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HomeMy WebLinkAbout2789-80 DELTA RADIUS LENGTH TANGENT A 11014'41" 400.00 78.50 39.38 Oe 3953'14" 400.00 27.14 13.57 Qc 34043'50" 250.00 151.54 78.18 0° 29017'32" 400.00 204.50 104.54 0 15007'55" 400.00 105.64 53.13 0 11.12'45" 500.00 97.85 49.08 0 11026'03" 1 500.00 1 99.78 50.06 0 DELTA RADIUS LENGTH TANGENT Q 17°00'54" 500.00 148.48 74.79 0 22038'47" 500.00 197.63 100.12 0 90000-00 :2 25.00 39.27 25.00 0 15007'55" 380.00 100.36 50.47 0 34043'50" 270.00 163.66 84.43 0 29.17'32" 380.00 194.27 99.31 0 22038'47" 520.00 205.53 104.13 0 DELTA RADIUS LENGTH TANGENT Qo 10036'39:' 480.00 88.89 44.57 0 107°05'24" 25.00 46.73 33.84 Qo 89.41'44' 25.00 39.14 24.87 0 12038'54" 520.00 114.79 57.63 Os 5035'50" 480.00 46.89 23.46 0 97021'20" 25.00 42.48 28.43 u 94.00'04" 25.00 41.02 26.81 0 DELTA RADIUS LENGTH TANGENT Ov 5°41'33" 480.00 47.69 23.86 Ow 29017'32" 420.00 214.72 109.76 Ox 32°45'36" 230.00 131.51 67.61 0 76050'19" 25.00 33.53 19.83 Oz 94015'10" 25.00 41.13 26.93 sTReET 4015'10" 420.00 31.17 15.59 ©CONSTRUCT 0.25' A. 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C tet) Q o� C a • SEE SHEET 9 0 '� i d rte• a © RECORD DRAINING DARLENE STREET PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCHMARK: #361 PK NAIL IN POLE #1536697E S.W. CORNER OF SULTANA G BASELINE ELEV .: 1365.00 (9/67) 12 -i3 -o1 REV. I DATEI AP�PR's ti12EcoR0 DRtwimcis" DESCRIPTION c V UNDERGROUND SERVICE ALERT CALL: TOLL FREE ) 0�..' A�-500-22.1 2r.00 48 FOURS MrORE YOU D I G HR ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS "" PUBLIC WORKS DEPARTMENT 1919 ATLAS DR. STE. A RIVERSIDE CALIFORNIA 92501 (909) 684-9522 DRAW ABY: STREET IMPROVEMENT PLAN CALF: Alb �t� DESIGNED BY: dALENrc STREET DATE: 0.14, TRACT NO. 14775 sr=PT.1999 DALE G. GLADD NG -0,4.E 17055 DATE CHECKED BY: APPROVED: /o i�/� f DWG. NO. 8 DATE CITY EXPIRATION DATE 06- 0-01 A- G�ilnow,�t 'AMR. D � CITY ENGINEER. R . C . E. 2512Ce 27 89 1 � PLAN 6 PROF. SHT . #7 ST • ' 0 - 16 (0. 1801 PF: 1007 0 Jur -99 05: 04 PH / 4367.3-15. I V -7 �\ a a co 0 ( O N DARLENE STREET PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCHMARK: #361 PK NAIL IN POLE #1536697E S.W. CORNER OF SULTANA G BASELINE ELEV .: 1365.00 (9/67) 12 -i3 -o1 REV. I DATEI AP�PR's ti12EcoR0 DRtwimcis" DESCRIPTION c V UNDERGROUND SERVICE ALERT CALL: TOLL FREE ) 0�..' A�-500-22.1 2r.00 48 FOURS MrORE YOU D I G HR ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS "" PUBLIC WORKS DEPARTMENT 1919 ATLAS DR. STE. A RIVERSIDE CALIFORNIA 92501 (909) 684-9522 DRAW ABY: STREET IMPROVEMENT PLAN CALF: Alb �t� DESIGNED BY: dALENrc STREET DATE: 0.14, TRACT NO. 14775 sr=PT.1999 DALE G. GLADD NG -0,4.E 17055 DATE CHECKED BY: APPROVED: /o i�/� f DWG. NO. 8 DATE CITY EXPIRATION DATE 06- 0-01 A- G�ilnow,�t 'AMR. D � CITY ENGINEER. R . C . E. 2512Ce 27 89 1 � PLAN 6 PROF. SHT . #7 ST • ' 0 - 16 (0. 1801 PF: 1007 0 Jur -99 05: 04 PH / 4367.3-15. I