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MEMEMEME -lIIMMMEMMMMMMMMMME '�EMEMMEMEME ' = : � :: i 3MMMMMMMMMMMMMMMMMNEE MEMMEMEMEME loom ■■■■■■■■■■s�.�:s■■■�■■■■■� EMOMMEMME ■■■ ::■ ■■■■enmom ■ MEMEMEMEMEME�� �::i■■■■■ iie■�°■o°si::iiAaive�°eis: ••MEME■ :ii �MMMMMMMM i�9�EMEMEMEMEMEMEMEME - MEMEME _0 �ON MENEMEMMOMMEMEMEM ME i�r=��■ME MENEM C MEMEMEMEMEMEMMEMEM MEN MEMEMEMEMMEMEMEMEiM-. �� Ill■e u■■■MEMEMEMEME MOMMEMEMMEMEME MENEM MEMEMEMEMEMEMEM MOMMEMEMEMEMEMEMEME; on MEMMEMMEMMEMEMMEMEN MENEM MEMEMEMEMMEMEMMEME MEMEMEMEMEME MEMMEMEMEMEMEMMEME �:liIW61i■■M■E■M■�_M��■■C�i�p��■ CURVE TABLE DRAWN BY rJM / MA KNOX A VENUE f ROM �067f N/O SUMMIT AVE TO g #7#N10­-SUWff A VL= CURVE wonw�;N�l:; ' '■■■�1 LENGTH TANGENT Cl 41 011'06 800.00 575.05 ■vW�■e�iF.7�■■� C2 E■■s■■t■��M■■�� 591.11 308.98 0a■e MM�a■:WF9M■M■E■�■�■�E■M■■��■ 778.00 559.00 292.18 �EMEMEMEMMM INN !�E■i■i�■■■■■�■■!!■�■■ MEMOMMEMEME�� ■ rME■ON .. -lIIMMMEMMMMMMMMMME ■■■■■■■■■■s�.�:s■■■�■■■■■� ■■■ ::■ ■■■■enmom �::i■■■■■ ■■s■■ate Ill MOMMEMEME Ill� : MEuii■i MEMEMMEMEMEMEiiiiisi�� MEN..MEN MEMO Emma MOMMEMEMEMEMEMEMEME; MEMEMEMEMEMEME MEMO MEME MEMEMEMEMEMMEMEMEEMEMEMMEMMOMMEMEMMEMMEMMENMOMEMEMEMMEMEME NO MEMMEMEMEMEMEM 11=0F."kINIM MEN MEMEMEMEME MEMMEMEM MEMEMEMEMEMEME111111p Me me! on Nl_ llllqEN A SCALE IN FEET �, , TOWER \ c ' _ 0 40 80 120 160 0 � p tO_ _ - - --_-- _- _ _ o o o PRIOR TO ANY GOMMU►iCW N *VRK, THE E��S�N - AVIENNALAKIZ �' W �` z COMB CM SH�tLL POTHOLE Tn VERIFY THE z E u, 379 -� o Z o j L04TTJ�IDN ELEVATION OF ALL U?ILITIES OF J, QCIST SOUTH�Rt 'CALIFORNIA D GAS COMPANY 36" GAS LINE .W ~ ` PHASE 1 PHASE 2 DWG D• �. 5 A OM 1TT�� c v 0 5 POSSIR E CONFLACT, rn U -i co lV Q EXIST SOUTHERN CALIFORNIA `r• 6� �- ''� ��' } Q—CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1003. Q -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C/TY STD. PLAN NO. 1015. ROQ Q�O�ESSIpNq 1 M IZ' ��- �'�Q� D- ®RA - Q- 0 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE E\Y �� 9,. � V!/i N APJ ® THESE RECLIU ORD DRAWINGS HAVE BEEN PREPARED IN INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /10). PART, ON THE BASIS OF INFORMATION COMPILED AND as � OMITTE►' v .: �3 % FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSION ARK: 8-17 BASIS OF BEARINGS: �{A S WHICH BENCH M � AVE BEEN INCORPORATED INTO THE DOCUMENTS AS CAL TRANS BENCHMARK -17. A , RESULT THEREOF. ,�► BRASS CAP IN THE C CRETE BASE OF THE BRG N089'59 31 E \ rr 1rc THESOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE ' 343'NORTH OF HIGHLAND, 0.2 MI WEST AS SHOWN ON TR. NO. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11. OF SIERRA A VE DIG,�,E ► T TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIP ]]ON DATE I ENGR. I CITY I DATE 5 . DLYT TED A -,CgPfj DI KE)ST, LT.) WfAly-71 Wt—( I `115f Lf 'Ito SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE W/ THIN 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 2NFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. O M ITTED��'� INSTALL KING K199E CALIFORNIA LUMINAIRE TYPE K199-E4R-11-150-HPS-120-K16-PBC Lam✓ (H=14.5 ) 0 SOUTHERN CALIFORNIA EDISON EASEMENTS. 7� ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109. &ADJUST WATER VALVE COVER TO GRADE PER CITY OF FONTANA STD. PLAN NO. 130. ga— CONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005. CONSTRUCT 8" AC DIKE PER DETAIL ON SHT. NO. 2. F D Nl 1 T Tin Prepared Under The Supervision Of : PREPARED /N THE OFF/CE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO , CA 91761 PHONE (9091 937-9151 _ CL&Da to CURVE TABLE DRAWN BY rJM / MA KNOX A VENUE f ROM �067f N/O SUMMIT AVE TO g #7#N10­-SUWff A VL= CURVE DELTA RADIUS LENGTH TANGENT Cl 41 011'06 800.00 575.05 300.58 C2 41 ' 12'07" 822.00 591.11 308.98 C3 41010'02" 778.00 559.00 292.18 `r• 6� �- ''� ��' } Q—CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1003. Q -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C/TY STD. PLAN NO. 1015. ROQ Q�O�ESSIpNq 1 M IZ' ��- �'�Q� D- ®RA - Q- 0 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE E\Y �� 9,. � V!/i N APJ ® THESE RECLIU ORD DRAWINGS HAVE BEEN PREPARED IN INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /10). PART, ON THE BASIS OF INFORMATION COMPILED AND as � OMITTE►' v .: �3 % FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSION ARK: 8-17 BASIS OF BEARINGS: �{A S WHICH BENCH M � AVE BEEN INCORPORATED INTO THE DOCUMENTS AS CAL TRANS BENCHMARK -17. A , RESULT THEREOF. ,�► BRASS CAP IN THE C CRETE BASE OF THE BRG N089'59 31 E \ rr 1rc THESOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE ' 343'NORTH OF HIGHLAND, 0.2 MI WEST AS SHOWN ON TR. NO. OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 29617-11. OF SIERRA A VE DIG,�,E ► T TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIP ]]ON DATE I ENGR. I CITY I DATE 5 . DLYT TED A -,CgPfj DI KE)ST, LT.) WfAly-71 Wt—( I `115f Lf 'Ito SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE W/ THIN 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 2NFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. O M ITTED��'� INSTALL KING K199E CALIFORNIA LUMINAIRE TYPE K199-E4R-11-150-HPS-120-K16-PBC Lam✓ (H=14.5 ) 0 SOUTHERN CALIFORNIA EDISON EASEMENTS. 7� ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109. &ADJUST WATER VALVE COVER TO GRADE PER CITY OF FONTANA STD. PLAN NO. 130. ga— CONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005. CONSTRUCT 8" AC DIKE PER DETAIL ON SHT. NO. 2. F D Nl 1 T Tin Prepared Under The Supervision Of : PREPARED /N THE OFF/CE OF MADOLE AND ASSOCIATES, INC. 760-A SOUTH ROCHESTER AVENUE ONTARIO , CA 91761 PHONE (9091 937-9151 _ CL&Da to CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY rJM / MA KNOX A VENUE f ROM �067f N/O SUMMIT AVE TO g #7#N10­-SUWff A VL= SCALE AS SHOWN DESIGNED BY DArE- MARCH 2005 CHECKED BY APP OVED Y A DRAWING NO. 37047 4 RCE 3 637 EXP. 6-30-0 WENDELL L. /WA TSURU� I TY ENGINEER R. C. E. 51152 DATE