Loading...
HomeMy WebLinkAbout2724-2--------- -- ........ . -- --------- ... ........ ILOCK, .. ........ . .. . ..... ..... .......... --------- - 1_­,­­­-� ........... .... .. STORM`- IMAIN, 4-- Ain '7--, 77'-'_'A,__, 0-A - ------- ---- - - ------ 8 .9 .0, Z 7-- Nis- 1 --------- - - v- 7 r, - --j * L T A f 4 W.,4090p Mot -- ------- - A6 VA .1 ---- -- 1_7 .......... -:-I a:__ -- - - ------ . . ........ ----- - ---- --------- 4=7-1 -00, .... .............. . .... .. ....... _­ 4­-__11­_.�_._,__..t- 4 4 4� Xtr .......... . .......... I.- z:_ ..... ................. .......... .. 4- ---------- t -.-z-:1 --- -------- MARA -E L - y . . ......... LL ....... .. ... . ..... ......... . ....... a a ------- -4- "T 4- _7 ------ - ---- 4- 41. . ...... . ........ 4 21 . .... ........ . . . ..... ... JI ...... .. . ...... 1.---11-_" 7. ....... ... . A. - T v, .......... ... ...... ..... S`- + .. ..... .. . ........ . .... . ......... . .... . ......... J �.z_ ... . .. . . ..... .... _t .... . . .... . q .. ............ Z: La* t ........... . ..... ...... - ------- L ...... ... . ........ . . ....... Z -4.A . .. ... J: t -1 .... . .... .... . . ...... Z --- - ------- + A0. + - ---- - --- - -- .... ...... . ...... .... ...... t-, _-3- %a %F %0 %J &_ %If -- - - - - - - -- 4 ......... - - - - - - - - - 4M -,r%#. I %a .......... --------- N WA, '.k .... ... -----T 7_7 . ........ . . OPEN, -tiv- __4 29*56'1 4n 120.00 62.70 .. ......... ....... . .......... ............ ........... 90*54 37 n .......... . . . ......... 71.40 ........ . . A....... ..... ... 40*02 00 a 120.00 83.85 43.72 L E 50*1 6'54n 1150.00 .. ........... 70 1 --------- - - v- 7 r, - --j * L T A f 4 W.,4090p Mot -- ------- - A6 VA .1 ---- -- 1_7 .......... -:-I a:__ -- - - ------ . . ........ ----- - ---- --------- 4=7-1 -00, .... .............. . .... .. ....... _­ 4­-__11­_.�_._,__..t- 4 4 4� Xtr .......... . .......... I.- z:_ ..... ................. .......... .. 4- ---------- t -.-z-:1 --- -------- MARA -E L - y . . ......... LL ....... .. ... . ..... ......... . ....... a a ------- -4- "T 4- _7 ------ - ---- 4- 41. . ...... . ........ 4 21 . .... ........ . . . ..... ... JI ...... .. . ...... 1.---11-_" 7. ....... ... . A. - T v, .......... ... ...... ..... S`- + .. ..... .. . ........ . .... . ......... . .... . ......... J �.z_ ... . .. . . ..... .... _t .... . . .... . q .. ............ Z: La* t ........... . ..... ...... - ------- L ...... ... . ........ . . ....... Z -4.A . .. ... J: t -1 .... . .... .... . . ...... Z --- - ------- + A0. + - ---- - --- - -- .... ...... . ...... .... ...... c 4 + ------- ....... f t ---,"-F- -0P---_ ....... ... MR At A T. .. ......... 7- --------- 'q_ el � ..... . . . . . . . . ........... r" 7. ....... ... . CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO START . ....... . -7= - ------- -- ------ - - ------ t------_ OF CONSTRUCT -ION. - - - - -- - - - - - V ...... .... vt.K 1. 1 =14 . ..... . ..... % \ 0 0 Ir lux 1.001 4b %1b C9 CAP TO 011111111M JOIN EXISTING WALL HEK*ff 19LOM 00LOk TWq AND FINISH SHALL MAT04 EX WALL W MMILIM VMWCAL AM MML RENFORCM STEEL SHALL PER APWA STD. 601-0. FOOTWO VAD7H &THICKNESS SHALL MATCH EXISTING; MININUM -_ M W" S7Q SECTION PIA -A" N.T.S. NOTE: CONSTRUCTION DETAILS AND SPECFICATtM SHALL BE PER APWA STD. 601-0. 00 2 A ,0� '000, .000, .4e .1-41 '1� ,000, ,0� 11000, 1,4000, .40 1111Kdr, NINO, INN ,C) A REVISIONS _+ - ---------- 6 loft \0� F_ 11 U FN %jo I APPROVAL I DATE I APP`R6�AL I DATE 16�i 9 1-% %a %F %0 %J &_ %If -- - - - - - - -- 4 ......... - - - - - - - - - 4M -,r%#. I %a . ........... ........ ... . Z_ -tiv- __4 29*56'1 4n 120.00 62.70 PROFILE SCALES U fVD1 7 1 A A' c 4 + ------- ....... f t ---,"-F- -0P---_ ....... ... MR At A T. .. ......... 7- --------- 'q_ el � ..... . . . . . . . . ........... r" 7. ....... ... . CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO START . ....... . -7= - ------- -- ------ - - ------ t------_ OF CONSTRUCT -ION. - - - - -- - - - - - V ...... .... vt.K 1. 1 =14 . ..... . ..... % \ 0 0 Ir lux 1.001 4b %1b C9 CAP TO 011111111M JOIN EXISTING WALL HEK*ff 19LOM 00LOk TWq AND FINISH SHALL MAT04 EX WALL W MMILIM VMWCAL AM MML RENFORCM STEEL SHALL PER APWA STD. 601-0. FOOTWO VAD7H &THICKNESS SHALL MATCH EXISTING; MININUM -_ M W" S7Q SECTION PIA -A" N.T.S. NOTE: CONSTRUCTION DETAILS AND SPECFICATtM SHALL BE PER APWA STD. 601-0. 00 2 A ,0� '000, .000, .4e .1-41 '1� ,000, ,0� 11000, 1,4000, .40 1111Kdr, NINO, INN ,C) A REVISIONS _+ - ---------- 6 loft \0� F_ 11 U FN %jo I APPROVAL I DATE I APP`R6�AL I DATE 16�i 9 ��_1�e - �z .. 40, WY, 6 CONST. CONCRETE BL)LKHEAD PER R.C.F.C.D. & W.C.D. SM. PLAN NO. M8169 USE 96m I.D. & 15' MAX. COVER VALUES. Lv eA REMOVE & REPLACE EXISTING STREET IMIDROVEMENTS IN KIND, SEE DETAIL HEREON Ile 13 CONST. MANHOLE SHAFT INTO EX. JUNCT10N STRUCTURE PER APWA STD. PLAN 342-0. 46",,AW LAWJLAL PROTECT INPLACE EX. STREET LIGHT CONDUIT. REMOVE AND REPLACE EXIS11NG 8* WIDE SIDEWALK, 65 L.F. RE-ESTABLISH EXIS11NG SPRINKLEIT REMOVE AND REPLACE SYSTEM AFTER CONSTRUCTION 0 IS COMPLETE. EXIS11NG 8" CURB & GUTTER, 70 LF. REMOVE AND REPLACE EXISTING A.C. PAVEMENT (1w THICKER) AND EXISTING AGGREGATE BASE (10 THICKER), APPROX. 1200 S.F. '0000 V REMOVE AND REPLACE EXIsTING 7' TRACT WALL BS11 SEE SECTION ."A -A*, 60 L.F* c Lu DATE N 4 723 EV, ESS/O* c WFONAT1011 PROW= Iff 0 110i IN IN1111=1 NO <:�4 A. U t NOT VERIFlpb-.D THE ACCURACY OF "n An OF C 0f SMLL roT a, r,_,,,:?oNsjKE Fop mv Eram a* amemm 7 DET WMN UAV a 1:14CORPWATED HMO At A RES" L" me. 41 rn N.T.S. 0:� 1- ::0 * Exp. 3/371M//(03;v WC CITY OF FONTANA., CALIFORNIA PUBLIC WORKS DEPARTMENT & DRAWN BY SCALEi VMS STORM, DRAIN HORIZ:I'=40' A vil Engimering w PlaWng - Oau,,rveyhg Niblic Works DESIGN VERT. -I'=4' 54 ountain Ste. 106 m Vand, CA 91786-9997 a 909-982-7777 VMS OLEANM AVENUE CHECKED BY TRACT M 14758 DATE, HAG 4/06/99 JOB NO. DR - NO. SHT. NO. 5147 PPROVED STEVE REINER R,C.E, 41308 EXP, 3/31/,03 DATE: ENGINEER R. C, E. 2 512 6 2724 2 OF 6 04-06-99 14:53:5r 1-% %a %F %0 %J &_ %If %.fw -,r%#. I %a &.%a. I %J B 29*56'1 4n 120.00 62.70 32.08 C 90*54 37 n 45.00 71.40 45.72 D 40*02 00 a 120.00 83.85 43.72 L E 50*1 6'54n 1150.00 131.64 70 CONSTRUCTION NOTE CONST. 7'xl2* R.C.B. PER CALTRANS STD. PLAN D80 AND SHT 4/6. REMOVE AND REPLACE EXISTING CONC. BLOCK WALL IN KIND. PER SECTION *A -A" HEREON. CONST. 102" R.C.P. 1350D, BEDDING PER DETAIL HEREON. CONST. TRANSITION STRUCTURE PER APWA STD. PLAN 342-0. 5 CONST. MANHOL P R APWA STD. P AN 20-0 AND SHT 4/6. ��_1�e - �z .. 40, WY, 6 CONST. CONCRETE BL)LKHEAD PER R.C.F.C.D. & W.C.D. SM. PLAN NO. M8169 USE 96m I.D. & 15' MAX. COVER VALUES. Lv eA REMOVE & REPLACE EXISTING STREET IMIDROVEMENTS IN KIND, SEE DETAIL HEREON Ile 13 CONST. MANHOLE SHAFT INTO EX. JUNCT10N STRUCTURE PER APWA STD. PLAN 342-0. 46",,AW LAWJLAL PROTECT INPLACE EX. STREET LIGHT CONDUIT. REMOVE AND REPLACE EXIS11NG 8* WIDE SIDEWALK, 65 L.F. RE-ESTABLISH EXIS11NG SPRINKLEIT REMOVE AND REPLACE SYSTEM AFTER CONSTRUCTION 0 IS COMPLETE. EXIS11NG 8" CURB & GUTTER, 70 LF. REMOVE AND REPLACE EXISTING A.C. PAVEMENT (1w THICKER) AND EXISTING AGGREGATE BASE (10 THICKER), APPROX. 1200 S.F. '0000 V REMOVE AND REPLACE EXIsTING 7' TRACT WALL BS11 SEE SECTION ."A -A*, 60 L.F* c Lu DATE N 4 723 EV, ESS/O* c WFONAT1011 PROW= Iff 0 110i IN IN1111=1 NO <:�4 A. U t NOT VERIFlpb-.D THE ACCURACY OF "n An OF C 0f SMLL roT a, r,_,,,:?oNsjKE Fop mv Eram a* amemm 7 DET WMN UAV a 1:14CORPWATED HMO At A RES" L" me. 41 rn N.T.S. 0:� 1- ::0 * Exp. 3/371M//(03;v WC CITY OF FONTANA., CALIFORNIA PUBLIC WORKS DEPARTMENT & DRAWN BY SCALEi VMS STORM, DRAIN HORIZ:I'=40' A vil Engimering w PlaWng - Oau,,rveyhg Niblic Works DESIGN VERT. -I'=4' 54 ountain Ste. 106 m Vand, CA 91786-9997 a 909-982-7777 VMS OLEANM AVENUE CHECKED BY TRACT M 14758 DATE, HAG 4/06/99 JOB NO. DR - NO. SHT. NO. 5147 PPROVED STEVE REINER R,C.E, 41308 EXP, 3/31/,03 DATE: ENGINEER R. C, E. 2 512 6 2724 2 OF 6 04-06-99 14:53:5r