Loading...
HomeMy WebLinkAbout5266-20 N c0 LO 0 N 0 i v, v E U L m 3 v a c 0 N tD I Mj 0 0 E v z m 0 D L Underground Service Alert Call: TOLL FREE 1-800 CONSTRUC 10N NOTES: 1� CONSTRUCT 4.5" A.C. OVER 9" A.B. OVER 12" COMPACTED (9090 NATIVE AS PER SOIL REPORT RECOMMENDATIONS. z� CONSTRUCT 8" CURB AND GUTTER PER co Co. STD 115. ' CONSTRUCT 4.5" A.C. OVER 9" A.B. OVER 12" COMPACTED (90Ol-) SAW -CUT EXISTING A.C. PAVEMENT TO FORM SMOOTH JOIN. NATIVE PER SOIL REPORT RECOMMENDATIONS. �— REMOVE EXISTING PAVEMENT. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER SB Co. STD 129b. � REMOVE EXISTING PAVEMENT CONSTRUCT 4" P.C.C. SIDEWALK PER SB Co. STD 109, TYPE C. `J AND DISPOSE OF OFF-SITE. CONSTRUCT CURB OUTLET STRUCTURE (INLET TYPE II, S=3') PER SB Co STD 210. E ��227-2600 (!Y INSTALL "NO PARKING" SIGN (R26) PER MUTCD 2003 CA SUPP. FIG. 2B-101. 10 CONSTRUCT VARIABLE WIDTH U -CHANNEL PER DETAIL ON SHEET 1. 8 CONSTRUCT OUTLET STRUCTURE. o TWO WORKInilNG DAYS 11 CONSTRUCT JOG DETAIL PER DETAIL "B" RFFORF YOU Dir. 12 INSTALL REDWOOD HEADER PER DETAIL HEREON. b BENCH MARK: N 1. BENCH MARK: S.B. CO. HWY. MONUMEMT NO. 165B CHISELED CROSS ON EASTERLY END OF EXISTING CURB AND GUTTER AT S.W. Q CORNER OF ARROW ROUTE AND ALMERIA AVENUE ELEVATION = 1244.639 4D cCD 2. SURVEY DATA BASED ON PARCEL MAP NO. 16005, P.M.B. 200/8-9. CL BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE, BEING N 89'41'29"E PER PARCEL MAP NO. 16005, P.M.B. 200/8-9. v IPA U( �F Fy 4 �w s� arn N No. 41308 * Exp_ 3/31 /09 \TF CfVII \LOFP Development Resource ConWtant� Int. Civil ngineering • Land Surveying . Land Planning ROCHESTER AVE, SUITE 4C, ONTARIO, CA 91761 -BM 23Q -5241 -PH (909) 230 -5246 -FAX Designed by. Drawn by. SC Sc 4P Checked by SR 4 20' 0' 20' 40' 60' L 0009 GRAPHIC SCALE: 11"=20P [� 12.fz.o7 CHIEF, TRAFFIC DIVISION DATE^ COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W.O. N0. DEPARTMENT OF PUBLIC WORKS Designed by Drawn by. Checked by APPROVED BY ARROW ROUTE ROAD Na. 129250 AG SC SC SR SUBMITTED BY C.D.E. APN: 0234- 081- 64 FILE NO. 158-159 RECOMMENDED APPROVED BY ASST. DIRECTOR OF PUBLIC WORKS DATE FOR THE � K � f-24 r3 FONTANA WATER COMPANY SHEET 2 of 3 No. Date By REVISIONS App d 7 N.W. OF ARROW ROUTE AND TOKAY AVENUE LAN DEVELOPMENT ENGINEER AIDIRECTOR PUBLIC WORKS A 5266-2 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 31.29 20.00 19.87 89'38'17" C2 31.54 20.00 20.13 90'21'43" C3 1 31.29 1 20.00 1 19.87 1 89.38'17" C4 1 31.54 1 20.00 1 20.13 1 90'21'43" 4 20' 0' 20' 40' 60' L 0009 GRAPHIC SCALE: 11"=20P [� 12.fz.o7 CHIEF, TRAFFIC DIVISION DATE^ COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W.O. N0. DEPARTMENT OF PUBLIC WORKS Designed by Drawn by. Checked by APPROVED BY ARROW ROUTE ROAD Na. 129250 AG SC SC SR SUBMITTED BY C.D.E. APN: 0234- 081- 64 FILE NO. 158-159 RECOMMENDED APPROVED BY ASST. DIRECTOR OF PUBLIC WORKS DATE FOR THE � K � f-24 r3 FONTANA WATER COMPANY SHEET 2 of 3 No. Date By REVISIONS App d 7 N.W. OF ARROW ROUTE AND TOKAY AVENUE LAN DEVELOPMENT ENGINEER AIDIRECTOR PUBLIC WORKS A 5266-2