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HomeMy WebLinkAbout5808-2* NOTE.• CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. 17+ 00 18+ 00 19+ 00 20+ 00 21 + 00 22+ 00 10+ 00 11 + 00 12+ 00 g 7 7 cn 7 INT + + \ I(M17+34.96 OAKVILLE STREET =18+86.49 NAPA VALLEY RODAQ o C� cn c') II I � I 11 II \ �I II�C 2 3 19 C A s \ 1 C 2 I 1 \ \ 8" SEWER vVA� vv� 65 gCR II \ \ �\ l 181 3 TC \\\ 884.9� ' u p D co rn M 7 7 n\ 73 32' �k \ 2 60> ROAQ AP/vA67 Y p�C 51 PER cl TOLL FREE -qmmmw' DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 51 Jl 2 ol; 4 0� odI� c �o 1111110= Elm REV. I REVISION DESCRIPTION J ENGR. J DA TE I CITY I DATE IN (z)°5 rn � a__.__ _ 8" WATER W 1 1685.65 TC o R/W rn 53 o co o �o 6 0� o� � I 7 N N 0- ol03 C) +I° co co C� � C� N 13+65 00 BCR w 12+75.00 ECR I _ 1682.61 TC "J mlv 54 SIN NIA 64 I INT 21+66.00 OAK_VILLE STREET 13+20.00 RUBICON WA YY 111 63 f 20' 20' 30' 30' 60' CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT 0 14 2I '32" 400. 00' 100.24' 50.39' 0 14 2I '32" 420.00' 105.26' 52.91 ' 0 90 00'00" 25.00' 39.27' 25.00' ® 14 21 '32" 380.00' 95.23' 47.87' 55 89 42'20" 25. 00' 39.14' 24.87' © 89°16'06" 25.00' 38.95' 24.68' CONSTRUCTION NOTES SEE SHEET NO 4 ROYAL OAKS WAY 60' 30' 30' 0 INT 20' 1 20' 10+00.00 STAGS LEAP LANE =12+10.10 ROYAL OAKS WAS\I 71 LINE TABLE NO. BEARING LENGTH O N74 5735 "E 93.19' © N89°19'07"E 237.60' © N74 5735 "E 44.85' DO N89'19'07"E 192.60' OE N89 3647"E 168.26' OF N89 3647"E 76.49' © N89 3647"E 75.95' 72+ 73 CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 959 COMPACTED NATIVE SUBGRADE SEE SHEET NO 6 (SEE GENERAL NOTES 31 & 32) & CITY STD. PLAN NO. 401 RUBICON WAY CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 PREPARED FOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CORONA, 980 MON TECI TO DRIVE, SUITE 302 , SU SU THE CITY ENGINEER MAY REQUIRE CA 92879 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 STANDARDS IN EFFECT. 3� CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH = 5) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003 CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002 (SHEET 1 OF 2) INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 INSTALL DECORATIVE STREET LIGHT PER STREET LIGHT PLAN BASIS OF BEARING ENGINEERING J57 N. SHERIDAN STREET SUITE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242197--98. SURVEYING FAX (951) 279-4380 BEING.- N003332"W Engineering, Inc. BENCHMARK: CAL TRANS BENCHMARK #8-17 . \ `' 0711112019 BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 AMIR H. FALLAHI , RCE 55534 DA TE MILES WEST OF SAN SEVA/NE ROAD. ELEVA T/ON=1428.609 PROFILE SCALE HORZ.• 1 " = 40' VERT 1 " = 4' �I� * INT m I� �I Iti 11+68.26 STAGS LEAP LANE '-I� Jr" � �I [=-18+52.54 MONTELENA ROAD I� 03I� Lc)r< QI N / +I ° z + I� �I N ICQ i NCX3 �Q III II 33 —j RIW - I I I I 1 �I E FAl 2 II G 3 Q) N , it i II R/W z 34 i fall � � e1132 128 LZ o �, I� m I~ 60' o I- N �I- I� to MONTELENA ROAD ol� �I N I o PER CITY DWG 5767 %RpFESS/pN� DESIGNED BY.• No. 55534 m Exp. 12/31 /19 * JS/BB DRAWN BY.• Civic- 9TFOF UN, L\F JS AC JC CHECKED B Y.- AF 0 SCALE.- I "40' 0 40 80 120 CITY OF FONTANA, CALIFORNIA 0 ON -SITE STREET IMPROVEMENT PLAN SUMMIT AT ROSENA - TRACT NO.202143 SCALE. AS NOTED OAKVILLE STREET & STAC'S LEAP LANE DA TE• JUL Y 2019 APPROVED BY. DRAWING NO: ��2'1�4►'TE 8/1 /2019 2 CITY ENGINEER RCE 51152 5808 6 0 0