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Home My WebLink About1493-1CONSTRUCTION NOTES, L THE RCS CULVERT , SHALL BE CONSTRUCTED IN ACCORDANCE WITH CALTRANS STANDARD PLANS DSI A D831 EXCEPT AS . OTHERWISE SHOWN AND NOTED ON THE PLANS. It.. THE DOX CULVERT 'WIN1G'WALLS SHALL BQ CONSTRUCTED IN ACCORDANCE WITH CALTRANS STANDARD PLAN D841 EXCEPT AS OTHERWISE SHOWN AND NOTED ON PLANS. 0 t I ' 1 -PR VATt ENG ERS 10T10E1 TO _CONTRACTON THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ' ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTER IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AMD IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE -TO THER LINES OR STRUCTURES. .I THE CONTRACTOR AGREES THAT ME SNA LL , ASSUME SOLE ANO COMPLETE IRESPO*- � SIBLITY' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF • THIS PROJECT, INCLUDING SAFETLY OF ALL PERSON AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE . O'YWNER AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL ORAILLEGED IN CQNNECTION WITH YHE PERFORMANCE OF WORK ON THIS PROJECT EXCEPYING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCK, Oft 1M�, �'.'I��t�l`Nli r«Ir^4.^ w.•'�1•w'y „�1' i. / � •, . I'i f r ., t •.. w.r..� r,.. .:. .. r ...�...__. _ . ...-._ .� 106+.6.-wr•1.•- .i 46.......--b-, ri...•V, M. .� ..... �.. .. ..... ....................r _.� .._ - ..- ._ n .. .. _ - ... _. _ ... .. __. .. w. ............ .. _. __._ . - . ... �..��. PLANS FOR CONSTRUCTION 16I1 THE SLOVER AVE. STRUCTURE AT SAN SEVAINE CHANNEL FOR THE REFERENCESP. 419ASIS * OF BEARINGS: BEING THE CENTERLINE OF SLOVER AVENUE PER PM 9673 PMB 101/92-93 BEING X189' 18' 55" 1N. BENCH MARC: S.B. CO BRASS DISK 13 -lo 45 MILES WEST ALONG S.PR.R. FROM SIERRA AVE. OVERCROSSING D 05 MILES EAST OF ETIWANDA OVERCROSSING, HEADWALL FOR SAY OF 5 LARGE CMP OVER ETIWANDA WASH. iELEV. 993.449 EQUATION: ADD 0.26 FT. TO PLAN ELEV. TO OBTAIN BENCHMARK DATUM. JRIGMT- CIF- WAY DRWG : 1 �CALTIRAHS ST11 PLANSI 0811 0831 084; BD -3,a II -7 D BI I-52 FC.D. STD. FLATS: 165 ,CITY STD. DETAILS: 101, 102-A, 102-C, 109 11LOVER PROJECT SITE r 1 W rwy. �h AvE ' > • , � , � �F SSS �- +®+ N! JURUlMI r u., NO 1 f oc Exp. OWN P JU'RUPA AVE_ MARL AY AVE. , , •.... _.,...... .. 1POJECT LOCATIOlf MAP DRAWING UNDEX, DRWG. NO. 1 TITLE SHEET ' DRWG. NO. 2 PLAN A PROFI LE (STA. 105+05± TO STA. 107+941 DRWG. NO. 3 PLAN a PROFILE (SLOVER AVE.) DRWG. NO.4 ENLARGED PLAN SLOVER AVE. CULVERT DRWG. NO. S SECTION A DETAILS SLOVER AVE. CULVERT DRWG. NO. G WINGWALL & MISCELLANEOUS DETAILS SLOVER AVE. CULVERT P 0%r0 Zvf_'Tio0 "_ANALL W'MOIZM -M -rmcrw 19LAt is •a4 o '1b -n4F '' QVt�E'M�"�► �'Fr 0 t I ' 1 -PR VATt ENG ERS 10T10E1 TO _CONTRACTON THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ' ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTER IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AMD IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE -TO THER LINES OR STRUCTURES. .I THE CONTRACTOR AGREES THAT ME SNA LL , ASSUME SOLE ANO COMPLETE IRESPO*- � SIBLITY' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF • THIS PROJECT, INCLUDING SAFETLY OF ALL PERSON AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE . O'YWNER AND THE ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL ORAILLEGED IN CQNNECTION WITH YHE PERFORMANCE OF WORK ON THIS PROJECT EXCEPYING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCK, Oft 1M�, �'.'I��t�l`Nli r«Ir^4.^ w.•'�1•w'y „�1' i. / � •, . I'i f r ., t •.. w.r..� r,.. .:. .. r ...�...__. _ . ...-._ .� 106+.6.-wr•1.•- .i 46.......--b-, ri...•V, M. .� ..... �.. .. ..... ....................r _.� .._ - ..- ._ n .. .. _ - ... _. _ ... .. __. .. w. ............ .. _. __._ . - . ... �..��. PLANS FOR CONSTRUCTION 16I1 THE SLOVER AVE. STRUCTURE AT SAN SEVAINE CHANNEL FOR THE REFERENCESP. 419ASIS * OF BEARINGS: BEING THE CENTERLINE OF SLOVER AVENUE PER PM 9673 PMB 101/92-93 BEING X189' 18' 55" 1N. BENCH MARC: S.B. CO BRASS DISK 13 -lo 45 MILES WEST ALONG S.PR.R. FROM SIERRA AVE. OVERCROSSING D 05 MILES EAST OF ETIWANDA OVERCROSSING, HEADWALL FOR SAY OF 5 LARGE CMP OVER ETIWANDA WASH. iELEV. 993.449 EQUATION: ADD 0.26 FT. TO PLAN ELEV. TO OBTAIN BENCHMARK DATUM. JRIGMT- CIF- WAY DRWG : 1 �CALTIRAHS ST11 PLANSI 0811 0831 084; BD -3,a II -7 D BI I-52 FC.D. STD. FLATS: 165 ,CITY STD. DETAILS: 101, 102-A, 102-C, 109 11LOVER PROJECT SITE r 1 W rwy. �h AvE ' > • , � , � �F SSS �- +®+ N! JURUlMI r u., NO 1 f oc Exp. OWN P JU'RUPA AVE_ MARL AY AVE. , , •.... _.,...... .. 1POJECT LOCATIOlf MAP DRAWING UNDEX, DRWG. NO. 1 TITLE SHEET ' DRWG. NO. 2 PLAN A PROFI LE (STA. 105+05± TO STA. 107+941 DRWG. NO. 3 PLAN a PROFILE (SLOVER AVE.) DRWG. NO.4 ENLARGED PLAN SLOVER AVE. CULVERT DRWG. NO. S SECTION A DETAILS SLOVER AVE. CULVERT DRWG. NO. G WINGWALL & MISCELLANEOUS DETAILS SLOVER AVE. CULVERT "RECORD DRAWINGS� .. mess. i er s DRWG. No. 1493 4. GENERAL NOTES 0%r0 Zvf_'Tio0 "_ANALL W'MOIZM -M -rmcrw 19LAt is •a4 o '1b -n4F '' QVt�E'M�"�► �'Fr Ct"hf SrAt1l>AEV 5PcrT_IC*le.ATIC+ls PU5UC VXIIZV,L Vt-?A>rrrMEfJT, eAT%t Cor Arima �-1ET �cAtJ►DA�fZU ��1�ICATIOt`15 0� ?�-1E '�T�4TE D� C�►LI�'01�1�1�A•. 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