 1' 1. P.,, L. S. 5137 NO REF, SIGN wv CIL, INT. 9+99,89 MERRILL ( I e-U+UU.UU LAUREL wv 0 0 wv e�o wv wv 0 ( 13 EP'j 5 251 E orf It 3 E (C/,g 15r 0,911- (1) 239.25' @ S=0.0039 SEE SHEET 2 a It SEE SHEET 2 3 SEE SHEET 2 IF IF .1 9 >_DETAIL I >_DETAIL C >_ DETAIL 0 `-' A A A II U U u II II to 00 tD + tQ,- 0i M ERR ILL AVE N U", N. 89*49'20' E. _7 .N: cn N rA f A' 'o co X u .35% 4 1 roll, cy) 5 28% IT 2�• 13 '7) SICA n� e L�o- -7— JV sy ufj�fljui I I U I I'd IV?, Li 4 1) 1 L OF \25.69BW Jr 25.54BW PROTECT IN PLACE 25.00BW PROTECT /IN PLACE M. CURB RETURN R=30.00' 0=90*04"07" L=47.16" T=30.04' P. P. ,� S16 C;SIG WrOl 0) V y I@F 19+37.94 BCR 1 22.0qj 8 *BEGIN CURB & GUTTER R cv) Olt D/ 2.7- END AC TAPER CD q7AI j�' W/ 8' AC BERM 6 (2 R 2 cr?o) 3% N 44 18+62.58 CIL, DWY 011 P.P. CONST AC DWY W=22' JOIN EX. DWY, B "AN z I "IAI -9 - 2.8% - c (1) 239.25' @ S=0.0039 SEE SHEET 2 a It SEE SHEET 2 3 SEE SHEET 2 IF IF .1 9 >_DETAIL I >_DETAIL C >_ DETAIL 0 `-' A A A II U U u II II to 00 tD + tQ,- 0i M ERR ILL AVE N U", N. 89*49'20' E. _7 .N: cn N rA f A' 'o co X u .35% 4 1 roll, cy) 5 28% IT 2�• 13 '7) SICA n� e L�o- -7— JV sy ufj�fljui I I U I I'd IV?, Li 4 1) 1 L OF \25.69BW Jr 25.54BW PROTECT IN PLACE 25.00BW PROTECT /IN PLACE M. CURB RETURN R=30.00' 0=90*04"07" L=47.16" T=30.04' - I AAAAA.A �, T vvvvvvvvv L A A A A A I A . A A TOLL FREE -"qmmmw"- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION WrOl 0) A cv) cr?o) 18+62.58 CIL, DWY CONST AC DWY W=22' JOIN EX. DWY, s "AN z I "IAI -9 - 18+37.94 JOIN AC LD BEGIN AC TAPER W/ 8' AC BERM 32.00" C3 11v V, V, :? I? 00 - I AAAAA.A �, T vvvvvvvvv L A A A A A I A . A A TOLL FREE -"qmmmw"- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT U ;71:--- _X_ A PROTECT IN PLACE GAVAGE I L3 ni REVISION DESCRIPTION A U ;71:--- _X_ A PROTECT IN PLACE GAVAGE I L3 ni A 1-7 13/ 14/7 525.81 A - co 10 A-, 0.297. . . ........ 4 (25 9 -6BW)- 1 ILU 3 cn 0� EXISTING 25.9 4-0) _0 R/W ZD KIL JOiN:3* 24.14--jP_4,071.4_ �"'24.00 SEE DRIVE.WAT SF TION SH DETI CD V/ < .41- I. I v j GARAGE L PLAN STREET IMPROVEMENTS OF SOUTHEAST CORNER ­OF MERRILL AVENUE AND LAUREL AVENUE 01 20' 40' 60/ SCALE., 1// = 20" SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. `5.1 0 Prepar ervision Of co FELIPE U. MOLINOS RCE 096 rr DRAW BY - a: EXP. 07 DS 'p 4CIVIL DESIGNED BY: .6. oF G *:,,� -, DS % P4.e Date /'q/z2)CHECKED BY. FD, 1' I.P., NO TAG—// FLUSH., NO REF, STREET IMPROVEMENT CONSTUCTION NOTES CONST. 8" CURB & GUTTER PER CITY STD. 1003 CONST. 5' WIDE CONC. SIDEWALK PER CITY STD. 1015 CONST. RESIDENTIAL DRIVEWAY PER CITY STD. 102 4O SAWCUT EXISTING AC PAVEMENT AND REMOVE O CONST. 6 1/2" AC OVER 12" OF 95% OF RELATIVE COMPACTOIN NATIVE MATER RELOCATE O ADJUST TO GRADE 80 CONST. AC BERM PER CITY STD. 136 CONST. AC DRIVEWAY, W=22' @ CONST. CURB RETURN RAMP PER CITY STD NO. 1006 (9 CONST. NEW C.L. FENCE @ REMOVE EXISTING AC BERM 13 REMOVE EXISTING C. L. FENCE 14 RELOCATE BY OTHERS 15 FILL CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS SCME. SOUTHEAST CORNER OF AS SHOWN AVENUE LAUREL AVENUE DATE: OCT. 2003 APPV,�F_D BX. DRAWING NO.: .3 Lo - zq- - 45 3443 CITY ENGINEER R.C.E. 51152 DATE: 3