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HomeMy WebLinkAbout5771-7LA S®DEGA WAY SEE SHEET 2 sa' 30' 30' 10' 20' 20' I 10' m 10+00.00 CL INT KRUG LANE= CIL CB NO. 1 28 V=4' ' PROPOSED STORM DRY F PER CITY OF FONTANA DWG. NO. 5774 M N 83 ECR 1713,00 TC 8" WATER PER WEST VALLEY WATER DISTRICT 82 BCR 1714.07 TC L.O.S r-. STANZA WAY HEITZ WAY SEE SHEET 3 SEE SHEET 4 60' 60' 30' 30- 30' 30' 10' 20' 20' 10' 10' 20' 20' 10' c 1 00 C) I� 61 60 00CN �n I l u - 4 — - 8" SEWER PER CTY 6 12+70. 0 CL INT KRUG LANE= 4 -- — 31 ` wc, OF FONTANA DWG. NO. 5772 10+00. 0 CL INT KASTANIA WA 30 32 33 00 L 34 35 36 37 38 39 29 00 0;::: +— V m C�—r— + m r` KOR U A Gh' V� m L A N E . re) CATCH BASIN #1 DETAIL CASE" B" W=7'1 V=4' NOT TO SCALE ca cu guy O Q T � a = DIAL .� TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG © TOLL FREE 1--800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CL REVISION DESCRIPTION 01 CURVE & LINE TABLE RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 90•00'00" 39.27' 25.00' - B 110.00' 10'00'00" 19.10, 9.62' - C 60.00' 110*00*00" 115.19' 85.69' - D - - 42.71' - N 09°19`07" E E - - 42.71' - N 10'40'53" W F - - 42.71' - N 80'40'53" W G - - 42.71' - I N 79' 19'07" E 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 Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 ,E 41 U 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/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. EL=1428.609 EC .u,;r 45 BEC 1712.73 TC 44 CL CB NO. 5 W=7' V=4' 15+30.00 CL INT KRUG LANE= 10+00.00 CL INT HEITZ WAY 11 \ in 42 � 43 1 STORM DRAIN PER UA 1(;H bA6IN 40 Ut I AIL CASE "B", W=7', V=4' NOT TO SCALE Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16666 Seville Avenue Funtana, California 92335 (909} 56--1815 p Fax (909) 365-1755 RAYMILIND 1. ALLARD, A.C.E. 36052 (expires 6/30/2020) CONSTRUCTION NOTES CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE PER SOILS ENGINEERS REPORT AND GENERAL NOTE 32 20--- 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' 40— 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 INSTALL DECORATIVE LED STREET LIGHT - SCE# 10205809 (41 WATTS) CARPINTERIA POLE PER CITY STD. 404 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 $�--- CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 IS —CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO 3003 (CASE C) 4 ( IN FEET) 1 INCH = 40 FT. e�pFESS�ON CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS :13o DRAWN BY. TRACT NO. 20154 SCALE: A5 NOTED UA No. 36052 r" DESIGNED BY: DRUG LANE DATE: Exp./3a/20 DBW STA. 10+00.00 TO STA. 15+30.00 January, 2019 GI V i�- �`P CHECKED BY: APPROVED BY: -. `f , _ :. DRAWING Ill �F p,�eF� RJA DATE: ;'c.f �. �1-17-2019 o� G5771 7 CITY ENGINEER R.C.E. 51152 Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\Intract\PA 2\STREETS\TR-20154-.STREET SHT 7.dwg