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287.1 NG <br />60 <br />1:1 ALTERNATE <br />CID EDGE <br />(285.94 FS) <br />286.4 NG-,,, <br />286.25 FS <br />22.3' <br />SEE ONSITE IMPROVEMENTS <br />FOR CONTINUATION <br />44 <br />nl <br />22.4' <br />RIGHT OF WAY <br />1:1 ALTERNATE <br />WGE <br />ic) <br />EDGE <br />(285.39 FS) P VEMENT F <br />SOUTH BIRD ROAD DRIVEWAY ENLARGEMENT <br />SCALE: NTS <br />14.5" THICK PORTLAND <br />CEMENT CONCRETE #6 REBAR ® 12" OC EACH WAY <br />P* .�. h C"-' • �•1. � -t40 <br />" � �I-�J ��. I <.^ <br />40 4VI <br />54 <br />i '* <br />i�z <br />ON <br />• • �.ff• C je% <br />I, .I • .••'• '..��� ' 1 <br />FIILL� 1.. 111-111 <br />COMPACTED SUBGRADE 16" OF BASE <br />COURSE <br />NOTES: <br />1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. <br />CONSTRUCT EXPANSION JOINTS AT POINTS OF TANGENCY AND AT ENDS OF EACH <br />DRIVEWAY. <br />2. PROVIDE MEDIUM TO COARSE BROOM FINISH. <br />3. CONCRETE 28 DAY COMPRESSION STRENGTH TO BE 4000 PSI MIN. <br />4b' <br />REINFORCED CONCRETE PAVEMENT SECTION <br />SCALE: NTS <br />O '� <br />N 00 <br />U �I <br />m p0 <br />0 <br />~ C -N <br />CY) 0 <br />°' <br />U <br />X <br />m0 <br />Eo <br />_C) o <br />N �N <br />0 00 > <br />Q 4� X <br />E NLn <br />(D \0 <br />4 N0 <br />O <br />O N <br />N <br />U � <br />4-w <br />0 r <br />i� a_ x <br />w <br />0 <br />~ PORTLAND CEMENT CONCRETE <br />1 4" MAX. u PAVING. <br />AVING. <br />TOOLED JOINT W/ 1/4" <br />RADII EDGES <br />SAWCUT CONTROL JOINT <br />1/4" MAX <br />� w <br />0 <br />A• v G 4 <br />a <br />d � v• <br />PORTLAND CEMENT CONCRETE <br />PAVING. <br />a. d A a <br />v d ° A <br />A v. : d <br />A A <br />A n <br />6 <br />,d. a e d <br />Od <br />a <br />a° d'• Q tle d a• <br />A <br />TOOLED CONTROL JOINT <br />CONTRACTION/ CONTROL JOINT SPACING <br />a a <br />MAX. SPACING <br />4" <br />10' <br />e e <br />v <br />< d b <br />° e• <br />15' <br />7" <br />18' <br />d <br />20' <br />9" <br />20' <br />` <br />• <br />e d <br />W Q <br />> Z U <br />Agricultural and <br />d a <br />... .- <br />d n' <br />a <br />° a <br />6" <br />Q <br />A Ad <br />e AV <br />a <br />a <br />L - <br />W Cly <br />0 <br />� <br />J <br />OFFSITE <br />.d •d 4a <br />'A <br />PLAN <br />W <br />A; <br />d n <br />n <br />e a a d <br />4 A <br />d <br />•° a <br />'• 4 <br />d• .a:.A <br />- V <br />ad <br />v v 4 <br />A n •'v <br />e <br />TOOLED JOINT W/ 1/4" <br />RADII EDGES <br />SAWCUT CONTROL JOINT <br />1/4" MAX <br />� w <br />0 <br />A• v G 4 <br />a <br />d � v• <br />PORTLAND CEMENT CONCRETE <br />PAVING. <br />a. d A a <br />v d ° A <br />A v. : d <br />A A <br />A n <br />6 <br />,d. a e d <br />Od <br />a <br />a° d'• Q tle d a• <br />A <br />TOOLED CONTROL JOINT <br />CONTRACTION/ CONTROL JOINT SPACING <br />SLAB THICKNESS, T <br />MAX. SPACING <br />4" <br />10' <br />5" <br />13' <br />6" <br />15' <br />7" <br />18' <br />8" <br />20' <br />9" <br />20' <br />10" <br />20' <br />NOTES: <br />1. CONSTRUCT CONTROL JOINTS WITHIN 24 HOURS OF POUR. <br />2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONSTRUCTION JOINTS. <br />3. JOINT SPACING SHALL NOT EXCEED 1.5 TIMES SIDEWALK WIDTH. <br />R/W <br />Alternate edge <br />Set pipe in line with <br />existing ditch at <br />A-411'-1 <br />elevation 0.25' to 0.50' - __ ______________-- <br />below existing flowline - <br />Ditch flowline <br />R/W <br />12" Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />Material per <br />chart below A Edge of existing pavement <br />RURAL DRIVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />QVF ESS/p , <br />AC/AB(Min) <br />(Min) <br />(Min) <br />I (Max) <br />Rural <br />Residential <br />12' <br />25' <br />2"/ 4" <br />ACAB <br />4" <br />Commercial, <br />Z Z <br />W � <br />J <br />2" /6" <br />W Q <br />> Z U <br />Agricultural and <br />15' <br />40' <br />AC AB <br />6" <br />Industrial <br />IIIIIiI W <br />7 Z <br />LU Q <br />L - <br />W Cly <br />0 <br />� <br />Existing Var Existing -�Var7 <br />pavement pavement <br />Variable slope (10% max) <br />0.5 Min to meet existing ground <br />SECTION A -A <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" below ditch flowline and a max <br />of 1/2 the diameter of the pipe, below ditch flowline. <br />2. At an intersection, no driveway shall be placed within 30' of the <br />point of intersection of the master planned R/W lines. <br />3. Driveways shall be at right angles to the street. <br />4. Circle driveways are to be no closer than 75' between centers (residential) <br />or 80' between centers (commercial). <br />5. When cross pipe is used, it shall extend a minimum of 3' past the toe of fill <br />slopes of the driveway, all fill shall be compacted to 95% relative compaction. <br />Maximum fill slope 2:1. <br />6. Pipes shall be Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, <br />the size varies according to the hydraulic requirement. <br />7. Fire access roads and driveways shall comply with the San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />Approved by: <br />Art <br />DRIVEWAYS - TYPE D & E <br />oaqwio�- F 0 R AGRICULTURAL AND RURAL <br />No. Revision Description Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Worym for U Date: DEC 2014 Std. Dwg. No. R-17 <br />ELASTOMERIC JOINT SEALER. <br />AND 1/2" BACKER ROD <br />ASPHALTIC JOINT FILLER--\ <br />'-- BASE COURSE AS OCCURS <br />NOTES: <br />1. JOINT SEALER SHOULD BE RECESSED BELOW PAVEMENT SURFACE. <br />^ 2. EXTEND ASPHALTIC STRIP BELOW SLAB 1/2" MIN. <br />3. PROVIDE BACKER ROD WITH DIAMETER 1/8" GREATER THAN JOINT WIDTH <br />4. PLACE ISOLATION JOINTS AT BUILDINGS, UTILITY STRUCTURES, AND OTHER <br />MISCELLANEOUS FIXED STRUCTURES. <br />CONTRACTION JOINT FOR CONCRETE PAVEMENT <br />SCALE: NTS <br />ISOLATION JOINT <br />SCALE: NTS <br />,TERIAL <br />GRADING & DRAINAGE KEY NOTES <br />Oj SANlCUT EXISTING ASPHALT PAVEMENT 30.5' DEEP AND CONSTRUCT <br />14.5' REINFORCED CONCRETE PAVEMENT PER DETAIL 2/02.0. <br />OCONSTRUCT TYPE E DRIVEWAY PER COUNTY OF SAN JOAQUIN STANDARD <br />DRAWING N0. R-17. <br />NORTH <br />SCALE 1 INCH = 10 FEET <br />10 0 10 20 <br />2250 Douglas Blvd, Suite 200 <br />Roseville, CA 95661 <br />0:916.772.7688 <br />F:916.772.7699 <br />www.k,off.com <br />Engineer's Stamp <br />QVF ESS/p , <br />�o <br />S�EPHE �, y <br />q � <br />C <br />2087 <br />.6/30 <br />`' ENG�N�.���Q' <br />�F Ch0i <br />Project <br />Ce >= <br />Q <br />O <br />LLE U <br />Q <br />� <br />� <br />Z Z <br />W � <br />J <br />O <br />W Q <br />> Z U <br />0CeZ <br />W W <br />`./ <br />Q <br />W oc 0 <br />IIIIIiI W <br />7 Z <br />LU Q <br />L - <br />W Cly <br />0 <br />� <br />Sheet Title <br />OFFSITE <br />IMPROVEMENT <br />PLAN <br />0 <br />a <br />C/) <br />Z <br />o <br />0 <br />+' <br />Q <br />V)' <br />i <br />L- <br />U <br />() <br />W <br />C) <br />Q) <br />D <br />O <br />Z <br />DATE 06/24/22 <br />Designed RC <br />Drawn OB <br />Checked RC <br />JOB NO. 2100-045 <br />Drawing No. <br />• <br />