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HomeMy WebLinkAbout3374-41� LOCAL DEPRESSION, CASE B DETAIL 'A' �J l* G� PLUMOSE STREET ��. ... ..... ..... 6. hbr . . . . . . . O .G' W ��ar co cd V 17 :�NORTH I� LOCAL DEPRESSION, CASE B DETAIL "B" SCALE : 1' = 10' 30' 12' 18' PREPARED BY FIRM: raab engineering, inc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: (AA) 272,41-)72 FAX: ( 909) 272-0166 ALL 1 29616 ,,11. SIGNATURE RCE ~DATE Q�pFESS/o* C3 NO. 29616 �} Exp. 3/31/07 4 Jj', 01 F OF C A0 1) Qj GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY 0.10' MIN. 5' 1 f SAWCUT AND REMOVE g 11 KYlcT PAV17UFNT EXISTING PAVEMENT TOLL FREE 1-8( A PUBLIC SERVICE BY UNDERGROUND .il SECTION A—A NO SCALE &YAMAJ 2011 00 NEW PAVEMENTO OR NEW CONCRETE @ OR CONSTRUCTION NOTES: CONSTRUCT 4' A.C. OVER 12' OF 95% COMPACTED NATIVE SOIL. 2Q- CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. O4 -- CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015 (6)- SAWCUT do REMOVE EXISTING CONCRETE CURB, SIDEWALK AND/OR AC IMPROVEMENTS, AS SHOWN. 7a--- GRIND EXIST. AC (.10'MIN) AND OVERLAY PAVING PER SECTION 'A -A' HEREON. 8a • CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG 313-1 AND MODIFIED BY DETAILS SHOWN ON SHEET 4. 11 CONSTRUCT FULL DEPTH AC. NOTE: CONTRACTOR SHALL MAINTAIN HOMEOWNER ACCESS TO EXISTING HOMES AT ALL TIMES, AND SHALL PROVIDE MINIMUM 48 HRS. PRIOR NOTICE TO START OF CONSTRUCTION. FOXWORTH AVENUE �I N•, j m C7. p .{On �I� C7� b� eco\ O •r�J I N o R/W 1ST. SIDEWALK 4 SEXIST, GUTTER UNE LOCAL DEPRESSION, CASE B DETAIL 'D' SCALE : 1' = 10' NORTH 30' 70 69 6-8 18' 12' • I � 2 4 6 8 2 4 6 8 I II r EXISTING W.M. TO BE j Q RELOCATED BY OTHERS I Q AT DEVELOPERS EXPENSE Q_� N S 4 I F- 1•= O iD II I11 > �sN mOC l� _ Z -- 7D W. ,� V I to H of + ► _ + -in Cq r' \ I 1V- rn H CU r cn n 1 O N p r N to uj N_ m GO o 3/W 3 4 '' -- -- 6 EXIST. CURB FACE i- 17117' 12'MIN. TYP OR AS . I— DIRECTED BY INSPECTOR' I— — -� —FLOW EXIST. SIDEWALK EXIST. GUTTER UNE z 7 11 I i 7 . � o -�— Imo$.• � � (�-- 1 I i�. 10+5o . —) _ No'01f 50h E i 1 ANDREA STREET ? 1 go �.,� 12 N I �� ------------------ — --r� 7 11I 711 a °C oaQ N� ISg SA T F EXIST. GUTTER UNE T �z I t2 I FLOWxc.!`Z ROW �. i EXIST. SIDEWALK ,L_„ 12 MIN.(TYP) OR. AS' DIRECTED BY- INSPECTOR I EXIST. CURB FACE R/WLo I . % ►- to r 1 iJ N••�F _N vl > ^ FV-. Up p (j t-- p op h p p ^ t7 I / dO- o. Lo 0 �� EXISTING MAILBOX TO BE 00 RELOCATED BY OTHERS I I I o I I AT DEVELOPERS EXPENSE +�� 76 u 9 DETAIL 'E' SCALE : 1' = 10' J!7) REV. REWSION DESCRIPTION DATE ENGR, OITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: THE CITY ENGdNEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDCC Date : CHECKED BY� STANDARDS IN EFFECT. J0 0 5 10 20 30 SCALE: 1'=10' CITY OF FONTANA, CALIFORNIA STREET PLAN - TRACT 16216 SCALE 1' - 10' DATE: D AI SEPTEMBER 17, 2003 D 8Y: DRAWING NO.: 1 4 ENGINEER R.C.E. 51152 A ®�74 5 10+37 55.97 TC ti � I 10+32 55.95 TC WI 10+26 55.92 TC 10+19LC•Q• ST aTk 55.88 TC W=14' V=9.00 W O 10+12 I 55.85 TC _ s 10+07 I (L �' 55.82 TC s - 10+02 55.80 TC m . EJC U SIDEWALK NORTH PLUMROSE STREET LOCAL DEPRESSION, CASE A DETAIL 'C' SCALE : 1' = 10' PREPARED BY FIRM: raab engineering, inc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, CA 92880 TELEPHONE: (AA) 272,41-)72 FAX: ( 909) 272-0166 ALL 1 29616 ,,11. SIGNATURE RCE ~DATE Q�pFESS/o* C3 NO. 29616 �} Exp. 3/31/07 4 Jj', 01 F OF C A0 1) Qj GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY 0.10' MIN. 5' 1 f SAWCUT AND REMOVE g 11 KYlcT PAV17UFNT EXISTING PAVEMENT TOLL FREE 1-8( A PUBLIC SERVICE BY UNDERGROUND .il SECTION A—A NO SCALE &YAMAJ 2011 00 NEW PAVEMENTO OR NEW CONCRETE @ OR CONSTRUCTION NOTES: CONSTRUCT 4' A.C. OVER 12' OF 95% COMPACTED NATIVE SOIL. 2Q- CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. O4 -- CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015 (6)- SAWCUT do REMOVE EXISTING CONCRETE CURB, SIDEWALK AND/OR AC IMPROVEMENTS, AS SHOWN. 7a--- GRIND EXIST. AC (.10'MIN) AND OVERLAY PAVING PER SECTION 'A -A' HEREON. 8a • CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG 313-1 AND MODIFIED BY DETAILS SHOWN ON SHEET 4. 11 CONSTRUCT FULL DEPTH AC. NOTE: CONTRACTOR SHALL MAINTAIN HOMEOWNER ACCESS TO EXISTING HOMES AT ALL TIMES, AND SHALL PROVIDE MINIMUM 48 HRS. PRIOR NOTICE TO START OF CONSTRUCTION. FOXWORTH AVENUE �I N•, j m C7. p .{On �I� C7� b� eco\ O •r�J I N o R/W 1ST. SIDEWALK 4 SEXIST, GUTTER UNE LOCAL DEPRESSION, CASE B DETAIL 'D' SCALE : 1' = 10' NORTH 30' 70 69 6-8 18' 12' • I � 2 4 6 8 2 4 6 8 I II r EXISTING W.M. TO BE j Q RELOCATED BY OTHERS I Q AT DEVELOPERS EXPENSE Q_� N S 4 I F- 1•= O iD II I11 > �sN mOC l� _ Z -- 7D W. ,� V I to H of + ► _ + -in Cq r' \ I 1V- rn H CU r cn n 1 O N p r N to uj N_ m GO o 3/W 3 4 '' -- -- 6 EXIST. CURB FACE i- 17117' 12'MIN. TYP OR AS . I— DIRECTED BY INSPECTOR' I— — -� —FLOW EXIST. SIDEWALK EXIST. GUTTER UNE z 7 11 I i 7 . � o -�— Imo$.• � � (�-- 1 I i�. 10+5o . —) _ No'01f 50h E i 1 ANDREA STREET ? 1 go �.,� 12 N I �� ------------------ — --r� 7 11I 711 a °C oaQ N� ISg SA T F EXIST. GUTTER UNE T �z I t2 I FLOWxc.!`Z ROW �. i EXIST. SIDEWALK ,L_„ 12 MIN.(TYP) OR. AS' DIRECTED BY- INSPECTOR I EXIST. CURB FACE R/WLo I . % ►- to r 1 iJ N••�F _N vl > ^ FV-. Up p (j t-- p op h p p ^ t7 I / dO- o. Lo 0 �� EXISTING MAILBOX TO BE 00 RELOCATED BY OTHERS I I I o I I AT DEVELOPERS EXPENSE +�� 76 u 9 DETAIL 'E' SCALE : 1' = 10' J!7) REV. REWSION DESCRIPTION DATE ENGR, OITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: THE CITY ENGdNEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDCC Date : CHECKED BY� STANDARDS IN EFFECT. J0 0 5 10 20 30 SCALE: 1'=10' CITY OF FONTANA, CALIFORNIA STREET PLAN - TRACT 16216 SCALE 1' - 10' DATE: D AI SEPTEMBER 17, 2003 D 8Y: DRAWING NO.: 1 4 ENGINEER R.C.E. 51152 A ®�74 5