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HomeMy WebLinkAbout3247-4s vZ mW � i' �o O Cj TW U v � 3 X v 0 0 tr D E CL C N v 0 U � �CD C:) N 00 to0 3Q 00 WILY R/W VAR 12' VAR 0.5' 6' 5.5' VAR PROFILETC PER TC PER 5 ��•�•, �i�� �r♦fir♦fir♦rr♦�i♦rr�i♦Ir♦�j♦�♦�j♦�j♦rr rN" kNIEN"k SR A VAR VAR 0' ' VAR 4' TO 8.829, TO 7' 52' 40' VAR 36' TO 33' PROFILETC PER. TC PER © " • CITRUS AVENUE STA 54+87.23 TO STA 57+65.61 NOT TO SCALE E'LY R/W 12' 5.5 6' 0.5' �- FUTURE S/W .7 WILY E'LY R/W A R/W CITRUS AVENUE STA 53+27.23 TO STA 54+87.23 STA 79+53.54 TO STA 81+13.54 NOT TO SCALE ...DI.... �LE�T TOLL FREE -qmmmp'w- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WILY R/W 12' OR 8' BEYOND STA. 85+50 **VAR 8' AND 12' 52' 40' VAR 33' TO 43' 104' VAR 7' I VAR 7 TO _3'. TO -3' *LIMITS OF PROP. E'LY S/W ARE FROM STA 78+60.54 TO STA 79+53.54. TC PER WILY S/W ARE FROM STA 85+78.88 TO STA 90+53.20. PROFILE LIMITS, CURB AND GUTTER, PAVEMENT, AND PARKWAY IMPROVEMENTS WILL BE BUILT BY OTHERS. MEDIAN CURB WILL BE BUILT PER THESE PLANS. SEE PLANS FOR TRACT NO. 16363. ****THE PROP. WILY R/W ENDS AT STA 90+36.88. Prepared Under The Supervision Of : PROFILE (TYPICAL) OR VAR DESIGNED BY: KZ DATE: 10/1 05 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/0 * ` -' P-0,� CITRUS AVENUE ,, '`' OF �,��� � STA .. (RT) TO STA 62+85.82 (RT) STA 57+65.61 (LT) *LIMITS OF PROP. E'LY S/W ARE FROM STA 78+60.54 TO STA 79+53.54. **LIMITS OF - . , .. WILY S/W ARE FROM STA 85+78.88 TO STA 90+53.20. ***WITHIN THESE LIMITS, CURB AND GUTTER, PAVEMENT, AND PARKWAY IMPROVEMENTS WILL BE BUILT BY OTHERS. MEDIAN CURB WILL BE BUILT PER THESE PLANS. SEE PLANS FOR TRACT NO. 16363. ****THE PROP. WILY R/W ENDS AT STA 90+36.88. Prepared Under The Supervision Of : WILY R/W TC PER PROFILE 52' 40' VAR 33' TO 43' TC PER gwww E'LY R/W 12' 5.5' , *6' 0.5' w O Od CONTINUE GRADE REVISION DESCRIPT10N AC PAVEMENT e. e. 10' ' PPCC PAVEMENT ON LEFT -TURN 01 ffPT0 rtkvq 959 COMPACTED CRUSHED AB OVER 12" MIN. 959 COMPACTED �� s� z NATIVE SUBGRADE DRAWN BY: POCKET AREA(S) scAE_ HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY 2 Prepared Under The Supervision Of : RA (TYPICAL) NO SCALE DESIGNED BY: KZ DATE: 10/1 05 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/0 * ` -' P-0,� CITRUS AVENUE ,, '`' OF �,��� � STA 57+65.61 (RT) TO STA 62+85.82 (RT) STA 57+65.61 (LT) TO STA 62+40.07 (LT) STA 65+27.32 (RT) TO STA 74+71.54 (RT) STA 65+35.07 (LT) TO STA 74+71.54 (LT) STA 78+64.67 (RT) TO STA 79+53.54 (RT) STA 78+57.80 (LT) TO STA 79+53.54 (LT) STA 81+13.54 (RT) TO STA 84+64.84 *** (RT) STA 81+13:54 (LT) TO STA 84+64.88 (LT) STA 85+78.84 (RT) TO STA 90+53.20 *** (RT)____ STA 85+78.88 (LT) TO STA 90+53.20 (Lf, NOT TO SCALE NOTE: REFER TO SECTION A ON SHEET 14 FOR CROSS-SECTIONAL VIEW FROM STA. 62+85.82 THROUGH 63+73.82 AND DETAIL 1 ON SHEET 6 FOR DETAILS FROM STA. 63+73.82 THROUGH 65+27.32 FAI CONSTRUCTION NOTES: O2 CONSTRUCT MIN. 6.5" AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. O CONSTRUCT BUS BAY, CF=8", WITH 60' STORAGE LENGTH PER CITY OF FONTANA STD. PLAN NO. 1014. 4O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. O5 CONSTRUCT 8" PCC CURB PER CITY OF FONTANA STD. PLAN NO. 1003. O8 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015, AND PER THE PLANS. LEGEND:. NOTE: FOR MEDIAN TREATMENT, SEE LANDSCAPING AND IRRIGATION PLANS. E'LY R/W REVISION DESCRIPT10N AC PAVEMENT e. e. 10' ' PPCC PAVEMENT 01130 a QR NNse�O�� 95% COMPACTED NATIVE SUBGRADE 01 ffPT0 rtkvq 959 COMPACTED CRUSHED AB OVER 12" MIN. 959 COMPACTED �� s� z NATIVE SUBGRADE NOTE: FOR MEDIAN TREATMENT, SEE LANDSCAPING AND IRRIGATION PLANS. E'LY R/W STA 74+71.54 (RT) TO STA 75+96.29 (RT) STA 74+71.54 (LT) TO STA 76+31.54 (LT) NOT TO SCALE 12Ec020 DQA\VlWc-1 a6/o7 REVISION DESCRIPT10N VL E CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 01130 a QR NNse�O�� 01 ffPT0 rtkvq COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �� s� z 1131 W. 6th ST.,SUITE 350, ONTARIO, CA 91762 (909) 933-5225, (909) 933-5228 FAX DRAWN BY: TYPICAL SECTIONS scAE_ HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY � " No. 30006 n Prepared Under The Supervision Of : RA NO SCALE DESIGNED BY: KZ DATE: 10/1 05 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/0 * ` -' P-0,� ITRU /AVENUE INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ,, '`' OF �,��� � .^ k D- CHECKED BY: PRO '� DRAWING NO.: 4 cte�a"�Y� SF a Z 3247 37 STA 74+71.54 (RT) TO STA 75+96.29 (RT) STA 74+71.54 (LT) TO STA 76+31.54 (LT) NOT TO SCALE 12Ec020 DQA\VlWc-1 a6/o7 VL E CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 01130 a QR NNse�O�� CITRUS AVENUE WIDENING IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �� s� z 1131 W. 6th ST.,SUITE 350, ONTARIO, CA 91762 (909) 933-5225, (909) 933-5228 FAX DRAWN BY: TYPICAL SECTIONS scAE_ HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY � " No. 30006 n Prepared Under The Supervision Of : RA NO SCALE DESIGNED BY: KZ DATE: 10/1 05 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/0 * ` -' P-0,� ITRU /AVENUE INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ,, '`' OF �,��� � .^ k D- CHECKED BY: PRO '� DRAWING NO.: 4 cte�a"�Y� SF a Z 3247 37 CITY ENGI R.C.E. 51152 DATE: