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HomeMy WebLinkAbout4765-210+00 160 N. Riverview Drive, Ste. 100 t Anaheim Hills, California 92808 (714) 685-6860 DRC Engineering Inc. Civil Engineering/Land Surveying/Land Planning O r` N 11+00 1 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -H = 19. HORIZ. 1 "=20' PROFILE SCALE: VERT. 1 is 12+00 PROTECT ALL EXISTING CONDUITS IN PLACE -H OFI 8" 13+00 v .H KAVA an 14+00 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q ESS/ TCC AGE �I I`i SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c `9N No. 45715 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-10 �q�, BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVIL FOF cA�-�F� STANDARDS IN EFFECT. M 1. 0I Wy.; Prepared Under The Supervision Of : V- .wa--"� R.C.E. 45715 Date : 15+00 CONSTRUCTION NOTES: O CONSTRUCT CONCRETE CURB AND GUTTER, 8" CF PER CITY STD. NO. 1003. v O CONSTRUCT 6.5" MIN AC OVER 12" MIN OF 95% COMPACTED N ATI VE O3 CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. 1006. 0 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1002 (W=PER PLAN) c O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. c 1004. E c O6 RELOCATE EXISTING STREET LIGHT PER CITY STD. 404 CASE 7 ONE 16000 LUMEN HPSV 150 WATT #15 T- n\ c V O7 INSTALL DETECTABLE WARNING SURFACE PER CBC 1133B.8.5 � 0� cc cS REMOVAL NOTES: F R1] REMOVE EXISTING CATCH BASIN x_ R2 REMOVE EXISTING STORM DRAIN LATERAL PIPE I V4'W ITr_ DRAWN BY: CM DESIGNED BY: RC CHECKED BY: o(A RV LEGEND: REMOVE EXISTING INTERFERING PORTIONS OF AC PAVEMENT, C&G, AC BERM AND CONCRETE SIDEWALK, ETC. PROPOSED AC PAVEMENT LA LANDSCAPE AREA Z GRAPHIC SCALE 20 0 10 20 40 ( INS) 1 inch = 20 ft. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS C A NORTH OF S. HIGHLAND AVE. A P D BY. ITY ENGINEER RCE 51152 DATE: c c c CURVE TABLE �Q CURVE LENGTH RADIUS DELTA TANGENT C1 78.44' 50.00' 89'52'51 " 49.90' C2 18.86' 12.00' 90002'04" 12.01' C3 18.84' 12.00' 89'57'56" 11.99' C4 39.28' 25.00' X9,0'02'04" 25.01' C5 12.15' 30.00' = X23'12' 6" 6.16' C6 12.17' 1 30.00' 1 x=23'14'10" 6.17' 1 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -H = 19. HORIZ. 1 "=20' PROFILE SCALE: VERT. 1 is 12+00 PROTECT ALL EXISTING CONDUITS IN PLACE -H OFI 8" 13+00 v .H KAVA an 14+00 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Q ESS/ TCC AGE �I I`i SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c `9N No. 45715 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-10 �q�, BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVIL FOF cA�-�F� STANDARDS IN EFFECT. M 1. 0I Wy.; Prepared Under The Supervision Of : V- .wa--"� R.C.E. 45715 Date : 15+00 CONSTRUCTION NOTES: O CONSTRUCT CONCRETE CURB AND GUTTER, 8" CF PER CITY STD. NO. 1003. v O CONSTRUCT 6.5" MIN AC OVER 12" MIN OF 95% COMPACTED N ATI VE O3 CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. 1006. 0 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1002 (W=PER PLAN) c O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. c 1004. E c O6 RELOCATE EXISTING STREET LIGHT PER CITY STD. 404 CASE 7 ONE 16000 LUMEN HPSV 150 WATT #15 T- n\ c V O7 INSTALL DETECTABLE WARNING SURFACE PER CBC 1133B.8.5 � 0� cc cS REMOVAL NOTES: F R1] REMOVE EXISTING CATCH BASIN x_ R2 REMOVE EXISTING STORM DRAIN LATERAL PIPE I V4'W ITr_ DRAWN BY: CM DESIGNED BY: RC CHECKED BY: o(A RV LEGEND: REMOVE EXISTING INTERFERING PORTIONS OF AC PAVEMENT, C&G, AC BERM AND CONCRETE SIDEWALK, ETC. PROPOSED AC PAVEMENT LA LANDSCAPE AREA Z GRAPHIC SCALE 20 0 10 20 40 ( INS) 1 inch = 20 ft. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS C A NORTH OF S. HIGHLAND AVE. A P D BY. ITY ENGINEER RCE 51152 DATE: c c c �Q o� o�c� cc J D. E � Q CO r vc v� Ic vc% UI cc �c" F= ac c U c m �a CK) V. corZ H V. a 4_ M 0 C a0c co t c a OV cc Ea 00V W� r'. .000' c oc 0:LL o� az c i Ln 00 coa cc cc N� c SCALE: Zw AS SHOWN c DATE: 7/26/10 w DRAWING NO.:2z 4765LLL wff