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HomeMy WebLinkAbout5113-60 -A AADAll 1-'lAACA7AAlA IG,�E � T 'c.`:�: yj bLF UKP `�/ DAYS BEFORE YOU DIG Yau DIG v TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a CL irorERsfcnoN 12+22.00 CL MESSINA STREET= 12+63.02 CL SORIANO WAY STREET STATION 61 62 63 64 65 LOT Ir PAD= 1677.8 PAD= 1678.8 PAD= 1679.5 PAD= 1679.8 PAD= 1680.3 O O 8" WATER PARK BY OTHERS PROPOSED R/W „�.. CL INTERSECTION T�' _ ,� ,� - ry.k........_. 10+00.00 CL MESSINA STREET= �' +" STREET STATION ' r------- .. 10+00.00 MESSINA STREET= 15+65.02 BELLA WAY CL MH NO. 11 N89'36'2rE I, I' r I' 5' 30 30' 60' BELLA WAY SEE SHEET 5 -- 8" WATER 5# BY OTHERS 41 MESSINA STREET REV. REVISION DESCR?TION DATE ENGR. CITY DATE SHOULD CONSTRUCTION of REQUIRED WIPROYSdENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILICENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIK STRATHAM HOMES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E 2201 DUPONT DRIVE, SUITE 300 BENCHMARK IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. E"ATX) N = 1428LM i� # (IN INT) 1 rm ■ 40 FE CONSMCDO-N NOTES I51 CONSTRUCT 8" EXTRA STRENGTH V.C'.P. SEWER UVN 2 CONSTRUCT 48" PRECAST CONCRETE: MANHOLE PER CITY STD. DWG. NO. 2001 3 CONSTRUCT 4" V.C.P. SEDER LATERAL & HOUSE CLE4I1OUT PER CITY STD. M. NO 2005 4 CONSTRUCT BVKWATER CHECK VALVIE INSTALL S' PLUG 4' SEWER LATBM TRACT ISU25ol N '- FESS QRO / 0 LOT NO. DESIGN STA. "AS—BUILT" STAB 5 61 10+19.0 X 62 10+55.2 cz o +&n = 11+00.8 UA Exp. 6/30/16 jP� X 64 a C I v 1 \� It, F#*r 66 67 12+00.7 6 o 66 12+57.9 PAD=1680.7 PAD= 1681.2C5. 67 13+00.8 X 7 0 (D -d + 3 TYP. _ MESSINA STREET REV. REVISION DESCR?TION DATE ENGR. CITY DATE SHOULD CONSTRUCTION of REQUIRED WIPROYSdENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILICENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT BASIS OF BEARINGS: PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIK STRATHAM HOMES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E 2201 DUPONT DRIVE, SUITE 300 BENCHMARK IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. E"ATX) N = 1428LM i� # (IN INT) 1 rm ■ 40 FE CONSMCDO-N NOTES I51 CONSTRUCT 8" EXTRA STRENGTH V.C'.P. SEWER UVN 2 CONSTRUCT 48" PRECAST CONCRETE: MANHOLE PER CITY STD. DWG. NO. 2001 3 CONSTRUCT 4" V.C.P. SEDER LATERAL & HOUSE CLE4I1OUT PER CITY STD. M. NO 2005 4 CONSTRUCT BVKWATER CHECK VALVIE INSTALL S' PLUG 4' SEWER LATBM TRACT ISU25ol CITY OF FONTANA CALIFORNIA FESS QRO / 0 LOT NO. DESIGN STA. "AS—BUILT" STAB � ILK YES NO 61 10+19.0 X 62 10+55.2 X DRAIN BY: HMG/DBW 63 11+00.8 UA Exp. 6/30/16 jP� X 64 11+57.8 C I v 1 \� It, F#*r X 65 12+00.7 6 X 66 12+57.9 X 67 13+00.8 X m Filename: I:\Stratham Homes-129\Fontan 25ac\DWG's\FML DESIGN\sewer\Phcse 1\TR 18825-1 SEWER 06.dwg CITY OF FONTANA CALIFORNIA FESS QRO / 0 J. q4 < SEWER IMPROVEMENT PLANS �T 36052 DRAIN BY: HMG/DBW TRACr 18&5-1No. SCALE: AS NOTED UA Exp. 6/30/16 jP� MESSM STREET STA. 0 STA, 1. 4100 DESIGNED BY: DBW DATE: February, 2015 C I v 1 \� It, F#*r CHECKED BY: APPR D IB: � 6 CA`� �JAB. DATE: 5113 CITY ENGINEER R.C.E. 51152 7 Filename: I:\Stratham Homes-129\Fontan 25ac\DWG's\FML DESIGN\sewer\Phcse 1\TR 18825-1 SEWER 06.dwg