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HomeMy WebLinkAbout5335-66C 54 53 52 N W W Q 0 Q CN __7 -C /wV#VVVVwVyVVVVVVV~ Li DIAL TWO W❑RKING BEFOREA'(S)DAYS BEFORE Q YOU DIG YOU DIG TOLL FREE 1-800-227-2600 p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL UI U REV. X51 72 13+15.75 E 1378.05 TC 8" WATER - BY OTHERS 50 W REVISION DESCRIPTION r7 0 73 74 13+15.75 E 3) 1382.63 TC ov - CENTERLINE DRIVEWAY STATIONS LOT # STATION LOT # STATION 39 16+38.85 72 10+79.73 40 15+88.94 73 11+29.73 41 15+38.85 74 11+60.31 42 14+88.85 79 13+06.09 43 14+38.85 80 13+56.09 44 13+88.94 81 14+06.17 45 13+38.85 82 14+56.09 46 12+88.94 83 14+86.67 47 12+28.85 88 16+33.19 48 ,11 +78.94 89 16+83.21 49 11 +28.85 90 17+1347 N W W Q 0 Q CN __7 -C /wV#VVVVwVyVVVVVVV~ Li DIAL TWO W❑RKING BEFOREA'(S)DAYS BEFORE Q YOU DIG YOU DIG TOLL FREE 1-800-227-2600 p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL UI U REV. X51 72 13+15.75 E 1378.05 TC 8" WATER - BY OTHERS 50 W REVISION DESCRIPTION r7 0 73 74 13+15.75 E 3) 1382.63 TC ov - CURVE & LINE TABLE 30' 30' o rri + 00 � 12' 18' 18' 12' oZ N � 25.00' `I �I 79 25.00' - - B 112.00' 10'00' 10" 19.55' 9.80' C 13+15.75 E LO 01 119.04' o� 1382.63 TC 00z D - � - 0 S80'00'02"E 42.34' E A/ 11 AA - - 8 5....... .. ,�(9...:.:. ENGR. I DATE I CITY I DATE 15 8" SEWER PER CITY DWG. NO. 5354 80 81 82 (TYP) C4I� /-yJ r3-) R/W - (TYP)� 46 45 12" PVC PER ROUGH GRADING PLAN .:la, 332.03' 44 R/W 43 0 C 42 AVOCADO COVE DRIVE SHOULD CONSTRUCTION OF REQUIRED WIPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY EN©NEER MAY REQUIRE REVISIONS TO THE PLANS TO BRINC THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 U SEE SHEET 5 N 32' 32' m ,, L6 00 1 ' 20' 20' 1 r,*, °p " W 83 Co 88 89 0 1TC CR 15+01.50 ECR 3 1390.21 TC 100 z 11 L/ , 8 1 (TYP) C, W 41 Q 40 BASIS OF BEARINGS: 39 I 38 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, M.B. 340/72-73, BEING: N 00'00'12" BENCHMARK 2" BRASS CAP LOCATED ON THE TOP OF CURB AT THE EASTERLY END OF THE CURB RETURN AT THE NE CORNER OF SIERRA AVE. AND MILLER AVE. ELEVATION: 1364.32 90 4.60 E 07 TC 8" WATER BY OTHER kh NOTE- CONTRACTOR OTECONTRACTOR AND SURVEYOR TO VERIFY DRIVEWAY CENTERLINE LOCATIONS WITH ENGINEER PRIOR TO STAKING AND CONSTRUCTION. w CC 36 0 U U U 4 C �:2 Prepared By: I'ma ALLARD ENGINEERING ma Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 365-1795 ,(. Aaym❑ d 1. Al rd, A.C.E. 36052 Date (expires 6/30/2016) 35 BC 1393. 33 EC 34 CURVE & LINE TABLE f 0 RADIUS DELTA LENGTH TANGENT oZ 47 o 0 25.00' `I �I 39.27' 25.00' - - B 112.00' 10'00' 10" 19.55' 9.80' C 1 62.00' 110'00'21" 119.04' o� - o D - � - 0 S80'00'02"E 42.34' E � O - - O 42.34' F 112.00' 10'00'09" ,cc 9.80' Q - G 112.00' 12'57'06" 25.32' 12.71' - U U U 11 4'40'13" 124.09' o^ - - I - - - - NC959'570E 42.36' J - - - - N75' 19'43"E 42.71' K 25.00' 91'42'58" 40.02' 25.76' - - L ENGR. I DATE I CITY I DATE 15 8" SEWER PER CITY DWG. NO. 5354 80 81 82 (TYP) C4I� /-yJ r3-) R/W - (TYP)� 46 45 12" PVC PER ROUGH GRADING PLAN .:la, 332.03' 44 R/W 43 0 C 42 AVOCADO COVE DRIVE SHOULD CONSTRUCTION OF REQUIRED WIPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY EN©NEER MAY REQUIRE REVISIONS TO THE PLANS TO BRINC THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 U SEE SHEET 5 N 32' 32' m ,, L6 00 1 ' 20' 20' 1 r,*, °p " W 83 Co 88 89 0 1TC CR 15+01.50 ECR 3 1390.21 TC 100 z 11 L/ , 8 1 (TYP) C, W 41 Q 40 BASIS OF BEARINGS: 39 I 38 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, M.B. 340/72-73, BEING: N 00'00'12" BENCHMARK 2" BRASS CAP LOCATED ON THE TOP OF CURB AT THE EASTERLY END OF THE CURB RETURN AT THE NE CORNER OF SIERRA AVE. AND MILLER AVE. ELEVATION: 1364.32 90 4.60 E 07 TC 8" WATER BY OTHER kh NOTE- CONTRACTOR OTECONTRACTOR AND SURVEYOR TO VERIFY DRIVEWAY CENTERLINE LOCATIONS WITH ENGINEER PRIOR TO STAKING AND CONSTRUCTION. w CC 36 0 U U U 4 C �:2 Prepared By: I'ma ALLARD ENGINEERING ma Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 365-1795 ,(. Aaym❑ d 1. Al rd, A.C.E. 36052 Date (expires 6/30/2016) 35 BC 1393. 33 EC 34 4 (IN FEET) 1 Ir(71= 40 FT.. QROFESS O�9 CITY OF FONTANA CALIFORI A J. q� <z STREET WROVEMENT PLAN �a c- DRAWN BY: TRACT NO. IN39.1 SCALE; w No. 36052 A HMG AS NOTED o; Exp. 6/30/16 � DESIGNED BY: AVOCADO COVE DRIVE DATE; DBW March, 2016 J j9TF OF 1C 1\'\F��\P CHECKED BY: A RO BY: DRAWING NO.: 6 CACHECKED DATE: 3 ' �� RJA CITY ENGINEER R.C.E. 51152 5335 a Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 06.dwg CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BERING TANGENT A 25.00' 90'00'00" 39.27' 25.00' - - B 112.00' 10'00' 10" 19.55' 9.80' C 1 62.00' 110'00'21" 119.04' 88.55' - - D - - - - S80'00'02"E 42.34' E - - - - N 10'00'22" W 42.34' F 112.00' 10'00'09" 19.55' 9.80' - - G 112.00' 12'57'06" 25.32' 12.71' - - H 62.00' 11 4'40'13" 124.09' 96.7 1 ' - - I - - - - NC959'570E 42.36' J - - - - N75' 19'43"E 42.71' K 25.00' 91'42'58" 40.02' 25.76' - - L 25.00' 88' 17'02" 38.52' 24.26' - - 4 (IN FEET) 1 Ir(71= 40 FT.. QROFESS O�9 CITY OF FONTANA CALIFORI A J. q� <z STREET WROVEMENT PLAN �a c- DRAWN BY: TRACT NO. IN39.1 SCALE; w No. 36052 A HMG AS NOTED o; Exp. 6/30/16 � DESIGNED BY: AVOCADO COVE DRIVE DATE; DBW March, 2016 J j9TF OF 1C 1\'\F��\P CHECKED BY: A RO BY: DRAWING NO.: 6 CACHECKED DATE: 3 ' �� RJA CITY ENGINEER R.C.E. 51152 5335 a Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 06.dwg