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HomeMy WebLinkAbout5779-2NOTE PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING LOCATION AND ELEVATION AT POINT OF CONNECTION AND UTILITY CROSSINGS AND SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2'' 18+00 17+00 16+00 15+00 PLAN 1 "= 40' 1 14+00 SCALE IN FEET 0 40 80 120 1 1 �• �A Lu ' : cn - J_ #J_ — — — — — — — — — — — — — — —,(BY OTHERS - DWG. No. FLIT. MWD CL STREET CL FUT. 121 WATER :. WN ,6 _i I'VE RIGHT Elm 13+00 12+00 11+00 10+00 1 PLAN 1 "= 40' SCALE IN FEET 0 40 80 1 SIERRA AVENUE 0 --- —------------- ----- 6'R P FUT. R/W EX. 24" WATER EXIST. MWD R/W _ _ _ _ _ — — (WVWD) — — _ — Curve Table Curve # Delta Radius Length TANGENT C1 27'46'16" 250.00 121.17 61.80 CL CASA GRANDE AVE. �� ' : • ' :l ' Ill l� ridOF ��► � FUT. 121" WATER 'ILA o _ ■►���� 1a�I ro 11..-�© _ �� �1 " _EXIST 12" WATER 15 - - u • . �� � AS LINE �► �1� � 1►ice !►. �� _ r Dmu3ri _F'KUI'.K/VV �S. z - -Z— Z Q _ C� / \ CV ul � _ S Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ----- — — —d--- -- —------------------ — � ¢ = C� EXI 41"WATER �Q J ¢J BRUSH oU p O U�UO JQJ U U \ p ❑ ❑ ❑ — _ O �00 p o+cn o �� o �cn �r; CO N CV M 04 3 3 04 MONTELENA ROAD CASA GRANDE AVENUE TOLL FREE —"" 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY 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. SHIFT SEWER LINE NORTH TO AVOID SCE FACILITY 1 2/7/19 - — - --- -- — — — XIST.12" M I r) j JEWER `� Q w PER DWG. + w U - No. 4676 Q rn SHEET 4 + QF11 U � fQ �� ccnn�U SIERRA AVENUE BENCHMARK: #6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: (NMADOLE DRAWN BY: O `r 9302 o FT URGH AVE.,AvESrrE 23 0 P SB W 3 No. 36637 C m RANCHO CUCAMONGA, CA. 91730 TGS � PHONE 909.481.6322 DESIGNED BY: * Exp: 06-30-20 Enginee ing Communities for Life FAX 909.481.6320 sj �Q TGS Cl Vl3 9TFOFCAL�� DATE2 CHECKED BY: WEN ELL L. IWA SURU EXP. 6 20 W L I R.C.E. 36637 CONMUC'nON NOTES 1O INSTALL 12" EXTRA STRENGTH V.C.P. SEWER 2O INSTALL 12" V.C.P. PLUG O3 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. PLAN NO's. 2000, 2001 & 2003. (ID=60") 4O INSTALL 30" HDPE, DR 11 PIPE CASING PER DETAIL ON THIS SHEET. O5 CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008. O6 BREAK INTO EXISTING SEWER MANHOLE AND RE -CHANNEL BASE PER MODIFIED CITY OF FONTANA STD DWG. No. 2003 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS CASA GRANDE AVENUE SC ALE AS SHOWN DATE: JANUARY, 2019 %PPRC3 D BY: � / DRAWING NO. 2 �u 2-25-2019 5779 2 CITY ENGINEER R.C.E. 51152 DATE z Q W Z W W O o' D_ w W U) w z w Q w 0 z Q U Q cn Q U N N