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HomeMy WebLinkAbout3158-6I 2 _.- 11_. _1=� i-� !_ i I 6 i SCALE IN FEET 0 40 80 120 160 1 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). O3 AVENAL PLACE CONSTRUCT 6"CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. SEE SHT. 7 © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . i 7 127 128 i I I O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 7 _N '> 129 J I i I I I AS SHOWN, W = 16' UNLESS NOTED ON PLAN. l00 0 D oW o � 130 O 31 39�, o� i }i ® CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN cp o % 1 N 1 v �- I I 300-2 "W" PER PLAN. DETAIL ON SHEET NO. 9. D c0 I� + J N N m M i CP P N ^ U + � � m N 132 , , w O O 137 138 N o M ; I i _ O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. --- - O cd ,� ,ij ; ,2 O 133 O O 135 136 a; + o N I I I - ��� DETAIL ON SHEET N0. 9. --1-- - _ _ N +_0 00 00 134 o �� �� �� � . + �J `� ,r, M + o " `V I I / 1 1 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY U + pry N M + �- / n d F- st + t0 V U / I / / w / --- _ PROP R/W �' - i / STD. NOS. 109 & 130. ------ - --- --- ---- ---- -- - -- � _ _ v INSTALL STREET LIGHT 00 LUMEN PER CITY STD. PLAN N0. 1016 (CE # ) X12 58 S 7. '. � N O E-, r „C6 „ - p PR01'. 8 SEWER I 3 w 1 ------ - - -_ - - - E� N 19V FROP pROP.'-$" WATEt2 _ 0 N _ I _ _ UCO cD 00 II N »-O 0) N22 p it 3 LOCAL DEPRESSION DETAIL CASE A SCALE: 1 "=10' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WILSHIRE DRIVE CURVE TABLE N CURVE DELTA RADIUS ILENGTH TANGENT C 1 73'27' 1 1 " 25.00 32.05 18.65 C2 41' 10'39" 225.00 161.70 84.52 C3 1 14'37'41 " 25.00 50.02 38.96 C4 33'21'05" 245.00 142.61 73.39 C5 22'40'43" 205.00 81.14 41.11 C6 10'55'39" 1351.00 257.66 129.22 C7 10'55'39" 1371.001 261.48 131.14 C8 10'55'39" 1391.00 265.29 133.05 C9 90'00'00" 25.00 39.27 25.00 C10 87'20'57" 25.00 38.11 23.87 UCO cD 00 II N »-O 0) N22 p it 3 LOCAL DEPRESSION DETAIL CASE A SCALE: 1 "=10' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WILSHIRE DRIVE FUI;q ',IDTl RESPC ':. -E FOUR HAVE F:'` EN VNMORF A RMA.. `SHF. EOf REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 Lj:m DRAWING STANDARDS IN EFFECT. BENCH MARC: No. 615SIB OF BEAF84M RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEARINGS FOR THIS PLAN. E-:VAMOPk 1467.59 Prepared Under The Supervision Of QFtOF PREPARED IN THE OFFICE OF S S�rF2� MADOLE AND ASSOCIATES, INC. SIERRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS 10601 CHURCH STFlEET , STE.107 DRAWN BY: No. 62183 � � c� 1N 5.0. TRACT N o . 16095 SCALE: ;V PHOWAS SHOYVN DESIGNED BY: WILSHIRE DRIVE DATE: I E.R.F. JUNE 2002 Date : ?' ZZ�iOy CHECKED BY: APP BY: DRAWING NO.: 6 I EXP. 9- -o 5158 q R.A. C TY EN N ER R.C.E. 51152 DATE J:\826-1171\streets\stO6.dwg, 07/16/2002 04:13:21 PM, sc N FUI;q ',IDTl RESPC ':. -E FOUR HAVE F:'` EN VNMORF A RMA.. `SHF. EOf REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 Lj:m DRAWING STANDARDS IN EFFECT. BENCH MARC: No. 615SIB OF BEAF84M RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., AVE., IN POWER POLE NO. 9011 E S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEARINGS FOR THIS PLAN. E-:VAMOPk 1467.59 Prepared Under The Supervision Of QFtOF PREPARED IN THE OFFICE OF S S�rF2� MADOLE AND ASSOCIATES, INC. SIERRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS 10601 CHURCH STFlEET , STE.107 DRAWN BY: No. 62183 � � c� 1N 5.0. TRACT N o . 16095 SCALE: ;V PHOWAS SHOYVN DESIGNED BY: WILSHIRE DRIVE DATE: I E.R.F. JUNE 2002 Date : ?' ZZ�iOy CHECKED BY: APP BY: DRAWING NO.: 6 I EXP. 9- -o 5158 q R.A. C TY EN N ER R.C.E. 51152 DATE J:\826-1171\streets\stO6.dwg, 07/16/2002 04:13:21 PM, sc