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HomeMy WebLinkAbout4039-2�A 0 15 30 M M 120 SCALE: 1 " = 3 0'-- 0 " 1 SAWCUT EXISTING AC OR PCC PAVEMENT TO FACILITATE NEW CONSTRUCTION. 2 FULL DEPTH AC PAVEMENT PATCH PER DETAIL 1, THIS SHEET. 3 40' WIDE COMMERCIAL DRIVEWAY PER CITY STANDARD 1005A. 4 STANDARD CURB RETURN ACCESS RAMP CENTERED ON CROSSWALK OR CURB RETURN (AS OCCURS) PER CITY STANDARD 1006. 5 CONSTRUCT 4' WIDE PARKWAY SIDEWALK PER CITY STANDARD 1015. 6 CONSTRUCT 9' WIDE STANDARD BUS BAY SIDEWALK PER CITY STANDARDS 1014, 7 RAISE EXISTING UTILITY STRUCTURE TO FINISH GRADE PER CITY / UTILITY COMPANY STANDARDS. 8 INSTALL BUS SHELTER PER OMNITRANS REQUIREMENTS. 9 RAISE EXISTING SANITARY SEWER MANHOLE TO FINISH GRADE PER CITY STANDARDS 109 AND 112, 10 EXISTING BUS TURNOUT TO REMAIN. PROTECT FROM HARM. 11 EXISTING CURB AND GUTTER TO REMAIN, PROTECT FROM HARM. 12 EXISTING SIDEWALK TO REMAIN, PROTECT FROM HARM, 13 PROPOSE RIGHT OF' WAY DEDICATION TO CITY� BENCHMARK NOTE 1 THE GRADING DESIGN SHOWN HEREON IS BASED ON AN ALTA/ASCM TOPOGRAPHIC AND BOUNDARY FIELD SURVEY PERFORMED BY EADSON & ASSOCIATES, INC,, JOB NO� 05-630 AND DATED APRIL 11, 2005� 2. BAS§ _QE_ff.AffiU0 THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SECTION 26 BEING NORTH 89'27'03" WEST AS SHOWN ON PARCEL MAP NO. 15719 RECORDED IN BOOK 196 PAGES 34 THROUGH 38 OF PARCEL MAPS. 3. AGENCY: CALTRANS NUMBER: 817 DESCRIPTION: BRASS CAP LOCATION: IN CONCRETE S.CE. TOWER LEG, 343 N/O HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD., 2�65 Ml� W� ALONG HIGHLAND AVE,, FROM SIERRA AVE. ELEVATION = 1428.609 FEET SECTION (AC+AB) DEPTH. (6" THICK MINIMUM) FULL DEPTH A.C. PAVEMENT PATCH NO SCA��... SEAt-: SHOULD CONSTRUCTION OF 'THE REQUIRED Prepared Under The Supervision Of IMPROVEMENTS NOT COMMENCE WITHIN TWO STREET IMPROVEMENT PLAN 0,e *ENVIRONMENTAL SERVICES YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: A&AAW0AA/VVVV\A/\AAt~ "w v0/vvv1v~ TH IN A DILIGENT MANNER, THE No� 41852 ARCHITECTURE ENGINEERING 2401 E. KATELLA AVE, SUITE 400 AND CARRIED FOR GROUp �N DIOL TWO WORKING Exp. 3108 --.-.SPMM1T AVE., �ND BEECH AVE, C ANAHEIM, CA 92806 Diwom BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS "TO THE DESIGNED BY: (714) 935-0050 FAX (714) 935-0051 0 YOU DIG e -O", YOU DIG "I"100" low 0 F, A ") 7 PLANS TO BRING -THEM INTO CONFORMANCE WITH IV JOHN W. JOHNSON, ARCHITECT D a t e TOLL FREE 1-800--227-2600 HECKED BY: 'A P OVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. DATE ENGR, CITY DATE DATE, REVISION DESCRIPTION IL"' L 52 REV MICHAE BURGESS R.Ck. —�-=751 152 CI ENGI --R 1:\sdskproj\SVN04016,0\Dwg\SVN040160 OS2.dwg Dimscale:96 LTScale.0.7 Plot: [Time, JL1120,2006-11,� 4-6arn Login:Mej Pre-plot:[APR 28, 2006 10:39-AEK] Xrefs: " xSVN 040160. dwg""zCIcrbgL1 t . dwg""zrnSum m RSD. dwg"" zml 5839. dwg"" zPM 15719. dwg"" zTPM1 5719, dwg" "XO1 611 FP. dwg" " xSVN0401 6- DEV.dwg"zEXHIBIT-- b- Ila. dwg"'zrn 15840, dwg"" zU TILI TIES. dwg" `zPREU MSI TE. dwg" "zSTA PLIES>, dwg"" xSVN0401 6 0- cw. dwg"xSVN 04016 0- fp, dwg""xSVN0401 60- ca. dwg"24X36 -CityBrdr. OS. 02. dwg""xSVN 040160- srv. dwg Images,"Dig Alert-Page-2.flf"