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EXPANSION JOINT IF EXIST. 3.0" - TYPE LV4 BITUMINOUS <br /> MATERULL LS CONCRETE WEARING COURSE (LVWE45030B) 6" CONCRETE PAVEMENT <br /> PAVE WEAR COURSE 4 CLASS 5 AGGREGATE BASE <br /> MATCH EXIST. MATERIAL (MATCH EXISTING THICKNESS, 6" MIN.) ° CLASS 5 AGGREGATE BASE Stan tac <br /> LIMITS TO BE DETERMINED (MATCH EXISTING THICKNESS, 6" MIN.) <br /> IN FIELD BY ENGINEER <br /> SUBGRADE PREPARATION SUBGRADE PREPARATION <br /> .. { :•:•: f8fSP17$ EDi,:i Hi h W <br /> 2335 wa 36 <br /> ............. ............. <br /> 1 MN 11 <br /> 1 >w. . si ;•; y S7K.'..E€'j:'.: �:iY::it•.i•:i•:i•::•:iii•:i•.i <br /> J� <br /> i <br /> ,e. <br /> ` tir <br /> e <br /> :ice rt., <br /> Ph: 651-636-4600 <br /> - i.. <br /> vti. y' <br /> Y /` <br /> : s. TYPICAL SECTION •:•:� ::::......:::::::::::::�:� :::::::.:::::::: <br /> `zr C ON <br /> ' a <br /> TY PICAL <br /> VEMENT ICAL SECTION <br /> .:� k EXIST. PA <br /> •r• :.g • >'i • :••��:^�.. ''fix +i' Fax: 651- 636.1311 <br /> EXIST. AGG. BASE BITUMINOUS DRIVEWAY REPAIR CONCRETE DRIVEWAY REPAIR <br /> w .stantm= <br /> ® STANTEC 2012 <br /> ROPOSED WEAR COURSE, <br /> BASE COURSE AND AGGREGATE BASE EXTEND AGGREGATE BASE <br /> DRIVEWAY SECTION AS SHOWN <br /> NO SCALE DRIVEWAY 8618 CURB MILL 4' WIDE <br /> (SEE BELOW LEFT) <br /> lid <br /> S .S' m fW �C <br /> ra w <br /> GENERAL NOTES: w0� JP Pr1S� f 6 <br /> PAVE EAR COURSE <br /> 1. CONCRETE PANEL WIDTH SHALL NOT EXCEED 5 FEET WITHOUT AN r V b S 'WIDE M 5 <br /> 4 EXPANSION JOINT qRQ BITUMINOUS PAVEMENT q� N CONCRETE PAVEMENT TO MIN. 4 <br /> 2. CONTROL JOINTS IN CONCRETE CURB NOT TO EXCEED 10 FOOT TO MATCH BACK OF 9 MATCH BACK OF MILL 1- 1/2" DEEP o �r <br /> SPACING THROUGH DRIVEWAY. y Vq CONCRETE CURB AT THIS _,`Py yq� CONCRETE CURB AT THIS ,.,.,,.,.,„....,. ..,.....,.,.,..,. .,.,.,. H .., .,.,..,.. .,,..,. ,.,.,. 3 g A <br /> ` Q <br /> 3. CONCRETE DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT _,cNP �Q POINT POINT <br /> ••"•� ••o- • • • •� • ••• <br /> 4. DRIVEWAY WIDTH TO MATCH EXISTING � _ :f' r: • l `• ! 'g ' �> 'i' <br /> 5. MINIMUM DISTANCE REPLACED FROM BACK OF CURB = S G� r 'ti t• ;• r , ; . x.y ..� "; r �; , p » • ` <br /> 6. CASTINGS REQUIRED ON ALL CURBSfOPS LOCATED IN DRIVEWAYS. �! ;v 5; c w;� °. t >1 ° s''j'b'; <br /> EX STREET SECTION <br /> BITUMINOUS DRIVEWAY ISOMETRIC CONCRETE DRIVEWAY ISOMETRIC . <br /> NO SCALE NO SCALE STRAIGHT LINE SAWCUT <br /> EX. BIT. FOR REMOVAL <br /> PROPOSED WEAR COURSE, <br /> BASE COURSE AND AGGREGATE BASE <br /> II I <br /> DRIVEWAY REPAIR MATCH EXISTING BITUMINUOUS SURFACING W <br /> O o <br /> SALVAGE EXISTING MAILBOX AND POST. IF THE EXISTING LLI d <br /> POST DOES NOT MEET HEIGHT OR STABILITY z <br /> REQUIREMENTS A NEW POST MUST BE FURNISHED BY z <br /> CONTRACTOR. �--� <br /> 1/2" a <br /> HEIGHT - 48 INCHES ABOVE STREET LEVEL 0 <br /> W <br /> HAVE BOX EXTEND AS FAR IN FRONT OF SUPPORT POST AS J p Z <br /> 1/8" MAXIMUM POSSIBLE. (THIS PREVENTS POSSIBLE SNOW PLOW DAMAGE). �.� Z Q <br /> Q <br /> N <br /> BOX MUST BE LOCATED 50 CARRIER CAN SERVE WITHOUT {� <br /> LEAVING VEHICLE. W W <br /> NOTES: W <br /> T <br /> MAILBOX SHOULD BE 6" BEHIND z <br /> 5/8" 18 " BACK OF CURB OR EDGE OF LJ,J <br /> AGGREGATE SHOULDER. V M <br /> ,-I <br /> ADDRESS DIMENSIONS AS PER U.S. POSTAL <br /> SERVICE N <br /> BOND BREAKERTAPE <br /> z 6" <br /> SEALANT MATERIAL f <br /> a 0 09 f <br /> 85 $ <br /> z �' H O �++ NO. REVISION DATE <br /> o<� <br /> = O O u APPFL 01/23/13 <br /> U 8ID SET <br /> 0 E ouov« <br /> OC O (D <br /> p N 7 d m O <br /> W <br /> W <br /> y y <br /> 0 <br /> SURVEY PR <br /> DRAM <br /> THA � BTI <br /> DESIGNED MRS <br /> a MPROV® MRS <br /> PRO]. ND. 1935035x1 <br /> BITUMINOUS JOINT SAW AND SEAL MAIL BOX INSTALLATION <br /> C8.03 <br />