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MARKINGS
<br />CHAPTER 3A. GENERAL
<br />Section 3A.01 Functions and Limitations
<br />Support:
<br />01 Markings on highways and on private roads open to public travel (see definition in Section 1A.13) have important
<br />functions in providing guidance and information for the road user. Major marking types include pavement and curb
<br />markings, delineators, colored pavements, channelizing devices, and islands. In some cases, markings are used to
<br />supplement other traffic control devices such as signs, signals, and other markings. In other instances, markings are used
<br />alone to effectively convey regulations, guidance, or warnings in ways not obtainable by the use of other devices.
<br />02 Markings have limitations. Visibility of the markings can be limited by snow, debris, and water on or adjacent to
<br />the markings. Marking durability is affected by material characteristics, traffic volumes, weather, and location. However, under
<br />most highway conditions, markings provide important information while allowing minimal diversion of attention from the
<br />roadway.
<br />Section 3A.02 Standardization of Application
<br />Standard:
<br />01 Each standard marking shall be used only to convey the meaning prescribed for that marking in this
<br />Manual. When used for applications not described in this Manual, markings shall conform in all respects to the
<br />principles and standards set forth in this Manual.
<br />Guidance:
<br />02 Before any new highway, private road open to public travel (see definition in Section 1A. 13), paved detour, or
<br />temporary route is opened to public travel, all necessary markings should be in place.
<br />Standard:
<br />03 Markings that must be visible at night shall be retroreflective unless ambient illumination assures that the
<br />markings are adequately visible. All markings on Interstate highways shall be retroreflective.
<br />03a All longitudinal pavement markings shall be retroreflective except non -reflective pavement markers and
<br />directional markings for tourists. Refer to CVC 21374.
<br />04 Markings that are no longer applicable for roadway conditions or restrictions and that might cause
<br />confusion for the road user shall be removed or obliterated to be unidentifiable as a marking as soon as
<br />practical.
<br />Option:
<br />05 Until they can be removed or obliterated, markings may be temporarily masked with tape that is
<br />approximately the some color as the pavement.
<br />Guidance:
<br />06 If used, the masking tape should match the pavement surface color and not provide undue contrast.
<br />Support:
<br />07 Use of black tape for temporary "masking" is effective for new Asphalt Concrete pavement. However, for faded
<br />Asphalt Concrete pavement or Portland Cement Concrete pavements, black "masking" pavement markings could
<br />appear as a stripe in low light conditions and result in confusion to road users.
<br />Section 3A.03 Maintaining Minimum Pavement Marking Retroreflectivity
<br />(This Section is reserved for future text based on FHWA rulemaking.)
<br />Section 3A.04 Materials
<br />Support:
<br />01 Pavement and curb markings are commonly placed by using paints or thermoplastics; however, other suitable
<br />marking materials, including raised pavement markers and colored pavements, are also used. Delineators and
<br />channelizing devices are visibly placed in a vertical position similar to signs above the roadway.
<br />02 Some marking systems consist of clumps or droplets of material with visible open spaces of bare pavement
<br />between the material droplets. These marking systems can function in a manner that is similar to the marking
<br />systems that completely cover the pavement surface and are suitable for use as pavement markings if they meet
<br />the other pavement marking requirements of the highway agency.
<br />Guidance:
<br />03 The materials used for markings should provide the specified color throughout their useful life.
<br />04 Consideration should be given to selecting pavement marking materials that will minimize tripping or loss of
<br />traction for road users, including pedestrians, bicyclists, and motorcyclists.
<br />05 Delineators should not present a vertical or horizontal clearance obstacle for pedestrians.
<br />Section 3A.05 Colors
<br />Standard:
<br />01 Markings shall be yellow, white, red, blue, green or purple. The colors for markings shall conform to the
<br />standard highway colors. Black in con junction with one of the colors mentioned in the first sentence of this
<br />paragraph shall be a usable color.
<br />Ola The color of curb markings shall conform to CVC 21458. Refer to CVC 21374 for exceptions.
<br />02 When used, white markings for longitudinal lines shall delineate:
<br />A. The separation of traffic flows in the same direction, or
<br />B. The right-hand edge of the roadway.
<br />03 When used, yellow markings for longitudinal lines shall delineate:
<br />A. The separation of traffic traveling in opposite directions,
<br />B. The left-hand edge of the roadways of divided highways and one-way streets or ramps, or
<br />C. The separation of two-way left -turn lanes and reversible lanes from other lanes.
<br />04 When used, red raised pavement markers or delineators shall delineate:
<br />A. Truck escape ramps, or
<br />B. One-way roadways, ramps, or travel lanes that shall not be entered or used in the direction from which the
<br />markers are visible.
<br />Support:
<br />04a Red pavement markers are used to alert possible wrong way drivers on freeways as shown in Figure
<br />3A-102(CA) Details 14 and 14A.
<br />05 When used, blue markings shall supplement white markings for parking spaces for persons with
<br />disabilities.
<br />06 When used, purple markings shall supplement lane line or edge line markings for toll plaza approach lanes that
<br />are restricted to use only by vehicles with registered electronic toll collection accounts.
<br />Option:
<br />07 Colors used for official route shield signs (see Section 2D. 11) may be used as colors of symbol markings to
<br />simulate route shields on the pavement (see Section 38.20.)
<br />08 Black may be used in combination with the colors mentioned in the first sentence of Paragraph I where a
<br />light-colored pavement does not provide sufficient contrast with the markings.
<br />08a If the material used for centerline marking is paint, a 3 -inch wide black line may be placed between the
<br />4 -inch wide yellow lines on streets and highways under local jurisdiction.
<br />Standard:
<br />08b If the material used for centerline marking is paint, a 3 -inch wide black line shall be placed between the
<br />4 -inch wide yellow lines on State highways.
<br />Support:
<br />09 When used in combination with other colors, black is not considered a marking color, but only a contrast
<br />enhancing system for the markings.
<br />Section 3A.06 Functions Widths. and Patterns of Longitudinal Pavement Markings
<br />Standard:
<br />01 The general functions of longitudinal lines shall be:
<br />A. A double line indicates maximum or special restrictions,
<br />B. A solid line discourages or prohibits crossing (depending on the specific application),
<br />C. A broken line indicates a permissive condition, and
<br />D. A dotted line provides guidance or warning of a downstream change in lane function.
<br />02 The widths and patterns of longitudinal lines shall be as follows:
<br />A. Normal line -4 to 6 inches wide.
<br />B. Wide line -at least twice the width of a normal line.
<br />C. Double line—two parallel lines separated by a discernible space.
<br />D. Broken line—normal line segments separated by gaps.
<br />E. Dotted line—noticeably shorter line segments separated by shorter gaps than used for a broken line.
<br />The width of a dotted line extension shall be at least the same as the width of the line it extends.
<br />at least twice the width of a normal line.
<br />Support:
<br />03 The width of the line indicates the degree of emphasis.
<br />Standard:
<br />07 The widths and patterns of longitudinal lines shall conform to the details shown in Figures 3A-101(CA) through
<br />3A-113(CA).
<br />NO PASSING ZONES -TWO DIRECTION
<br />DETAIL 22
<br />CHANNELIZING LINE
<br />8" WHITE LINE
<br />CV
<br />24'-0" tel. 24,-011 _I
<br />THROUGH TRAFFIC
<br />DETAIL 38
<br />RIGHT EDGELINES
<br />�CV
<br />EDGE OF TRAVELED WAY
<br />DETAIL 27B
<br />MARKER DETAILS
<br />37/811-41/811
<br />TYPE C AND TYPE D
<br />TYPE G AND TYPE H
<br />MRETROREFLECTIVE FACE
<br />67-0"
<br />1'-0" GRID
<br />A=42 ft2
<br />TYPE III (L) ARROW
<br />(FOR TYPE III (R) USE MIRROR IMAGE)
<br />NOTE:
<br />MINOR VARIATIONS IN DIMENSIONS MAY BE
<br />ACCEPTED BY THE ENGINEER.
<br />LEGEND
<br />MARKERS
<br />® TYPE C RED -CLEAR RETROREFLECTIVE
<br />TYPE D TWO-WAY YELLOW RETROREFLECTIVE
<br />® TYPE G ONE-WAY CLEAR RETROREFLECTIVE
<br />® TYPE H ONE-WAY YELLOW RETROREFLECTIVE
<br />LINES
<br />6" WHITE
<br />6" YELLOW
<br />5'-6"
<br />1 '-0" GR:
<br />A=42 ft2
<br />TYPE E ARROW
<br />Right lone drop arrow
<br />(For left lane,
<br />use mirror image)
<br />3,-6..
<br />0
<br />0
<br />T___1 __T__
<br />1 I
<br />i —U UniU
<br />A=14 ft2
<br />TYPE I 10'-0" ARROW
<br />4�
<br />R/W W
<br />Alternate edge
<br />Set pipe in line with
<br />existing ditch at ________________
<br />elevation 0.25' to 0.50' — —--------- —
<br />below existing flowline ------------------
<br />Ditch flowline
<br />--j-R/W
<br />-12" Min dia cross
<br />pipe when required
<br />(See notes 5 & 6)
<br />25' R
<br />Material per ' II
<br />chart below A r Edge of existing pavement
<br />RURAL DRIVEWAY
<br />TYPE
<br />W
<br />STRUCTURAL SECTION
<br />PCC
<br />(Min)
<br />LO
<br />Co
<br />0
<br />i
<br />co
<br />O
<br />i
<br />N
<br />4_
<br />Q�
<br />0
<br />0
<br />ENGINEERING + DESIGN
<br />AC/AB(Min)
<br />(Min)
<br />Rural
<br />Residential
<br />12'
<br />25'
<br />2"/ 4"
<br />AC AB
<br />4"
<br />Commercial,
<br />GENERAL CONTRACTOR LICENSE 9799737
<br />3901 BRICKIT CT. TEL: 209.543.9676
<br />2" /6"
<br />REVISION HISTORY:
<br />Agricultural and
<br />15'
<br />40'
<br />Ac AB
<br />6"
<br />Industrial
<br />USE DISCLAIMER:
<br />THE DESIGN DATA CONTAINED IN THIS DRAWING IS THE
<br />SOLE PROPERTY OF JUSTIN W. CAPP AND MAY NOT BE
<br />REPRODUCED OR USED WITHOUT WRITTEN PERMISSION.
<br />THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
<br />UNTIL SEALED AND DATED. THE END USER IS
<br />RESPONSIBLE FOR COORDINATION OF FIELD CONDITIONS,
<br />DIMENSIONS, AND WORK NOT OTHERWISE SHOWN BY THIS
<br />DRAWING.
<br />ENGINEER'S SEAL:
<br />QRpFESS/p
<br />t
<br />xH W.
<br />c910
<br />o. 61393
<br />"
<br />. 6/30[19,
<br />9TF OF CALVE 3/7/18
<br />KEY PLAN:
<br />PROJECT NAME:
<br />YOSEMITE FOODS
<br />DRAWING TITLE:
<br />STRIPING NOTES &
<br />DETAILS
<br />CAD FILE NAME:
<br />16326-STRIPING.DWG
<br />DRAWING SCALE:
<br />AS NOTED
<br />JOB NUMBER:
<br />DRAWN: MI
<br />SHEET NUMBER:
<br />16326
<br />STO
<br />CHK'D: JC
<br />DATE: 1/23/18
<br />1 '-0" GR:
<br />A=42 ft2
<br />TYPE E ARROW
<br />Right lone drop arrow
<br />(For left lane,
<br />use mirror image)
<br />3,-6..
<br />0
<br />0
<br />T___1 __T__
<br />1 I
<br />i —U UniU
<br />A=14 ft2
<br />TYPE I 10'-0" ARROW
<br />4�
<br />R/W W
<br />Alternate edge
<br />Set pipe in line with
<br />existing ditch at ________________
<br />elevation 0.25' to 0.50' — —--------- —
<br />below existing flowline ------------------
<br />Ditch flowline
<br />--j-R/W
<br />-12" Min dia cross
<br />pipe when required
<br />(See notes 5 & 6)
<br />25' R
<br />Material per ' II
<br />chart below A r Edge of existing pavement
<br />RURAL DRIVEWAY
<br />TYPE
<br />W
<br />STRUCTURAL SECTION
<br />PCC
<br />(Min)
<br />(Max)
<br />ENGINEERING + DESIGN
<br />AC/AB(Min)
<br />(Min)
<br />Rural
<br />Residential
<br />12'
<br />25'
<br />2"/ 4"
<br />AC AB
<br />4"
<br />Commercial,
<br />GENERAL CONTRACTOR LICENSE 9799737
<br />3901 BRICKIT CT. TEL: 209.543.9676
<br />2" /6"
<br />REVISION HISTORY:
<br />Agricultural and
<br />15'
<br />40'
<br />Ac AB
<br />6"
<br />Industrial
<br />Existing Var Existing�Var
<br />pavement pavemnt
<br />0.5' Min -Variable slope (10% max)
<br />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 />DRIVEWAY DETAIL
<br />SCALE: NTS
<br />YOSEMITE FOODS
<br />4221 E. MARIPOSA RD.
<br />STOCKTON, CA 95215
<br />A.P.N.# 179-007-019
<br />ENGINEER:
<br />Jit
<br />JUSTIN W. CAPP, Inc.
<br />ENGINEERING + DESIGN
<br />JUSTIN W. CAPP
<br />CE #61393, SE #4813
<br />1003 12th STREET, MODESTO, CA 95354
<br />PO BOX 861, MODESTO, CA 95353
<br />(209) 524-4774.
<br />www.justinwcopp.com
<br />DELLABARCA DESIGN & BUILD, INC
<br />GENERAL CONTRACTOR LICENSE 9799737
<br />3901 BRICKIT CT. TEL: 209.543.9676
<br />CERES, CA 95307 FAX: 209.543.9679
<br />REVISION HISTORY:
<br />No.
<br />DATE
<br />ISSUANCE
<br />1
<br />3/7/18
<br />REVISED PER PLAN CHECK
<br />USE DISCLAIMER:
<br />THE DESIGN DATA CONTAINED IN THIS DRAWING IS THE
<br />SOLE PROPERTY OF JUSTIN W. CAPP AND MAY NOT BE
<br />REPRODUCED OR USED WITHOUT WRITTEN PERMISSION.
<br />THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION
<br />UNTIL SEALED AND DATED. THE END USER IS
<br />RESPONSIBLE FOR COORDINATION OF FIELD CONDITIONS,
<br />DIMENSIONS, AND WORK NOT OTHERWISE SHOWN BY THIS
<br />DRAWING.
<br />ENGINEER'S SEAL:
<br />QRpFESS/p
<br />t
<br />xH W.
<br />c910
<br />o. 61393
<br />"
<br />. 6/30[19,
<br />9TF OF CALVE 3/7/18
<br />KEY PLAN:
<br />PROJECT NAME:
<br />YOSEMITE FOODS
<br />DRAWING TITLE:
<br />STRIPING NOTES &
<br />DETAILS
<br />CAD FILE NAME:
<br />16326-STRIPING.DWG
<br />DRAWING SCALE:
<br />AS NOTED
<br />JOB NUMBER:
<br />DRAWN: MI
<br />SHEET NUMBER:
<br />16326
<br />STO
<br />CHK'D: JC
<br />DATE: 1/23/18
<br />
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