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R/W KAISER ROAD R/W R/W KAISER ROAD EX POWER POLE I i PROTECT IN PLACE 50' , I I R/W ' � I I , 8' CL FENCE W/ ' I I 3 STRAND BARB WIRE 25 25' ( 25' 25' i CONSTRUCTED UNDER STOCKTON INTERMODAL ' YARD MAIN CONTRACT 4 12' 12' 4' 9' VARIES 9' 4' 12' 12' 4' 9' I LANE LANE LANE I LANE I 8' CL FENCE W/ 1 ' 4' 4.0' i 4.0' ; 3 STRAND BARB WIRE I 4.0' , 4.0 PRIME COAT I CONSTRUCTED UNDER I PRIME COAT STOCKTON INTERMODAL ' YARD MAIN CONTRACT I ' , 8% 2% I I ' ` - a `, r}' - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - EX GROUND F - - - - - - - - - - - - - - - -I - -a- -e- a q r EX GROUND- — - - , 6" I I I I l EXISITNG AB TEMPORARY ROAD SEE CONSTRUCTION NOTE Q9 DOES NOT APPLY TO CUL-DE-SAC 4 1/2" AB (TYPE A) ON4 1/2" AB (TYPE A) ON CONST. 2 1/2" AC ON CONST. 2 1/2" AC ON 2" AB (TYPE A) g5% LRMLATVEATED COMPABTBIONE( )TYP ~ 12" LIME TREATED SUBBASE 12"ALBIMETYPE TREATED SUBBASE ON 12" LIME TREATED SUBBASE 95% RELATIVE COMPACTION (TYP) 95% RELATIVE COMPACTION (TYP) "V" DITCH (TYP.) "V" DITCH (TYP.) 95% RELATIVE COMPACTION (TYP) DITCH GRADE (TYP.) 'n = 5 DITCH GRADE (TYP.) TYPICAL SECTION STATION 1 +00 TO 7+00 R VALUE = 5 TYPICAL SECTION STATION 20+75 TO 24+17 HORIZONTAL SCALE: 1"=5' VERTICAL SCALE: 1 "=10' GE = 18.24„ TYPICAL SECTION KAISER ROAD CUL-DE-SAC HORIZONTAL SCALE: 1 "=5' VERTICAL SCALE: 1 "=10' R/W KAISER ROAD R/W KAISER ROAD 8' CL FENCE R/W I R/W EX POWER POLE ' I 8' CL FENCE W/ PROTECT IN PLACE 50' I ; L4.5' I 50' 3 STRAND BARB WIRE LIGHT POLE--\ I CONSTRUCTED UNDER l , STOCKTON INTERMODAL ' I ' � YARD MAIN CONTRACT 25, 25 l 25' 25' , ' I 9 4 12 ' 12' 4' 9' 1 ' 4' 12' ' 12' 4' 9' i LANE LANE LANE , LANE HYDRO-SEED I 4' 4.0' I 4 p' I VARIES VARIES FROM 4.0' TO 5.6' -�—�- IMPROVEMENTS CONSTRUCTED SLOPE (MAX 1 .5: 1) i FROM STA 29+00 TO STA 38+00 UNDER STOCKTON INTERMODAL I' PRIME COAT ' TYPICAL FOR LEFT & RIGHT I YARD MAIN CONTRACT I ' PRIME COAT 2% ' 2% 1 -8% _ 1111! 8q- I -- — ' 8� 2% I 2% 8% T -- - - - - -- - a - - EX GROUND - - — — -� l �� a ' a _ - - - I - - - - - - - - - - - - }- - - - - - --- - - - - - -- - - - - - - - - - 1T -- - - - - - - - - - - - _ _ EX GROUND- - - I - - - - - -- - - - - - - -I 4 1/2"" AB (TYPE A) ON CONST. 2 1/2" AC ON M 12" CONST. 2 12" AC ON LIME TREATED SUBBASE 2" AB (TYPE A) ON z --� — — — — --� � 4 1/2"" AB (TYPE A) ON / 95% RELATIVE COMPACTION (TYP) 12" LIME TREATED SUBBASE 0- 12" LIME TREATED SUBBASE 2" AB (TYPE A) ON "V" DITCH (TYP.) 95% RELATIVE COMPACTION (TYP) - 95% RELATIVE COMPACTION (TYP) 12 VLIME TREATED SUBBASE DITCH GRADE (TYP.) " " DITCH (TYP.) 95% RELATIVE COMPACTION (TYP) a x DITC X H GRADE (TYP.) in TYPICAL SECTION STATION 7+00 TO 20+75RIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE TYPICAL SECTION STATION 24+17 TO 58+54 °' HO Y HORIZONTAL SCALE: 1"=5' VERTICAL SCALE: 1 "=10' 10 5 0 5 10 5 0 5 HORIZONTAL SCALE: 1"=5' VERTICAL SCALE: 1 "=10' 1 inch = 10 ft. 1 inch = 5 ft. N INFORMATION CONFIDENTIAL: DESIGNED BY ROFESS/ o All plans, drawings, specifi— DRAWN BY NDUSA Burlington Northern Santa Fe F-� P F. q< CONTRACT N0. cations, and or information KAISER ROAD IMPROVEMENTS furnished herewith shall Q �p1 DRAWING N0. rema Burlington Northern Santa U in the property of the R. KAUL Railway Company y STO C KTO N CALIFORNIA CHECKED BY F RD-01 Z o ,n Fe Railway Company and W U No. 5 v A f REVISION SHEET NO. o shall be held confidential; C. GENDUSA and shall not be used for APPROVED BY R' ��' Iwo * KAISER ROAD 3 OF 16 o any purpose not provided .k EX 30— for in agreements with the J. KHOURI 3840 Kilroy Airport Gw Burlington Northem Santa DATE y p t Way, Suite 350 CI 1�- r SCALE REV. DATE DESCRIPTION BY Fe Railway Company. ■ Long Beach, California 90806 rf V F TYPICAL SECTIONS �O (� APP. APRIL 3, 2000 OF cA�\ AS SHOWN