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HomeMy WebLinkAbout3870-2I BENCHMARK SAN BERNARDIN.O COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 0 •• •• 1 onn In")n n ILN A 2 AAWA DIAL BEFORE DAYS ORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LAI • 1 1 1 1 1 I 1 1 1/ 1 I I 1 1 1 1 1 1 I 1 /\-1 ■ 1 1 I V 1 I 1 1 I I 1 1 1 I 1 1 - 1-- --T SEE SHT 4 OUNCE . COURT R EC . pdo. •lo 20 ALPINE DRIVE •10 r-=CAN1 AVE i ,L� • �fPAD 1028.1 LA .; 39 PACS 10'26.3 RECORI) DRAWINGS PNKRED - BY NADOLE. d ASSOCIATES, SNC. TABLE: 200-1.2 [A] SEVE SZE PERCEN'TAOE PASS SEVES 1 1/2" - 1" - 3 4" 100 112- 90-100 318- 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B 6" MIN 100 TYPICAL BEDDING FOR 8" VCP ESS THAN 10' DEEP DATE ENCR an DATE SHOULD CONSTRUCTION OF THE 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. 6" MIN 10 M MIN MAX -3" MAX. SIZE NATIVE - !ElwOIL COMPACTED 95% 6" MAX. SIZE — NATIVE SOIL COMPACTED 90% 1" MAX. SIZE — SELECTED NATIVE BEDDING COMPACTED z TO 90% S" 0 1/2" CR'1SHED STONE E)EDDING PER = L7 APWA CONSTRUCTION WIII- III= - TABLE 200 1.2 [A] SHOWN TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER N.T.S. °I, Lot No. DESIGN "AS BL LT BACKFLOW 40 5+91.37 - NO 41 5+36.45 3- t 18 NO 42 4+73.44 4 62 YES 43 4+17.44 f -; oS YES 44 3+61.44 - YES 45 3+06.44 1 2 494 NO 46 1 2+57.44 1 "' NO PROFILE SCALES HORIZ: 1"=40' VERT: 1"=4' CONSTRUCTION NOTES O1 INSTALL STANDARD ECCENTRIC MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 3O INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. 4O INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. O5 INSTALL 4" SEWER LATERAL WITH BACKFLOW PREVENTION DEVICE PER CITY OF FONTANA o STANDARD DETAIL 125. a_ 6" MIN a 10" MAX * CONTRACTOR TO VERIFY EXISTING ELEVATION. N C14 -III O 111111 '- -_ 00 O O N Q N ` 1/2" CR'1SHED STONE E)EDDING PER = L7 APWA CONSTRUCTION WIII- III= - TABLE 200 1.2 [A] SHOWN TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER N.T.S. °I, Lot No. DESIGN "AS BL LT BACKFLOW 40 5+91.37 - NO 41 5+36.45 3- t 18 NO 42 4+73.44 4 62 YES 43 4+17.44 f -; oS YES 44 3+61.44 - YES 45 3+06.44 1 2 494 NO 46 1 2+57.44 1 "' NO 3 z Q J V) N O co O I O r 00 co co - GRAPHIC SCALE 0 ' 20 40 60 160 O EL z IN FM Q J 1 Imh - 4o !L j z W 1-11 PLAN PREPARED BY: o CITY OF FONTANA, CALIFORNIA � S�Ok�, VAN DELL AND ASSOCIATES, W4M O R. Fy CIVIL ENGINEERS ALPINE DRIVE i SURVEYORS LAND PLANNERS DRAWN BY. 00 r No. 024725 17801 CARTWRIGHT ROAD NMH SOUTHRLDGE VILLAGE SCALE: 00 1 TO) T 14243 AS SHOWN * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY- DATE: c iw�r N 06-06-05 OF�CN-�/L CHECKED BY 0 B . DRAWING NO.: 0 ,� o}-- DRG L2 - DONALD L�4 R. GORDON R.C.E. 24725 DATE �: 3870 CI ENGINEER R.C.E. 51152 DATE: jx