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PROFIL E SC f t I t t -7 '.'T 7- HORIZ- 1 40' I VERT. 1 4 z Z, 211. z BENCHMARK: DER C.S.F.B. 4015/1230 Q A 27 Ln 28 29 30 32 33 35 13.6 37' ELEVATION = 1 04.88 /7 @ CHISLED *Cr IV) �z ILL 6@3 WEST OF CHERR Y AVE -t 36 NORTH OF Q 27 ui 54 SLOVM AVE. CR). 14 N t Construction Notes: 17 t tu Q� L4 iRz AV N w I VqT UN t - "u LL Ir r. 6: 1 , 54 �r 9 ;S CONSTRUCT 5" AC OVER 8* CRUSHED AG to C u- GREG;TE BASE a M%3 u� CL w U-) I- 1._4 C .0 0 D7 te) N -O -%U .1111 T� rn 4Q > u -n- 3eo LF, CLF PER SOILS REPORT, C ca COL. W_ ti) All Existing Trees In Parkwoy To Be Removed L %n %L 7 L w V4 t IPA IS + C-4 CO 4) GUTTER PER CITY OF f'ONTANA tt_ m CONSTRUCT 8" CURB & ILN w Se(: % FR R/W oat tL STD. DETAIL NO. UG1.1000. C-4 > ..eeh V.�& 5 29+06.89 3:. .?W=if 3 32+52.79 34+73.21 LP L 4, PR oil 40 ow 0 ut;�p ff L - -- % Exist. Pow'erpole ist. Powlerjpl F_ le Ex CONSTRUCT 4" PC( SIDEWALK PER CITY OF F014TANA ui See D R o hW A 7r%n e 17 C 1.1 R/W A ?.4 17) t' w P ;i�- .4.. 1? 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(% @ C 6 @ 27 16 5 4 35 27 C4 _e�, I @ @ All Existing Trees In Parkway To Be Removed �C-YALL EX15TINO 7RM-6 IN PARKKAY TO BE REMOVEO A 09 36 28 6 A2 62 18 " RCP (f400D) LATERAL. PER 6J WIDEN EXISTING DRIVEWAY BY 5' 9 -REMOVE AJ10 ASANVON EXISTIN07 A NECE55ARI' FLUO PIPE EN05. VAC @-REMOVE ENCROACHINO KALL AT I COUNTY OF SAN BE-RNARDINO APPROVED: CHIEF, WS" DIVISION W DRAIN PLAN, DWG. h CITY STANDARD NO. t) ATION STANO PIPE INCLIC ANO COMPACT. OP HAY ANO RECON5M �_REMOVE TYPE A5 5 5EE 5 TORM 12RAN 9 ?�_SEE STREET IMPIR6 :2'�-5EE TRAn=ic voto 1 4216/4217 OF THE GOVERNMENT IIJ. iJ I IL NU. ttt-._1-k.Z)=Q '.QUIRES A DIG ALERT IDENTIFICATION - Z BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALD )UR DIG ALERT I.D. NUMBER CALL NDERGROUND SERVICE RT OLL FREE 1-800-227-2.600 T='GrON�STRUCT 7 WORKING DAYS BEFORE YOU DIG . 2895 )2 'NO ALL APERTURES T ENO TO MATCHINOEX15 MENT PLANS PER OX0. .4163 PLANS PER OX6 NO. 416 IN CENTER WAY PLA AND PROFILE OF STREET IMPRO WEMEN,TS 764 FOR klu CHER Y A VEIN 10 -23 -03 STA, 27+00, 0 TO STA. 37+0 .00 DATE 2 A - SCALE: 1* ;�PPROTECT IN PLACE i REMOVE AND R�CONSTRUI -1%1849'al 4w%I11b'w1490)-X1THPq11=1NCLV CONSTRUCT CUR'13 ORAIN ;'�CON.5TRZT MA5ONRY R1 I EXISTING BLOCK( WALL 0 OATES /F AMY IN KINO R FAWA 5TO MAN NO. 15 ININO k4ALL. PER 670. 614 i SHOULD CO�STRUCTIO OF THE REQUIRED IMPROVEM. . TS NOT OMMENCE WITHIN TWO Y RS OF THE DATE OF APPROVAL SHQVN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY 'EQUIRE REVISIONS TO T�E PLANS TO IRING THEM INTO CONFORMANCE WITH INDITIONS AND'STANDARD IN EFFECT. IIJ. iJ I IL NU. ttt-._1-k.Z)=Q PER AOOWUM NO. / - IMF - CONSTRUCT B 0 1�/o 07 No. 1643 EXD pq 6/30) 05 C IV F Ow, L.D. KING, INC. - 2151 CONVENT SUITE 100 ONTARIO, CA c% (909) 937-021 p WID EXISTING DRIVEWAY T='GrON�STRUCT 7 11.5. 14 Y.� iLIC-_^.'%_' MEDIAN , ADDE) C6 L NO. 2895 11.5. 14 EXISTING A.C. CONSTRUCT AC PA�ING o. .3 70 6-30- rn rn 6 THICKNESS AC OVERLAY (0.15 MIN.). _j A U p. E TO GRADE PER CITY OF FONTANA Iq '* M 7 CONSTRUCT AC OVERLAY (0.1%f MIN.) C I CF C 11-5-14 POWER POLES TO EE RELOCATED BY OTHERS @-WATER METER TO EE RELOCATED PER FONTANA CAIRL J. MLTAN, R.C.E. No. 16434 EXPIRES 6-30-05 REV. C2, REVISION DESCRIPTION DATE ENGR. HYDRANT TO REM )VE EXISTING PAVING WATER HP EN 1465 CREST G, INC. IIEW ROAD. C3 & @-CONSTRUCT RADIAL COMMERCIAL DRIVEWAL EN ANCE PER CITY OF FONTANA STD. DETAIL NO. !G2 G 1002 M001FIE12. U�_-= REWME- VIST N_G _C ]_R �BA @-MAIL BOX TO BE RELOCATED REDLANDS, -97 -A. 92J74 CATC I BASIN DETAIL DIRECTION @�_REMOVE EXISTING PCAC DRI APPROAC, 909 799 6JO S,ALE: 1 10' Qp�- REMOVE EXISTING T RE HENRY C. ROQUIZ RCE J7037, EXP. 61JO114 C SIDEWALK. IN CENTER WAY PLA AND PROFILE OF STREET IMPRO WEMEN,TS 764 FOR klu CHER Y A VEIN 10 -23 -03 STA, 27+00, 0 TO STA. 37+0 .00 DATE 2 A - SCALE: 1* ;�PPROTECT IN PLACE i REMOVE AND R�CONSTRUI -1%1849'al 4w%I11b'w1490)-X1THPq11=1NCLV CONSTRUCT CUR'13 ORAIN ;'�CON.5TRZT MA5ONRY R1 I EXISTING BLOCK( WALL 0 OATES /F AMY IN KINO R FAWA 5TO MAN NO. 15 ININO k4ALL. PER 670. 614 i SHOULD CO�STRUCTIO OF THE REQUIRED IMPROVEM. . TS NOT OMMENCE WITHIN TWO Y RS OF THE DATE OF APPROVAL SHQVN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY 'EQUIRE REVISIONS TO T�E PLANS TO IRING THEM INTO CONFORMANCE WITH INDITIONS AND'STANDARD IN EFFECT. IIJ. iJ I IL NU. ttt-._1-k.Z)=Q PER AOOWUM NO. / - CONSTRUCT B 0 -2oaw 07 No. 1643 EXD pq 6/30) 05 C IV F Ow, L.D. KING, INC. - 2151 CONVENT SUITE 100 ONTARIO, CA c% (909) 937-021 12\ WID EXISTING DRIVEWAY T='GrON�STRUCT 7 11.5. 14 Y.� iLIC-_^.'%_' MEDIAN , ADDE) S. D. LA T. PER S. D. PLAA NO. 2895 11.5. 14 EXISTING A.C. PAVEMENT. CONSTRUCT VARIAB.E THICKNESS AC OVERLAY (0.15 MIN.). 11 A U WATER VAL E TO GRADE PER CITY OF FONTANA STD. DETAIL NO. (0000.& Q�--ADJUST MANHOLE 10 GRADE. POWER POLES TO EE RELOCATED BY OTHERS @-WATER METER TO EE RELOCATED PER FONTANA CAIRL J. MLTAN, R.C.E. No. 16434 EXPIRES 6-30-05 REV. coL: REVISION DESCRIPTION DATE ENGR. HYDRANT TO BE RELOCATED PER FONTANA IN CENTER WAY PLA AND PROFILE OF STREET IMPRO WEMEN,TS 764 FOR klu CHER Y A VEIN 10 -23 -03 STA, 27+00, 0 TO STA. 37+0 .00 DATE 2 A - SCALE: 1* ;�PPROTECT IN PLACE i REMOVE AND R�CONSTRUI -1%1849'al 4w%I11b'w1490)-X1THPq11=1NCLV CONSTRUCT CUR'13 ORAIN ;'�CON.5TRZT MA5ONRY R1 I EXISTING BLOCK( WALL 0 OATES /F AMY IN KINO R FAWA 5TO MAN NO. 15 ININO k4ALL. PER 670. 614 i SHOULD CO�STRUCTIO OF THE REQUIRED IMPROVEM. . TS NOT OMMENCE WITHIN TWO Y RS OF THE DATE OF APPROVAL SHQVN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY 'EQUIRE REVISIONS TO T�E PLANS TO IRING THEM INTO CONFORMANCE WITH INDITIONS AND'STANDARD IN EFFECT. CH RRY AVENUE DMWN BY: CHERRY A UE STREET IMPROVE ENTS ScALE:, PS JURUPK AVE. TO SLOVER A 1 =401 DESIGNED Ur. From 1000' P/p Santq.Ana DATE: PS OCTOBER 2003 10. 0 Anta Ana Ave, CHECKED APPI 1�� DRAWING NO.: 5 3154 T Cl ENGINEEFF R.C.F, J�46. 15Z &� pmwwmwp� k IIJ. iJ I IL NU. ttt-._1-k.Z)=Q IVV42 CONSTRUCT B 0 STD. DETAIL N I. 140-3-.100O.A T='GrON�STRUCT 7 PARAB'^' �F��Aff iLIC-_^.'%_' MEDIAN _��T TAPER PER APWA 'STD 140-2. (D -REMOVE EXISTING A.C. PAVEMENT. CONSTRUCT VARIAB.E THICKNESS AC OVERLAY (0.15 MIN.). 11 A U WATER VAL E TO GRADE PER CITY OF FONTANA STD. DETAIL NO. (0000.& Q�--ADJUST MANHOLE 10 GRADE. POWER POLES TO EE RELOCATED BY OTHERS @-WATER METER TO EE RELOCATED PER FONTANA WATER coL: 81 --FIRE HYDRANT TO BE RELOCATED PER FONTANA WATER CO. . PLAN NO. 2-B, BY 071HER5. & @-CONSTRUCT RADIAL COMMERCIAL DRIVEWAL EN ANCE PER CITY OF FONTANA STD. DETAIL NO. !G2 G 1002 M001FIE12. U�_-= REWME- VIST N_G _C ]_R �BA @-MAIL BOX TO BE RELOCATED PER CITY INSPECTORS DIRECTION JED PER CATY INSP EICTORS DIRECTION @�_REMOVE EXISTING PCAC DRI APPROAC, OR AC Qp�- REMOVE EXISTING T RE 3�07- REMOVE EXISTING P C SIDEWALK. 32 EXISTING FENGE TO BE RELOCATED TO PROPOSED RIGHT OF WAY.tCLP OR INCLUOINCSOATE51FAN INKINO& iffiRU�CT3�0*-RZC:l STORM DRAIN &-CONSTRUCT CURB PENING CATCH BASIN PER AM ERICAR PUBLIC RKS ASSOCIATION STANDARD PLAN NO. 300-2, EE DETAIL ON SHEET NO. 9, 35 CONSTRUCT LOCAL DEPRESSION PER SAN BERNARDINO COUNIY TRANSPbRTATION DEPART�ENT -2 STANDARD PLAN NO. 203B. SEE DETAIL ON SHE_ET 8. H PER PLAN. T-TTV :0-F F NTANA. CAL FORNIA CH RRY AVENUE DMWN BY: CHERRY A UE STREET IMPROVE ENTS ScALE:, PS JURUPK AVE. TO SLOVER A 1 =401 DESIGNED Ur. From 1000' P/p Santq.Ana DATE: PS OCTOBER 2003 10. 0 Anta Ana Ave, CHECKED APPI 1�� DRAWING NO.: 5 3154 T Cl ENGINEEFF R.C.F, J�46. 15Z &� pmwwmwp� k