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RW <br />VARIES — SEE PLANS FOR LIMITS <br />(LIMITS OF CLEARING AND GRUBBING) <br />EP VARIES VARIES EP, <br />VARIES VARIES <br />2' 12' <br />I I <br />FOR'MIN � ASPHALT CONCRETE <br />(VARIES) Ii I (VARIES) 'B') LEVELING <br />I <br />VARIESa <br />y y VARIES <br />FI _ -J�,T� zzm�mh omzaiazrrp• <br />FAYar�zzZZ;l�T <br />SHOULDER BACKING <br />EXIST. ROAD/STRUCTURAL SECTION <br />TYPICAL SECTION <br />A.C. LEVELING (WASHINGTON STREET) <br />SCALE- NONE <br />P/W _ <br />VARIES <br />I <br />CONFORM <br />EXISTING <br />CONFORM �- 4 A.C. PLANING -� <br />EXIST. A.C.\ PLANING DEPTH <br />008' OR 0.13EXISTING C.C.k3. TO <br />,# \ <br />(SEE NOTE 3) REMAIN IN PLACE <br />1� (IN SOME LOCATIONS) <br />STREET SECTION AT E.P. <br />LIMITS OF <br />TVP. THIRD STREET <br />C PAVING <br />D00 <br />PLANING DEPTHS 1 f <br />(SEE NOTE 3) N <br />0.12'OR0.17 <br />10' n.C. PLANING —1 , <br />I) LIMITS OF <br />A.C. PAVING <br />TYP, CROSS STREET 1i 1 <br />I <br />AT STREET INTERSECTION: PAVING ON THRU STREET <br />SCALE: NONE <br />SCALE: NONE <br />=moving <br />5D' <br />(LIMITS OF CLEARING AND GRUBBING) <br />EP 12' E 12' E P <br />RON <br />VARIES <br />I <br />_ CONFORM TO <br />EXISTING <br />1 1 <br />— 0.9' ASPHALT I <br />CONC. (TYPE 'B') COMPACT TO 95% FOR 6" BELOW <br />NEW STRUCTURAL SECTION. <br />REPLACE ANY MATERIALS <br />UNACCEPTABLE TO OWNER NTH <br />STRUCTURAL BACKFILL. <br />T . = TO (PER C.O.S.) <br />R = 5.0 <br />TYPICAL SECTION <br />VENTURA AVENUE RECONSTRUCTION <br />SCALE: NONE <br />LIMITS OFTYP. <br />A.0PAVING <br />.1 <br />THRU STREET <br />DEEP -LIFT <br />ASPHALT CONCRETE <br />0.12 OR 01J <br />EX ST. PAVEMENT <br />PLANING DEPTH ' <br />STRUCTURAL SECTION <br />Q=THICKNESS) L <br />(SEE NOTE 3) <br />L <br />L/ <br />�I 25' VAR. DEPTH <br />000 <br />_ _ <br />1 <br />COLD PLANING <br />10' A.C. PLANING <br />1 <br />4' A _ PLANING <br />1 <br />- <br /># 4' A.C. PLANING <br />(OMIT IF NO C.GkS.) <br />(OMIT IF NO C.G.hS,) <br />TYR. CROSS STRIP <br />I <br />I <br />E.P. (TYP,) <br />1 <br />xISPNG CO45. <br />9 <br />�IN SOME LOCATIONS) <br />_ <br />L <br />AT STREET INTERSECTION: PAVING ON CROSS STREET <br />SCALE: NONE <br />E.P. <br />VARIES <br />I <br />SHOULDER BACKING -J <br />VARIES (50' - 60) <br />(LIMITS OF CLEARING AND GRUBBING) <br />E <br />VARIES VARIES <br />2' TO 1B') (12' TO 18') <br />MATCH EXIST. MATCH <br />'- 0.12' OR 0.17' ASPHALT SONG. <br />SEE RESURFACING PLAN SHEETS <br />25 AND 26 FOR LOCATIONS, <br />TYPE AND THICKNESS <br />EXIST. ROAD/STRUCTURAL SECTION <br />TYPICAL SECTION <br />A.C. OVERLAY VARIOUS STREETS <br />SCALE: NONE <br />NOTES: <br />1, MOTH, LENGTH AND LOCATIONS SHALL <br />BE AS DEFINED BY THE ENGINEER. <br />2, A.C. THICKNESS 'C, SHALL BE AS <br />FOLLOWS: <br />LOCAL STREETS f=DJ' <br />WASHINGTON STREET - F=LOB' <br />PAVEMENT REPAIR DETAIL <br />SCALE: NONE <br />�I P <br />CQ.C. PNQ C <br />(OMIT IF NO C.G.hS.) <br />E.P. <br />EXISTING C G_&S (TMP ) <br />(IN SOME LOCATIONS)II I <br />EP. <br />(P.) _ <br />0,00 <br />PLANING DEPTH >O <br />(SEE NOTE 3) <br />�o <br />0.12' TO 0.17'. <br />06 LIMITS OF <br />A.C. PAVING <br />TYPICAL-_ PLANING DETAILS <br />_ <br />TYPICAL <br />N SCALL - <br />Mm. J5. 2W3 - '591.04 OWL Noma: 0.AE6N040}ppAµnha=—Omltinq AsM1ects\F1Lb N.Sr4 U^1H P% MIN, is <br />ON STREET <br />SCALE: NONE <br />fl/W <br />P, <br />ARIES <br />12 I <br />nm <br />w Ywr1+r�Y <br />wrwAwr3r MwW�YYYYY. ywl <br />�WwYww.MMWY <br />Tom/. WwwFRwwwiYlti�xYwIWY�MMwn <br />�. rYwr.YwwwrW Y�.rwwwr.,rr <br />r.`n�wwYYrr. Wrrr 1Lw Y�YwwinYwY <br />/y I W � r41YY Yw Y� 11wY IrYL w `� <br />W V3Ywii��Ww�Ywwr�YirwM��w <br />NOTES <br />I ALL PLANING SHALL BE ACCOMPLISHED BY COLD PLANING <br />2. OMIT 4 A.C. PLANING ALONG THE EDGES OF EXISTING PAVEMENT <br />ON STREETS WITHOUT CURB. GUTTER AND SIDEWALK. <br />3, THE PLANING DEPTH SHALL BE EQUAL TO THE THICKNESS OF THE A.C. <br />OVERLAY, EXCEPT FOR ALONG THE EDGE OF STREETS NTH CONCRETE <br />GUTTER WHERE THE PLANING DEPTH SHALL BE EQUAL TO THE <br />THICKNESS OF THE A.C. OVERLAY MINUS 0.04'. SEE THE RESURFACING <br />PLAN ON SHEETS 25 AND 26 FOR A.C. OVERLAY THICKNESSES AND <br />LOCATIONS. <br />k PSOMAS <br />}235 GIwMY 0!� 0.ne, SAb 250 <br />�^' SmmY.La a,�, A) 9M -11W (916) 929-BTY (f.1x) <br />COUNTY OF SAN JOAOUIN <br />Boggs Tract Sewer System <br />DETALS <br />EPARIMENT OF PIIYl NI <br />,'I'v OF STOCTTON C LFOTIIA <br />SCALE'. As NOIFOAPPROIED By L)Ai• _. �. TEST NO <br />DRAWN HY RSI— <br />LHECKFD RY CRC FIFT TNGINLLR <br />RECORD OWG .TMUTON -Al!11rvo4l. <br />4' MIN. <br />(SEE NOTES) <br />DEEP -LIFT <br />ASPHALT CONCRETE <br />EX ST. PAVEMENT <br />STRUCTURAL SECTION <br />Q=THICKNESS) L <br />NOTES: <br />1, MOTH, LENGTH AND LOCATIONS SHALL <br />BE AS DEFINED BY THE ENGINEER. <br />2, A.C. THICKNESS 'C, SHALL BE AS <br />FOLLOWS: <br />LOCAL STREETS f=DJ' <br />WASHINGTON STREET - F=LOB' <br />PAVEMENT REPAIR DETAIL <br />SCALE: NONE <br />�I P <br />CQ.C. PNQ C <br />(OMIT IF NO C.G.hS.) <br />E.P. <br />EXISTING C G_&S (TMP ) <br />(IN SOME LOCATIONS)II I <br />EP. <br />(P.) _ <br />0,00 <br />PLANING DEPTH >O <br />(SEE NOTE 3) <br />�o <br />0.12' TO 0.17'. <br />06 LIMITS OF <br />A.C. PAVING <br />TYPICAL-_ PLANING DETAILS <br />_ <br />TYPICAL <br />N SCALL - <br />Mm. J5. 2W3 - '591.04 OWL Noma: 0.AE6N040}ppAµnha=—Omltinq AsM1ects\F1Lb N.Sr4 U^1H P% MIN, is <br />ON STREET <br />SCALE: NONE <br />fl/W <br />P, <br />ARIES <br />12 I <br />nm <br />w Ywr1+r�Y <br />wrwAwr3r MwW�YYYYY. ywl <br />�WwYww.MMWY <br />Tom/. WwwFRwwwiYlti�xYwIWY�MMwn <br />�. rYwr.YwwwrW Y�.rwwwr.,rr <br />r.`n�wwYYrr. Wrrr 1Lw Y�YwwinYwY <br />/y I W � r41YY Yw Y� 11wY IrYL w `� <br />W V3Ywii��Ww�Ywwr�YirwM��w <br />NOTES <br />I ALL PLANING SHALL BE ACCOMPLISHED BY COLD PLANING <br />2. OMIT 4 A.C. PLANING ALONG THE EDGES OF EXISTING PAVEMENT <br />ON STREETS WITHOUT CURB. GUTTER AND SIDEWALK. <br />3, THE PLANING DEPTH SHALL BE EQUAL TO THE THICKNESS OF THE A.C. <br />OVERLAY, EXCEPT FOR ALONG THE EDGE OF STREETS NTH CONCRETE <br />GUTTER WHERE THE PLANING DEPTH SHALL BE EQUAL TO THE <br />THICKNESS OF THE A.C. OVERLAY MINUS 0.04'. SEE THE RESURFACING <br />PLAN ON SHEETS 25 AND 26 FOR A.C. OVERLAY THICKNESSES AND <br />LOCATIONS. <br />k PSOMAS <br />}235 GIwMY 0!� 0.ne, SAb 250 <br />�^' SmmY.La a,�, A) 9M -11W (916) 929-BTY (f.1x) <br />COUNTY OF SAN JOAOUIN <br />Boggs Tract Sewer System <br />DETALS <br />EPARIMENT OF PIIYl NI <br />,'I'v OF STOCTTON C LFOTIIA <br />SCALE'. As NOIFOAPPROIED By L)Ai• _. �. TEST NO <br />DRAWN HY RSI— <br />LHECKFD RY CRC FIFT TNGINLLR <br />RECORD OWG .TMUTON -Al!11rvo4l. <br />