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HomeMy WebLinkAbout5771-639" RCP STORM DRAIN PER CITY DRAWING NO. 10+00.00 CL INT LEONETTI LANE= EXISTING WEST VALLEY WATER DISTRICT 12" WATER LINE EXISTING 36" RCP STORM DRAIN PER CITY DRAWING NO. 5602 46' 4C 1 34' [_L2' Ilk II I 1 i Im"T slxm� SEE SHEET 2 60' 30' 30' 10' 20' 20' 10' 8" WATER PER CITY o o cam., OF FONTANA WATER 0 to 24 +� to f . rl-� BCR ,— L1 1717.21 TC _; 8' I' N 89"1 I � 11 it7 o I ... I ICF Ij t I II 1 C 34' 12' ' 46' 46' 92' CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 90'00'00" 39.27' 25.00' - B 35.00' 90'00'00" 54.98' 35.00' - REV. TOLL FREE "mmm" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 L.O.S: BCR 1715.42 TC 1713.64 TC m , 25 O UO kf7 + LEONETTI LANE REVISION DESCRIPTION ENGR. I DATE I CITY I DATE 0* 87 12+03.00 CL INT LEONETTI LANE= 12+43.47 CL INT LA BODEGA WAY . •j SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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 CONFORMANCE WITH CONDITIONS.AND STANDARDS IN EFFECT 10+00.00 CL INT GROVE MILL LANE= 13+22.13 CL INT HEITZ WAY Prepared For: LEN NAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 LOT RK" 57 H E �TZ WAY SEE SHEET 4 60' 30, 30' 10' 20' 20' 10' r m 0 pn w 49 m co rn of f a r ECR 1720.30 TC _LOT "B° CITY DWG. NO. 5767 :• 35' 22' 8" WATER PER WEST VALLEY WATER DISTRICT .w • O Q 4 iilii. . BASIS OF BEARINGS: THE EAST LINE OF THE SE 1 /4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVE., PER PM NO. 19431, PMB 242/97-98 BEING: N0933'32"W BENCHMARK: CALTRANS BENCHMARK #8-17 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/O 1--210, 0.2 MILES WEST OF SAN SEVAINE RD. EL=1428.609 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 113966 Sevilla Avenue Fontana, California 92335 (901 356-181 Fax (909) 336/5-1795 011� f HA MCND J. ALLARD, R.C.E_ 36052 (expires 6/30/2020) CONSTRUCTION NOTES (jJ- CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE PER SOILS ENGINEERS REPORT AND GENERAL NOTE 32 2�- CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' INSTALL DECORATIVE LED STREET LIGHT - SCE# 10205809 (41 WATTS) CARPINTERIA POLE PER CITY STD. 404 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO 3003 (CASE C) 1 +98.00 CL INT GROVE MILL LANE= 1+49.45 CL INT NAPA VALLEY ROAD ►s GRAPHIC SCALE 0 20 40 80 (IN FEET) 1 INCH = 40 FT. CITY OF FONTANA, CALIFORNIA Q�o'ESS/0 ��45 � .��-1 STREET IMPROVEMENT PLAN co a� 9�0 � DRAWN B V TRACT NO. 20154 SCALE: AS NOTED No. 36052 m j1 m DESIGNED BY: LEONETTI LANE-STA. 10+00.00 TO STA. 12+03.00 DATE: Exp. 6/30/20 � DBW GROVE MILL LANE-STA. 10+00.00 TO STA. 11+98.00 January, 2019 IV- ��� CHECKED BY: APPROVED BY'.-.. : ' DRAWING NO.: A� o� CA-�RJA ;'r= f�- �.. n{ * DATE: 1-17-2019 5771 6 CITY ENGINEER R.C.E. 51152 7 Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\Intract\PA 2\STREETS\TR-20154_STREET SHT 6.dwg