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Home My WebLink About4615-1CURVE DATA: CONSTRUCTION NOTES DELTA RADIUS LENGTH TANGENT C1 6625'19" 20.00' 23.19' 13.09' C2 53'07'48" 20.00' 18.55' 10.00' C3 13' 17'30" 1 20.00' 4.64' 1 2.33' 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. l;�bJl UI -1 f I1151At1 lYrt n -t (YttLow) �o �o u r- , M �a 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLOURESCENT REFLECTIVE SHEETING YELLOW -GREEN. ,,, OBJECT MARKER PER `�s00 � SEE DETAIL HEREON �+ ao -- - S.B.CO. STD. No. 306 ��`��y ^ � pp11�p� ee• i , s , 41 , 3 , 8 SEE DETAIL ; ++ HEREONPROPOSED RjW ' x ` IrlR91 nn � I '► �� I '�I �--� I , CL REDWOOD AVENUE "- CONSTRUCTION NOTES QUANTITIES L� `k (D— SAWCUT EXISTING A.C. PAVEMENT AS INDICATED IN TYPICAL SECTION. 165 LF Z 2O -REMOVE EXISTING A.C. PAVEMENT AND DISPOSE OF SAME PER S.B.CO. RECOMMENDATIONS 248 SF a N 3a— CONSTRUCT 1" CURB AND GUTTER PER S.B.CO. STD. No. 115 91 LF &CONSTRUCT DRIVEWAY APPROACH PER S.B.CO. STD. No. 1296 483 SF 5� CONSTRUCT A.C. OVER A.B. OR AS RECOMMENDED BY SOILS REPORT 3073 SF JURUPA AVENUE &OVERLAY EXISTING A.C. PAVEMENT 0.10 1485 SF 47.80 TC TB CONSTRUCT -SIDEWALK PER S.B.CO. STD. No. 109, TYPE C 811 SF 8a -CONSTRUCT AC DIKE PER S.B.CO. STD. No. 117 30 LF 9� CONSTRUCT TYPE "A" CATCH BASIN PER S.B.CO. STD. No. 206 (X=4') 1 EACH @-CONSTRUCT LOCAL DEPRESSION PER S.B.CO. STD. No. 2038, TYPE A 52 SF 11 RELOCATE. EXISTING POWER POLE (BY OTHERS) 2 EACH @Y -REMOVE EXISTING 12" R.C.P. AND HEADWALL 40 LF @)—INSTALL 18" R.C.P. (SEE PROFILE ABOVE) 52.45 LF CL UVE OAK AVENUE EXISTING R/! MB, -19,11,37-00 15INTERSTATE 10 APPLICANT: --------------------- 1�s9 EXISTING SIDEWALK 1 1 J•' •4°''' o EXISTING C&G �" ao� 0o f FILL VOID WITH SAND 3' FROM TOP. CAP WITH 3" AC PVMT. JURUPA AVENUE AC DIKE DETAIL 1"=10' CHIEF, TRAFFIC DIVISION DATE M UNDERGROUND SERVICE ALERT CaII:ToII FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 'CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will Inform you of whom they will notify �o!ESS� SANTA ANA AVENUE �� • L� `k SITE _ Z a a N O U Q � U JURUPA AVENUE U 47.80 TC TB VICINITY MAP 47.13 FL NTS UNDERGROUND SERVICE ALERT CaII:ToII FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 'CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will Inform you of whom they will notify �o!ESS� �� • L� `k � Z W- No. C45935 c * Exp. 12/31/02 G1c' CpL�F�\P FIELD BOOK REF, RND WORKS INC. 9450 9TH STREET RANCHO CUCAAIONGA, CALIFORNIA 91730 (909) 476-1359; (909) 476-1369 fAX OWNER: MAUBU VENTURES INC. 10680 SILICON AVENUE MONTCWR, CALIFORNIA 91763 ENGINEER: LOCKWOOD ENGINEERING COMPANY 380 W. FOOTHILL BOULEVARD RIALTO, CALIFORNIA 92376 (909) 875-5015 DESIGNED BY: DWH SUBMITTED M 0" CF SIDEWALK Lq Ln r\ M r, 3 ZZ' EXISTING '6 6 AC PAVEMENT TO 4.62% W 2 x EX= TRAVELED WAY N 5 WEST BOUND W TYPICAL SECTION JURUPA AVENUE OA CF Vi U ♦ � U � O ��00 ASSESSORS PARCEL NUMBER(S) 236-201-21 ADDRESS: JURUPA AVENUE FONTANA, CALIFORNIA 92335 BENCHMARK: COUNTY OF SAN BERNARDINO BENCHMARK No. 4 PER C.S.F.B. 4015/559. R.R. SPIKE IN P.P. 1897920E AT N.E. COR. CHERRY AVENUE AND JURUPA AVENUE. ELEVATION=940.895 COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBUC WORKS DRAWN BY: CHECKED BY: APPROVED BY: DWH CWL1,►J �el ►APPROVED BYPUBLIC-WM-TA7E- g- ->OO WEN N (RECTOR O UBUC WORK DATE X LOCAL DEPRESSION DETAIL 1"=10, ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 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 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE Of THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. STREET IMPROVEMENT PLANS JURUPA AVENUE CUP/W147-112 APN 236-201-21 oW�.no.yW\6 W.0 NO. F tSHEET1 O U W 47.80 TC TB 47.13 FL EXISTING 47.86 TC 47.20 FL 9 ; DRIVEWAY 10 V 8 48.03 TD 47.36 UP 13 , .. i 48.31 TD Mwn...... �r 1 L---47-.64— EJ R — — _ LOCAL DEPRESSION DETAIL 1"=10, ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 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 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE Of THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. STREET IMPROVEMENT PLANS JURUPA AVENUE CUP/W147-112 APN 236-201-21 oW�.no.yW\6 W.0 NO. F tSHEET1