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R/W <br />VARIES - SEE PLANS FOR LIMITS <br />(LIMITS OF CLEARING AND GRUBBING) <br />CL <br />E.P. VARIES VARIES <br />VARIES <br />12" <br />I <br />0.08' MIN. ASPHALT CONCRETE <br />(VARIES) (TYPE B) LEVELING <br />VAS VARIES <br />4r <br />SHOULDER BACKING <br />EXIST. ROAD/STRUCTURAL SECTION <br />VARIES <br />12" . <br />TYPICAL SECTION <br />A.C. LEVELING (WASHINGTON STREET) <br />SCALE: NONE <br />CONFORM 4' A.C. PLANING <br />EXIST. A.C. PLANING DEPTH <br />0.08' OR 0.13' <br />(SEE NOTE 3) <br />LIMITS OF <br />TYP, THRU STREET <br />A.C. PAVING <br />0.00' — <br />PLANING DEPTHS <br />(SEE NOTE 3) N <br />0.12' OR 0.17' <br />10' A.C. PLANING <br />I <br />I I I I <br />I I I I <br />I TYP. CROSS STREET <br />I I I I <br />I <br />A <br />R/W R/W 50' R/W <br />(LIMITS OF CLEARING AND GRUBBING) <br />rt <br />VARIES E.P. 12' 12' E.P. VARIES <br />I I I <br />CONFORM TO CONFORM TO <br />EXISTING EXISTING <br />2% <br />2%27. <br />Cj <br />0.9' ASPHALT <br />CONC. (TYPE 'B') COMPACT TO 95% FOR 6" BELOW <br />NEW STRUCTURAL SECTION. <br />REPLACE ANY MATERIALS <br />UNACCEPTABLE TO OWNER WITH <br />STRUCTURAL BACKFILL. <br />T.I. = 6.0 (PER C.O.S.) <br />R=5.0 <br />TYPICAL SECTION <br />VENTURA AVENUE RECONSTRUCTION <br />SCALE: NONE <br />EXISTING C.G.&S. TO <br />REMAIN IN PLACE <br />(IN SOME LOCATIONS) <br />STREET SECTION AT E.P. <br />SCALE: NONE <br />LIMITS OF <br />A.C. PAVING <br />AT STREET INTERSECTION: PAVING ON THRU STREET <br />SCALE: NONE <br />LIMITS OF <br />TYP, THRU STREET <br />A.C. PAVING , <br />0.12' OR 0.17' <br />PLANING DEPTH <br />(SEE NOTE 3) <br />25' VAR. DEPTH <br />l ( COLD PLANING <br />10' A.C. PLANING <br />4' A.C. PLANING L j 4' A.C. PLANING <br />(OMIT IF NO C.G.&S.) I I (OMIT IF NO C.G.&S.) <br />TYR. CROSS STRIfET I E P (TYP ) <br />XII <br />C.G.&S. <br />IN SOME LOCATIONS) <br />AT STREET INTERSECTION: PAVING ON CROSS STREET <br />SCALE: NONE <br />4' MIN. <br />(t=THICKNESS) t <br />R/W VARIES (50' - 60') R/W <br />(LIMITS OF CLEARING AND GRUBBING) <br />Ct <br />E.P. VARIES VARIES E.P. <br />VARIES (12' TO 18') (12' TO 18') VARIES <br />I 12" 12" I <br />SHOULDER BACKING — <br />MATCH EXIST. <br />MATCH EXIST. <br />0.12' OR 0.17' ASPHALT CONC. <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 />DEEP -LIFT <br />ASPHALT CONCRETE <br />EXIST. PAVEMENT <br />STRUCTURAL SECTION <br />NOTES: <br />1. WIDTH, LENGTH AND LOCATIONS SHALL <br />BE AS DEFINED BY THE ENGINEER. <br />2. A.C. THICKNESS "t", SHALL BE AS <br />FOLLOWS: <br />LOCAL STREETS- t=0.7' <br />WASHINGTON STREET - t=1.08' <br />PAVEMENT REPAIR DETAIL <br />SCALE: NONE <br />4' A.C. PLANING <br />(OMIT IF NO C.G.&S.) <br />E.P. <br />� <br />EXISTING C.G.&S. (TYIn <br />(IN SOME LOCATIONS) �I <br />E_ P. �I <br />(TYP.) <br />W2 <br />0.00 �— o a <br />PLANING DEPTH o0 <br />(SEE NOTE 3) v <br />0.12'TO0.17 ( '~ <br />I <br />60 <br />a? �_ <br />og LIMITS OF <br />ICL A.C. PAVING <br />TYPICAL PLANING DETAILS X56,490 <br />NO SCALE exP. s-ao-os <br />sT �e <br />z aF CAl1F <br />o DRAWN BY DATE <br />w PROJECT ENGINEER DATE CHECKED DATE SUBMITTEDL'3 <br />APPROVED DATE COUNTY O F SAN J O A Q U I N <br />a(41oz ,h 7�c�r ,F/e�pi� <br />FILE NAME DRAWER SHEET N0. Mar. 01, 2002 - 14:35:29 DWG Name: Q:\6SAN040300\WATRES-DRAFTING\sheets\sheet-24.dwg Updated By: RLehutsky <br />'A�. <br />ON STREET <br />SCALE: NONE <br />1. ALL <br />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 WITH 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 />PSOMAS <br />2295 Gateway Oaks Drive, Suite 250 <br />Saa wento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />Boggs Tract Sewer System <br />DETAILS <br />DEPARTMENT OF PUBLIC WORKS <br />CITY of STOCKTON, CALIFORNIA <br />SCALE: AS NOTED APPROVED BY: DATE: SHEET NO <br />DESIGNED BY: RT >�ly'G-Z 24 <br />DRAWN BY: RSL/CC I O� of 2$ SHEETS <br />CHECKED BY: CRC ti PROJECT NO. <br />CITY ENGINEE 6SAN0403 <br />RECORD DWG.: STOCKTON, C IF. <br />�431Q 23 G <br />