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INDEX TO SHEETS: SHEET NO. DRAWING NO. TITLE 1 TITLE SHEET, VICINITY AND LOCATION MAP GI-01 GENERAL NOTES, INDEX TO SHEETS AND KEYMAP � N RD-01 KAISER ROAD TYPICAL SECTIONS w 4 RD-02 KAISER ROAD - PLAN & PROFILE STA 0+00 TO STA 8+75 Q Y 5 RD-03 KAISER ROAD - PLAN & PROFILE STA 8+75 TO STA 20+75 6 RD-04 KAISER ROAD - PLAN & PROFILE STA 20+75 TO STA 31 +75 7 RD-05 KAISER ROAD - PLAN & PROFILE STA 31 +75 TO STA 43+75 8 RD-06 KAISER ROAD - PLAN & PROFILE STA 43+75 TO STA 55+25 p MgR�pOsq 9 RD-07 KAISER ROAD - PLAN & PROFILE STA 55+25 TO STA 63+00 Z � Ro 10 RD-08 KAISER ROAD - CROSS SECTIONS; STA 0+00 TO STA 13+00 11 RD-09 KAISER ROAD - CROSS SECTIONS; STA 14+00 TO STA 27+00 Q �' M ARCH RD KAISER ROAD 12 RD-10 KAISER ROAD - CROSS SECTIONS; STA 28+00 TO STA 40+00 BM #21 CUL-DE-SAC 13 RD-11 KAISER ROAD - CROSS SECTIONS; STA 41 +00 TO STA 53+00 #23 14 RD-12 KAISER ROAD - CROSS SECTIONS; STA 54+00 TO STA 63+22.14 RD-02 RD-0 ,Qp 15 RD-13 KAISER ROAD - CUL-DE-SAC; PLAN & PROFILE STA 19+50 TO STA 21 +62. 71 16 RD-14 KAISER ROAD - CUL-DE-SAC; CROSS SECTIONS ; STA 19+00 TO STA 21 +67.44 ,Qp GENERAL NOTES: mos 1 . ALL CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SAN JOAQUIN IMPROVEMENT �Qp\ STANDARDS. KAISER ROAD Os 2. PRIOR TO STARTING ANY WORK WITHIN EXISTING COUNTY RIGHT OF WAY, THE CONTRACTOR SHALL OBTAIN A ENCROACHMENT PERMIT FROM THE COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS. gyp\ O 3. CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT" (1 -800-642-2444) AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 4. EXISTING OVERHEAD PG&E POWER LINES & POLES ARE LOCATED ADJACENT TO THIS PROJECT AREA. CONTRACTOR SHALL PROTECT IN o PLACE ALL POWER LINES AND POLES. 5. THE CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO EXISTING PROPERTIES DURING CONSTRUCTION AT ALL TIMES. L� 6. SURVEY MONUMENTS SHALL CONSIST OF 1 1 /4" I.P.S. GALVANIZED IRON PIPE, 30" LONG, CAPPED & TAGGED. Q Y CONSTRUCTION NOTES: KEY MAP lO. PAINT 4" SINGLE DASH YELLOW CENTER LINE PER DETAIL 1 OF CALTRANS STANDARD PLAN A20A. NOT TO SCALE 2O PAINT 4" SINGLE SOLID WHITE EDGE LINE PER DETAIL 27B OF CALTRANS STANDARD PLAN A20B. FROM STOP BAR AT AUSTIN ROAD TO JOIN AT EXISTING KAISER ROAD. 3O PAINT WHITE (STOP) PER CALTRANS STANDARD A24D. SEE DETAIL SHEET 9. END ABBREVIATIONS 4. COMPACT SUBGRADE TO MINIMUM OF 95% OF THE ASTM D-1557. GENERAL 5O. PAINT 4" SOLID YELLOW CENTERLINE FROM STOP BAR AT AUSTIN ROAD TO 100 FOOT EAST. CENTER LINE AC, ASPH ASPHALT CONCRETE 500 ® AT800 6. ,ALL SIGN POST ARE 4"X4" UNPAINTED REDWOOD. 4'-6" BETWEEN POST AND EDGE OF PAVEMENT. COORDINATE N2, ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS BOTTOM OF SIGN TO BE 5' ABOVE GROUND. 8' FENCE � `" X XBNSF BURLINGTON NORTHERN SANTA FE RAILWAY COMPANY 7O. INSTALL 36" R1 -R (STOP SIGN) PER SAN JOAQUIN COUNTY STANDARD PLAN R-25. FLOW . . . ,. . . . BEG BEGIN 8O HYDROSEED (NATIVE SEED MIX) SLOPE ADJACENT TO FUTURE BNSF INTERMODAL YARD FROM STA 23+00 TO STA 62+00. CL, I CENTERLINE -� 9O PRIOR TO PLACEMENT OF FILL MATERIAL TO BE LIME TREATED AND OR LIME TREATMENT, CONTRACTOR SHALL REMOVE AND GUY WIRE CONST CONSTRUCTION ALIGNMENT STOCK PILE EXISTING AGGREGATE BASE TEMPORARY ROAD. CONTRACTOR MAY INCORPORATE EXISTING AGGREGATE BASE WITH LIGHT POST , 0-� DWG. DRAWING 4.5 INCH AGGREGATE BASE REQUIRED FOR KAISER ROAD. ELEV ELEVATION HORIZONTAL OVERHEAD TELEPHONE OT - NG R RADIUS OF CIRCULAR CURVE SURVEY CONTROL NOTES BENCH MARK OVERHEAD TELEPHONE OF MAXEXISI MAXIMIUM T TANGENT LENGTH OF CIRCULAR CURVE CENTRAL ANGLE OF CIRCULAR CURVE 1 . BASIS OF BEARING: CALIFORNIA COORDINATE SYSTEM NAD 83 (92) ZONE 3. BENCHMARK: BM#21 ELEVATION: 46.66 POWER POLEo oPP MIN MINIMUM BC POINT OF CIRCULAR CURVE 2. BASIS OF ELEVATION: NAVD 88 COORDINATES: N 2152638.15 E 6364386.76 PP POWER POLE EC POINT OF TANGENCY 3. AERIAL SURVEY AND TOPOGRAPHIC MAPPING WERE PRODUCED BY HANSON DESCRIPTION: RIGHT OF WAY LINE RR RAILROAD L TOTAL LENGTH OF CIRCULAR CURVE 3 PK NAIL & SHINER ON EAST SIDE OF AUSTIN RD WILSON, INCORPORATED, 1355 E. COOLEY DRIVE, SUITE B, COLTON, CA. 92324. 150'± SOUTH OF ARCH RD TRAFFIC SIGN . R/W RIGHT OF WAY ° 4. AERIAL CONTROL AND GROUND SURVEY WAS PERFORMED BY DEL TERRA, INC. VERTICAL x BENCHMARK: BM#23 ELEVATION: 57.20 STD STANDARD x SURVEYING P.O. BOX 4632 REDDING, CA. 96099. DIRT ROADWAY - - - - - - COORDINATES: N 2151652.06 E 6369623.89 - - - - - - TYP TYPICAL PVI POINT OF VERTICAL INTERSECTION 5. RIGHT OF WAY LIMITS AND PROPERTY LINES SHOWN ON THESE DRAWINGS WERE DESCRIPTION: SLOPE C- VERT VERTICAL SURVEYED AND PROVIDED BY CONDOR EARTH TECHNOLOGIES, INCORPORATED, PK NAIL & SHINER IN SOUTHBOUND LANE OF KAISER RD., Y 188 FRANK WEST CIRCLE, SUITE I, STOCKTON, CA. 95206. 25'± NORTH OF TRACKS CE �m � o N INFORMATION CONFIDENTIAL: DESIGNED BY o All plans, drawings, specifi- C. GENDUSA CONTRACT NO. cations, and or information DRAWN BY Burlington Northern Santa Fe � PROFESSip� KAISER ROAD IMPROVEMENTS furnished herewith shall 3 o property of the R. IBARRA ��IFN F' N �Fyc DRAWING N0. 0 o remain the Railway Company y STOC KTO N CALIFORNIA Burlington Northern Santa CHECKED BY Q I- o � Fe Railway Company and w U m shall be held confidential; H URI No. 5 A f REVISION SHEET NO. 7 0 and shp not be used for APPROVED BY �o �/ kKw EXP. ' - * 2 OF 16 o any purpose not providedIV W104ft 01% for in agreements with the J. KHOURI 3840 Kilroy Airport g -Mlffnr ' FedRo Tway Co�mpanySO^t° DATE • Long Beach, Californ as 90806e 350 qT C,,,,` ,P GENERAL NOTES, INDEX TO SHEETS KEYMAP SCALE o F- REV. DATE DESCRIPTION APP. APRIL 3, 2000 11 E OF CP&Xf r� Q AS SHOWN