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I <br />K <br />LSI <br />Design <br />JsW <br />Drawn <br />JSW <br />Check <br />KLK <br />4 <br />13.5± <br />o <br />v <br />a <br />4 <br />y <br />R/W <br />/W <br />RPER <br />O <br />L..'..aa <br />CONSTRUCT NEW HEADWALL <br />STANDARD <br />d <br />\\�'/���//\\ I <br />a <br />� <br />4 <br />T <br />DRAWIINGTDD89S <br />'1 <br />25' <br />25' <br />14° U_E.' <br />REMOVE EXIST r - \//�\ \ -� <br />IF <br />HEADWALL /\ 6 <br />\ro <br />9' <br />4' 12' <br />12' <br />4' <br />9' <br />I <br />P4 <br />— — T —\/\ <br />1 <br />' <br />.Y) <br />VX <br />- <br />w <br />8% <br />8X <br />Q <br />z <br />Qb <br />EXIST GRADE <br />�z <br />SLOPE VARIES <br />EXIST GRADE <br />0.25' AC 0/ <br />0.60' AB <br />TI = 5.0 <br />R 30 <br />SCARIFY E RECOMPACT <br />SUBGRADE 6" TO 95% <br />SLOPE VARIES <br />2:1 MAX <br />f� <br />�w <br />-- EXIST REINFORCED <br />CONCRETE PIPE RCP <br />( ) INSTALL NEW 15"0 (12"0) RCP <br />z <br />2:1 MAX <br />APPLY PRIME COAT <br />= <br />GE = 1.12' <br />RELATIVE COMPACTION <br />E- <br />U-) <br />CLASS III TO MATCH EXISTING RCP <br />a <br />z <br />z <br />W�x <br />H.{ <br />F <br />O <br />W <br />LONE TREE RD STATIONS: <br />z- <br />O <br />.00 <br />F CV <br />N <br />W <br />9+47±, 14+31± & 19+31± <br />13 TYPICAL SECTION <br />— CHAPMAN WAY & NORTON AVENUE a" <br />W <br />f_ <br />W Z <br />1 HEADWALL DETAIL = <br />�-- <br />N� <br />Li <br />W <br />R/W <br />W <br />U <br />W <br />> <br />R/W <br />/ <br />of <br />V) <br />30' <br />W Z <br />Q< <br />25' <br />�p <br />Q <br />I <br />w <br />10.5' if) - : <br />p <br />4' <br />6' 1 <br />W <br />Oa <br />12' <br />4' 4' 2.5' 2.5' <br />EXIST <br />PAVEMENT <br />N <br />Date <br />S �.1 <br />I.6.' <br />' C i'3� 3, <br />3, <br />Scale <br />NO <br />SCALE <br />5' 2.0' <br />11 <br />of 20 <br />File Number <br />E-2004 <br />SAWCUT <br />SLOPE VARIES <br />1.5:1 MAX <br />SAWCUT <br />VARIES <br />MATCH EXISTING <br />2% MIN, 5% MAX <br />VARIES <br />MATCH EXISTING <br />2% MIN, 5% MAX <br />_ <br />_ <br />----- <br />8% <br />I <br />___ <br />8% <br />----- <br />L------------------ <br />------- <br />APPLY PRIME COAT �D R� <br />i I _q" P°S• <br />APPLY PRIME COAT <br />- <br />0.25' AC 0/ 4 F.� <br />_:�M1RA61 <br />0.30' AC 0/ <br />SLOPE <br />VARIES <br />SCARIFY & RECOMPACT <br />0.60' AB O EXIST GRADE <br />3� SCARIFY & RECOMPACT <br />�---\ SUBGRADE 6 6O?-sm <br />\--Fe/+wv # � 0.30' AB TI = 6.0 <br />1:1 <br />-� <br />MAX <br />SUBGRADE 6" TO 95% <br />TI = 5.0 <br />Rif Or71VE C`OdbPABlf9N <br />R = 30 <br />�"w/aa ovQl� °°�� GE = 1.34' <br />fF� K`1n"I ;�t;> �; <br />RELATIVE COMPACTION <br />R = 30 SLOPE VARIES <br />GE 1.12' 1:1 MAX <br />M I"r-I � <br />= <br />14 TYPICAL SECTION <br />— LONE <br />TREE ROAD <br />!"= <br />757 <br />TYPICAL <br />SECTION — HENRY ROAD y' <br />L1" <br />SIGN - STATE OF CALIF. HWY <br />CODE SW -42 (36"X36") <br />w EINID► <br />n <br />CY <br />SIGN -CALIF <br />iv <br />SIGNS <br />HWY CODE W31 <br />1. SIGNS SHALL BE POSTED ON 2" ID GALV <br />(30" x 30") <br />PIPE IN URBAN AREAS AND EITHER PIPE OR <br />4"X4" POSTS IN RURAL AREAS. <br />2. STOP SIGN SIZES SHALL BE 30" FOR <br />o <br />URBAN AREAS AND 36" FOR RURAL AREAS. <br />TYPE SW -42 <br />NOTES: <br />ILO <br />3. SIGN - STATE OF CALIF. HWY. CODE <br />SIGN <br />SIGN -CALIF HWY 1. BARRICADES TO BE PAINTED WHITE USING <br />2 <br />SW -43 SHALL BE POSTED AT CURVES <br />TYPE NR COATS OF "EXTERIOR ALKYD RESIN HI -GLOSS <br />WHEN NEEDED. <br />- - - - <br />-- <br />LSTET <br />- <br />(24" x 24") ENAMEL" OVER A COMPATIBLE PRIMER. <br />4. POSTS SHALL BE REDWOOD OR <br />ZCODE <br />o <br />PRESSURE TREATED DOUGLAS FIR. <br />`v <br />4"x4" REDWOOD <br />OR PRESSURE TREATED <br />DOUGLAS FIR POST <br />io��cir <br />I <br />;, ,. p�JFESSp^ <br />t 'F <br />' a f '`' c ' <br />OR 2" ID GALV PIPE <br />8' PAVEMENT DELINEATION, SEE <br />CALTRANS TYPICAL INTERSECTION STD'S <br />12" WHITE <br />TYPE "B" <br />(POST ACROSS FROM INTERSECTION) <br />THERMOSTRIPE <br />pit <br />6 <br />TERMINATED STREET BARRICADE <br />3 T—SECTION SIGN <br />L <br />N00 OTES: <br />00 <br />1 <br />104 <br />N <br />o <br />�1 . A f-'T'z Ej' 5?G r: <br />C2rr'` <br />2" (TYP) <br />1. ONE STREET SIGN IS REQUIRED <br />ST AT EACH INTERSECTION. <br />MAIN <br />U-) <br />in<:�aLLlsi' <br />MAIN ST <br />ACOMMUNITY <br />100 E 2. BLOCK NUMBERS ARE TO BE ACQUIRED <br />4" SOLID YELLOW <br />100 E <br />FROM THE SAN JOAQUIN COUNTY <br />DEVELOPMENT <br />�r SHOULDER <br />7 <br />DEPARTMENT. <br />NOTES: <br />1. ALL SIGN POSTS TO BE <br />1/2" R (TYP) iv = <br />"� <br />2' CLR TO T 3. SEE IMPROVEMENT PLANS FOR <br />®� LOCATION OF TRAFFIC CONTROL <br />LOCATED 2' OFF EDGE <br />EDGE OF PAVEMENT <br />EDGE OF I <br />,� <br />PAVEMENT DEVICES. <br />OF SHOULDER. <br />N <br />4. THE LENGTH OF THE STREET SIGN <br />2. USE PAVEMENT MARKINGS <br />WHERE APPLICABLE. <br />4' SOLID WHITE <br />EDGE LINE, DTL <br />7 <br />TYPICAL <br />STREET SIGN <br />VARIES DUE TO THE LENGTH OF <br />276 S.P. A20B <br />THE STREET NAME. <br />5. SEE STANDARD DRAWING NO. R-23 <br />CALTRANS DETAIL 2 <br />6' RURAL FOR <br />4'-6" MIN TO EDGE 7' URBAN SIGN LOCATION S SIDEWALK <br />CENTERLINE STRIPE, <br />EDGE OF PAVEMENT <br />OF PAVEMENT <br />S.P. A20A <br />OR BACK OF DIKE <br />6. STOP SIGNS SHALL BE 30 FOR URBAN <br />I <br />I <br />AREAS AND FQR INTERNAL SUBDIVISION <br />STREETS; 36 FOR RURAL AREAS AND <br />ECH INTERSECT COUNTY <br />D FOR <br />A �ALSO HITO <br />ROADWAYS BE PRECEDED BY <br />A W17, <br />36STOP AHEAD SIGN WITH <br />2" ID GALV 1_ APPROPRIATE PAVEMENT MARKINGS. <br />°C-4 -J <br />PIPE �� <br />STOP AND STREET <br />SIGN LOCATION <br />10"FLATTEN <br />PIPE J (� <br />12 TYPICAL PAVEMENT MARKINGS <br />8 <br />TYPICAL <br />STOP & STREET SIGN LOCATION <br />L4) TYPICAL STOP & STREET co SIGN INSTALLATION <br />Design <br />JsW <br />Drawn <br />JSW <br />Check <br />KLK <br />4 <br />o <br />v <br />a <br />4 <br />y <br />O <br />d <br />a <br />� <br />4 <br />T <br />Y <br />'1 <br />P4 <br />z <br />' <br />.Y) <br />VX <br />w <br />A <br />Q <br />z <br />Qb <br />�z <br />� w <br />ti <br />ai <br />I <br />Iw�l <br />ca <br />f� <br />�w <br />z <br />�z <br />w <br />E- <br />U-) <br />F-jrtl <br />FFA-�z/ <br />a <br />z <br />z <br />W�x <br />H.{ <br />F <br />O <br />W <br />0 <br />z- <br />O <br />.00 <br />F CV <br />N <br />W <br />U <br />W <br />f_ <br />W Z <br />Z <br />�-- <br />N� <br />Li <br />W <br />W <br />U <br />W <br />> <br />w2 <br />of <br />V) <br />W Z <br />Q< <br />J <br />�p <br />Q <br />w <br />V)U <br />p <br />WN <br />W <br />Oa <br />0 <br />IZ <br />N <br />Date <br />SEPT., 1997 <br />Job Number <br />1186-013.4 <br />Scale <br />NO <br />SCALE <br />Sheet Number <br />11 <br />of 20 <br />File Number <br />E-2004 <br />