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HomeMy WebLinkAbout5771-230 28 27 W + 26 a 25 M STOR DRAIN PER N c CITY DWG. NO. 5774 0 BCR I 6 R/W� v'—, 1715.99 TC 10+00.00 CL INT LA BODEGA WA STIR. STA. 10+53.50 CATCH BASIN #2 DETAIL CASE "C" W=7' 3 V=8.21' NOT TO SCALE C Q 0 0 N 6 DIAL TWO WORKING BEFORE DAYS BEFORE 6j YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J CL REV. LEONETTI LANE SEE SHEET 5 88, 34' 34' 10, 24P 110. I II l 11 1 w l 11 I II I m 71 r �■� E•1� ��i'� �fi i �. • ' 1712.63 TC r A '. _ F 10, I 20' 20' 0' 30' F 30' 60' KRU G LANE SEE SHEET 7 REVISION DESCRIPTION STA. 11 +43.36 714.27 FS/AC 1740.35 FS/AC LL F— U_ C4 c�C%JD cD Il- CV ire nn r;� nn CATCH BASIN #8 DETAIL CASE "C" W=14'1 V=8.21' NOT TO SCALE ENGR. I DATE I CITY I DATE 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 N 24 23 22 21 ECR T SEWER PER iTY 1715.99 DWG. NO. 5772 L.O.S. (TYP.) 11 I U 20 19 co00 �218 � R/W1 r- 17 15 .96 CL INT LA BODGEA WAY= 87 88 89 90 91 92 93 94 � I BG 1724 90 TC . ITS, ................. 9' STIR. STA. 11 +49.44 CL CB NO. 7 co�' nano nn tin 714.02 FS/AC/ 1714.11 FS AC 17 CATCH BASIN # 7 DETAIL CASE "C' W=14' V=4.38' NOT TO SCALE Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 AC 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: N00'33'32"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 EC 1725.05 TC 10, 20' 20' 10, 30, 30, 60' JUSTIN STREET SEE SHEET 5 13 12 CONSTRUCTION NOTES 10-- CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE PER SOILS ENGINEERS REPORT AND GENERAL NOTE 32 CONSTRUCT 6' PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 30---- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' CONSTRUCT 4' PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001 W=16' UNLESS NOTED OTHERWISE PNAL lY DECORATIVE LED STREET LIGHT — SCE# 10205809 (41 WATTS) CARPINTERIA POLE TD. 404 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO 3003 (CASE C) CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 90'00'OO" 39.27' 25.00' — B 110.00' 1900'O2" 19.20' 9.62' — C 60.00' 11900'05' 115.19' 1 85.69' D — -- 42.71' — N 80'40'50" W E — — 42.71' — I N 10'40'55' W GRAPHIC SCALE 40 0 20 40 80 .c (IN FEET) 1 INCH = 40 FT. Prepared By: CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING o e� o J. s `°"�� �o� �<< STREET IMPROVEMENT PLANS Civil Engineering - Land Surveying - Land Planning� �� DRAWN BY: 16BB6 Seville Avenue 0)�7 CV TRACT NO. 20154 SCALE' AS NOTED Fontana, California 92335 No. 36052 DESIGNED BY. LA BODEGA WAY DATE: (SOs) 56-1I315 Fax (909) 365-1795 Exp. 6/30/2© DBW STA. 10+00.00 TO STA. 16+50.96 January, 2019 • 14 - rrie �rF c j V 1 �_ OE'�`e CHECKED BY: APPROX!ED sY r -- _ _ DRAWING NO.: RAYM ND J. ALLA D, A.C.E. 36052 OF* CA0 RJA --- { x - DATE:_ 1-17-2019 5771 _:. (expires 6/30/2020) CITY ENGINEER R.C.E. 51152 7 Filename: ACal Atlantic\Summit at Rose na\Drawin gs\FINAL DESIGN\ I ntract\PA 2\STREETS\TR-20154_STREET SHT 2.dwg