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HomeMy WebLinkAbout2789-7_ -- } + - + O - - - © - + - cfl - - r + - Y } - -- t p Y r r li' r t r` -t —,-. _. __- +.-.. _. -_._ --_.. __ ._ + 7Q 4:7- r + --- C4 � r - - U ... _ -_ I t r �- +- Y 9 --- - - - + _ - - - - - -- r • 0I< ri IPVF nATA .1 t LENGTH TANGENT a O 18003133" 250.00 36°07'06" 250.00 78.80 157.60 39.73 81.52 Qc 90000'00" 25.00 39.27 25.00 0° 18003'33" 230.00 72.49 36.55 0I< ri IPVF nATA FREMONTIA AVE. SEE SHEET 9 SAFETY RESPONSIBILITY r_i IPVF nA-TA DELTA RADIUS LENGTH TANGENT a O 18003133" 250.00 36°07'06" 250.00 78.80 157.60 39.73 81.52 Qc 90000'00" 25.00 39.27 25.00 0° 18003'33" 230.00 72.49 36.55 FREMONTIA AVE. SEE SHEET 9 SAFETY RESPONSIBILITY r_i IPVF nA-TA PRIVATE ENGINEER' S NOTICE TO CONTRACTORS BENCHMARK: #361 EXISTING UNDERGROUND STRUCTURES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THE REQUIRE- MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7 r �a r r► . v •.r PK NAIL IN POLE #1536697E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES S.W. CORNER OF SULTANA 6 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE BASELINE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION NOTES: © CONSTRUCT 0.25' A.C. OVER 0.35' AB, FOG SEAL OVER ALL O CONSTRUCT 6" CURB AND GUTTER PER STD. DETAIL NO. 101 © CONSTRUCT RAMPED CURB RETURN PER STD. DETAIL NO. 104-A 10 CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105-A -a INSTA L%.. 6ARQtC^Ve erM STo• DETAIL NO, 118 I I Iu51ALL r35W WMErI CH94Y)ORNAMENTAL POLE STREET l t&M'r lu SE's" SHEET 16 Ilk ,.� z05� .., -3 01 SEE SHEET 11 t r } 21 o qo 80 1,10 SGP►c.�s i���gti� g f - Lo L) Q I- � /:REGORV MAWMG"i UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1-800--m-221 -I c000 48 HOURS BEFORE YOU DIG "SZEC.09,9 op^wI"c'" HR ENGINEERING, INC. CITY OE FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS WORKS DEPARTMENT 1919 ATLAS DR. STE."A, PUBLIC RIVERSIDE CALIFORNIA 92501 (909) 684-9522 DRAWN BY: STREET IMPROVEMENT PLAN SCALE: P. H, as S1+o W N GAKOLIN'� STREET ' DESIGNED BY: 477 DATE TR CT N06 14775 5 EPT 1°►99 DALE G . CLADDING RC . E 17055 DATE CHECKED BY: APPROVED: • ��� o .�/f� 278`1 7 11 REV. DATE A DESCRIPTION DATE EXPIRATION DATE 06-40-01 A-G�tc/'uo Ids.CITY ENGINEER R.C.E. 5 2(* 7o l�►� - PLAN 4 PROFILE SHT.010 ST. C - 16 [0. 180] PF:4367 1010 05 -.Jun -Q9 03:48 PM / 4367.3-15 114%, rh ii. a DELTA RADIUS LENGTH TANGENT Q 36°07'06" 270.00 170.20 88.04 0 1800333" 270.00 85.10 42.91 36°07'06" 230.00 144.99 74.99 PRIVATE ENGINEER' S NOTICE TO CONTRACTORS BENCHMARK: #361 EXISTING UNDERGROUND STRUCTURES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THE REQUIRE- MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7 r �a r r► . v •.r PK NAIL IN POLE #1536697E THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES S.W. CORNER OF SULTANA 6 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE BASELINE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION NOTES: © CONSTRUCT 0.25' A.C. OVER 0.35' AB, FOG SEAL OVER ALL O CONSTRUCT 6" CURB AND GUTTER PER STD. DETAIL NO. 101 © CONSTRUCT RAMPED CURB RETURN PER STD. DETAIL NO. 104-A 10 CONSTRUCT 4" P.C.C. SIDEWALK PER STD. DETAIL NO. 105-A -a INSTA L%.. 6ARQtC^Ve erM STo• DETAIL NO, 118 I I Iu51ALL r35W WMErI CH94Y)ORNAMENTAL POLE STREET l t&M'r lu SE's" SHEET 16 Ilk ,.� z05� .., -3 01 SEE SHEET 11 t r } 21 o qo 80 1,10 SGP►c.�s i���gti� g f - Lo L) Q I- � /:REGORV MAWMG"i UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1-800--m-221 -I c000 48 HOURS BEFORE YOU DIG "SZEC.09,9 op^wI"c'" HR ENGINEERING, INC. CITY OE FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS WORKS DEPARTMENT 1919 ATLAS DR. STE."A, PUBLIC RIVERSIDE CALIFORNIA 92501 (909) 684-9522 DRAWN BY: STREET IMPROVEMENT PLAN SCALE: P. H, as S1+o W N GAKOLIN'� STREET ' DESIGNED BY: 477 DATE TR CT N06 14775 5 EPT 1°►99 DALE G . CLADDING RC . E 17055 DATE CHECKED BY: APPROVED: • ��� o .�/f� 278`1 7 11 REV. DATE A DESCRIPTION DATE EXPIRATION DATE 06-40-01 A-G�tc/'uo Ids.CITY ENGINEER R.C.E. 5 2(* 7o l�►� - PLAN 4 PROFILE SHT.010 ST. C - 16 [0. 180] PF:4367 1010 05 -.Jun -Q9 03:48 PM / 4367.3-15 114%, rh ii. a