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REVISIONS BY <br /> 62' RIGHT OF WAY <br /> 20' 42' SITE <br /> a,-- 12l 12' 12'- Is' <br /> THRU LANE RIGHT TURN LANE <br /> EXIST. PAVEMENT <br /> 4" AC x EXIST. BRIDGE <br /> PAVEMENT <br /> 21* 0 <br /> 4- 0 OX EXIST, GAS MAIN <br /> ACC 4'* BX <br /> EXIST ROAD TO BE REMOVED BASE - Lo <br /> STA 10+00 TO 13+37.81 2- . . . 0) <br /> X a 7 . 7 . . . . . z <br /> 2 2% i <br /> 2X r DEPTH VARIES I A2 EXIST. <br /> V) RIGHT OF of <br /> �!l -----------------------------_ bo 0 <br /> TO 4.5'. PER PLAN 7 <br /> p <br /> -------------- WAY <br /> x <br /> iran.. En--�-.;4. ----------- <br /> ON <br /> Me ARTHUR DRIVE-+- - <br /> rJ <br /> STA. 10+00 6 Do 9+00 8+00 7+00 11 6+00 > <br /> - -------- ---- ------------------- ----------W&LF-CL IU-W_RCJ?_S_v_OLQO5--- 0 <br /> w MIN 1/1 <br /> S <br /> TYPICAL ROAD SECTION .0 <br /> 0 0 <br /> MapARTNUR STA WOO TO STA 18+37.61 INV. SAW-CUT AND zcs <br /> NOT TO SCALE MATCH EX GRADE 5' WI E RI RAP Z< <br /> SEE DET) L <br /> Z ID (D <br /> THI� SHE :T <br /> x cog M (<n 100 c; 00 <br /> 8z 0 U" <br /> I <br /> V) L) tt FN <br /> X X X <br /> H 500 <br /> x <br /> 5 Ln ol <br /> V) <br /> Ill Nam x (n >a <br /> uj>< <br /> 91 L! <br /> a- <br /> x "t M 0 <br /> ow GO <0 <br /> <r� L)do <br /> 20? -01110 <br /> Z'# ON <br /> VARIES 0 15 30 60 0-* 0 Lo <br /> -1 OFFSITE STORM DRAIN LnLo 00 <br /> VARIES Ln r, <br /> -I STA 6+19 TO STA 10+65 N 0 <br /> �E 0 SCALE IN FEET <br /> 0 E I SCALE: 1 30' <br /> z <br /> 0 w <br /> 0 <br /> X 0 <br /> 12. DIAL RCp EXIST. A.C. <br /> FINISHED DIA. RCP FINISHED ORA -E <br /> GRADE (MATCH EXIST.) t ol <br /> � --- / / / <br /> 163.1 <br /> \EXIST. GROUND TOP OF BERM <br /> 1�2 9' TO Ir <br /> RIPRAP <br /> PER SPECS. 9' TO 15* 1-11\NEW 12" RCP <br /> RIPRAP <br /> PER SPECS. <br /> A2 <br /> RIP RAP ENERGY DISSIPATOR RIP RAP ENERGY DISSIPATOR TYPICAL SECTION ���� �5° j / / n \� <br /> NOT TO SCALE OFFSITE STORM DRAW STA. 8410.00 TO i"00.00 <br /> Z <br /> NOT TO SCALE <br /> NOT TO !ICALE 0 <br /> ,, <br /> ILA- <br /> < <br /> C) <br /> 0 M <br /> EXIST. 0 <br /> GRAVEL z <br /> _7 <br /> 163.115 c_ ROAD <br /> TOP OF BERM . . . . . . . <br /> -7 <br /> 6; L16 <br /> 155 po <br /> u • <br /> cc <br /> Lu Z <br /> 15' <br /> LL. Lu <br /> Cc <br /> 5+22. PD z <br /> S D _pl <br /> STA 1 +260 oc UA <br /> 161.46 TC cc > <br /> TOP OF B Z TOP OF,S o <br /> Uj 1 2. . . ... . . A - 86*07'38* 5 x5' ROCK RIP RAP ENERGY DISSIPATOR, <br /> . . . . . . . . . . TOP OF BERM E TRANCE SIGN . . . . . . . . . . . . . . (TYP.) SEE DETAIL ABOVE <br /> R - 50.00' <br /> Vd 30iii <br /> Ln RIGH N ARR C TRANS <br /> ------------- 8 . . . . . . . . L 75.16' N z E IV(R) (TYP. G DE D IN <br /> ------------- �a: 121ORCP <br /> g 6 0: a <br /> I.- 'all + 0.5% (MIN <br /> CCESS ROA C4 0 N <br /> END CU It GRADE ROADSIDE DITCH <br /> S'qq <br /> ' ' L m <br /> MON I . . . . . . . . GUTT I ;� 2 0 Lu <br /> U <br /> R <br /> x x % B V) <br /> ER W/ 2:1 SIDESLOPES <br /> X X X X T; __m --X--X-X---X <br /> _X X > <br /> X-- <br /> y x <br /> Z <br /> INZ . . . . . . . . <br /> ci 0: R f5 z STA. 13+06.00 33 155.70 1 5 0 <br /> sp i Cc . 1 . 155.88 INV. <br /> +LJ w . . . . . . . . . . . . . . . <br /> W z 156.6 INV. Rl <br /> T + oo <br /> R 30.00, C4 INV. N z C4 Z In 8" SOLID WHITE STRIPE PER cn <br /> LP 1,2! .CL . . . . CALTRANS SM. A20D, DETAIL 38A 93 S2 j <br /> I-:< I I +S . b'OJO' �, ^L_ EXIST. GAS <br /> T 30.00, fm z FC <br /> 90.00,00* In C4 8- 0 FS L R'CjPL w 7 W <br /> In § . . . . . 4, cvn) cn m OIL (n w .. . . . . . . . . . . . . . . . . . . x EDGE OF PVM'T M 4,\IN <br /> L 47.12' *STOP' PVMT MARKINGS PER A 90.00'00" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 412' . � . . . . . . . <br /> CALTRANS SM A2 <br /> (TYP.) R 30 00' (n uLn A 90*00'00" <br /> S, . . . . . . . . . . . . <br /> X . . . . . . . . .. FS. . . . . . . . . . . . . . . . . . . L . . .'.'12'. . . . . 1 1 . " + . . LL" .L.' ... . Q:l '.'L­ '.­lL '.L I I . ..".L.. ... . . . . . LU <br /> ow R 30.00' . . . . . . . . . . . . . . i�' ' L . . . . . L . . . . . L . . . . . . . . . . . ... . . . . . <br /> id0l �FS . . . . . . . . <br /> T-30 00' . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . <br /> G :-47.12' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 0) <br /> t RI Z . . . . . . . ... . . . . . . . .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... . . . . . . . . . . . . . . . <br /> L 47.1 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> I EDGE OF EXIST. 2j'7L . . . <br /> ---- ------------------- -------------- - . . . . . . . . . . . . . . . . . . . . . <br /> ---- <br /> MATCH EX PVM'T , . . , . , . , . . . . . . . ..r • PAVEMENT 4r: 0(f <br /> x lo . . r-n <br /> t400woolw. 'A'.. As <br /> 0 <br /> T776fW <br /> SAW-CUT <br /> . . . . . . MATCH EX GRADE <br /> 27+00 rvm <br /> AND <br /> ii mMt" =V MATCH EX PVM'T ,yam L <br /> ; .. . . . . . . . . . <br /> x . <br /> MATCH EX PVM'T <br /> . . . . . . . . . . <br /> -------------'---------- - - - - - - - - - <br /> OF PV" <br /> EDGEM I EDGE F <br /> SEE ABOVE FOR <br /> STA 26+48.23 TO STA 27+58.23 0 PVM'T <br /> _4ARROW PER 5 5 CONTINUATION <br /> CLEAN, PATCH, APPLY SLURRY SEAL, MccARTHUR STA 27+03.23 25:1 TAPER FOR MocAR;iUR STA 1 2+82.81 CALTRANS 20 INV. <br /> UEg SM. A24A, T) -1 <br /> AND RE-STRIPE AFTER CONSTRUCTION ----e'-ifLIO-W-C--EN-N-T-ER-LllR4E-STRtF'E <br /> SOU EN AC 0 A I + C73 4m YELLOW CENTERLINE STRIPE (PE 1 (10) C z <br /> OF NEW ENTRANCE ROADWAY CALTRANS SM. A20A, DETAIL I CALTRANS SM. A20A, DETAIL 1 FROM ___---A39UME-D-STA_ SET <br /> STA. 10+00.00 0 <br /> 1 42' EAST OF NE PROPERTY Elt 1 0 <br /> REMOVE & REPLACE EX PVM'T CORNER (FOUND I.P.) BEGIN <br /> 4" YELLOW CENTERLINE STRIPE PER STA 10+00.00 TO STA 13+37.81 CONSTRUCTION. z <br /> CALTRANS SM. A20A, DETAIL 1 <br /> 0 <br /> SOUTH ENTRANCE MAIN ENTRANCE <br /> lm-20' z <br /> 1"-20' < <br /> DATE:FEBRUARY, 1995 <br /> LIMom JOB: 93-397 (10) <br /> NEW PAVEMENT FILE: 3971OC78.DWG <br /> BENCH MARK: SCALE: 1'=20- (PLOT) <br /> m rl <br /> 114 /1----77- <br /> �o <br /> > p, <br /> 71 <br /> 0 <br /> 1 <br /> - T C <br /> CLEAN PATCH AND SLURRY SEAL B.M. BB-43.3 ELEV. 159.75 DRAWN BY: BLB <br /> SJCO. BRASS CAP AT NW. COR 0 10 20 40 SHEET: <br /> BRIDGE #1410, ±5500' <br /> REMOVE AND REPLACE EXIST. PAVEMENT SOUTH OF LINNE ROAD. <br /> SCALE IN FEET <br /> of 20 SHEET(S) <br />