COMPLETE REVISION
October 2011
Process Industry Practices
Civil
                  PIP CVI02350
    Roadway and Area Paving General Notes and
                 Typical Details
      PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES
               In an effort to minimize the cost of process industry facilities, this Practice has
      been prepared from the technical requirements in the existing standards of major
      industrial users, contractors, or standards organizations. By harmonizing these technical
      requirements into a single set of Practices, administrative, application, and engineering
      costs to both the purchaser and the manufacturer should be reduced. While this Practice
      is expected to incorporate the majority of requirements of most users, individual
      applications may involve requirements that will be appended to and take precedence
      over this Practice. Determinations concerning fitness for purpose and particular matters
      or application of the Practice to particular project or engineering situations should not
      be made solely on information contained in these materials. The use of trade names
      from time to time should not be viewed as an expression of preference but rather
      recognized as normal usage in the trade. Other brands having the same specifications
      are equally correct and may be substituted for those named. All Practices or guidelines
      are intended to be consistent with applicable laws and regulations including OSHA
      requirements. To the extent these Practices or guidelines should conflict with OSHA or
      other applicable laws or regulations, such laws or regulations must be followed.
      Consult an appropriate professional before applying or acting on any material
      contained in or suggested by the Practice.
      This Practice is subject to revision at any time.
      © Process Industry Practices (PIP), Construction Industry Institute, The University of
      Texas at Austin, 3925 West Braker Lane (R4500), Austin, Texas 78759. PIP Member
      Companies and Subscribers may copy this Practice for their internal use. Changes or
      modifications of any kind are not permitted within any PIP Practice without the express
      written authorization of PIP. Authorized Users may attach addenda or overlays to clearly
      indicate modifications or exceptions to specific sections of PIP Practices. Authorized
      Users may provide their clients, suppliers and contractors with copies of the Practice
      solely for Authorized Users’ purposes. These purposes include but are not limited to the
      procurement process (e.g., as attachments to requests for quotation/ purchase orders or
      requests for proposals/contracts) and preparation and issue of design engineering
      deliverables for use on a specific project by Authorized User’s client. PIP’s copyright
      notices must be clearly indicated and unequivocally incorporated in documents where an
      Authorized User desires to provide any third party with copies of the Practice.
PUBLISHING HISTORY
July 2006    Issued as CVI02000
October 2011 Complete Revision and Renumbering
Not printed with State funds
                                                                                       COMPLETE REVISION
                                                                                                  October 2011
    Process Industry Practices
    Civil
                         PIP CVI02350
           Roadway and Area Paving General Notes and
                        Typical Details
    Table of Contents
                                                                      CVI02350-13 - Area Paving Details -
    1. Introduction................................. 3                      Construction Joint
         1.1     Purpose ....................................... 3    CVI02350-14 - Area Paving Details -
         1.2     Scope .......................................... 3         Transition
                                                                      CVI02350-15 - Area Paving Details -
    2. References .................................. 3                      Free Edge
         2.1     Process Industry Practices ......... 3               CVI02350-16 - Area Paving Details -
         2.2     Industry Codes and Standards ... 3                         Free Edge with Curb
                                                                      CVI02350-17 - 19 Reserved
    3. Abbreviations.............................. 4                  CVI02350-20 - Miscellanous Details -
                                                                            Guardrail Assembly
    Drawings                                                          CVI02350-20M - Miscellanous Details -
                                                                            Guardrail Assembly (Metric)
         CVI02350-00 - General Notes                                  CVI02350-21 - Miscellanous Details -
         CVI02350 01 - Roadway Details -                                    Guardrail Details
               Contraction Joint                                      CVI02350-21M - Miscellanous Details -
         CVI02350-02 - Roadway Details -                                    Guardrail Details (Metric)
               Doweled Expansion Joint                                CVI02350-22 - Miscellanous Details -
         CVI02350-03 - Roadway Details -                                    Guard Posts
               Doweled Construction Joint                             CVI02350-23 - Miscellanous Details -
         CVI02350-04 - Roadway Details -                                    Headwall for One Culvert
               Doweled/Keyed Joint                                    CVI02350-23M - Miscellanous Details -
         CVI02350-05 - 09 Reserved                                          Headwall for One Culvert (Metric)
         CVI02350-10 - Area Paving Details -                          CVI02350-24 - Miscellanous Details -
               Expansion Joints                                             Headwall with Wings for One
         CVI02350-11 - Area Paving Details -                                Culverts
               Isolation Joint                                        CVI02350-24M - Miscellanous Details -
         CVI02350-12 - Area Paving Details -                                Headwall with Wings for One
               Saw Cut Contraction Joints                                   Culvert (Metric)
                                                                      CVI02350-25 - Miscellaneous Details -
                                                                            Headwall for Two Culverts
Process Industry Practices                                                                          Page 1 of 4
                                              COMPLETE REVISION
                                                      October 2011
     CVI02350-25M - Miscellaneous Details -
           Headwall for Two Culverts
           (Metric)
     CVI02350-26 - Miscellaneous Details -
           Headwall with Wings for Two
           Culverts
     CVI02350-26M - Miscellaneous Details -
           Headwall with Wings for Two
           Culverts (Metric)
Process Industry Practices                             Page 2 of 4
PIP CVI02350                                                                        COMPLETE REVISION
Roadway and Area Paving General Notes and Typical Details                                       October 2011
    1.       Introduction
             1.1     Purpose
                     This Practice provides typical details for construction of roadways and area paving
                     for use in conjunction with design drawings and project specifications.
             1.2     Scope
                     This Practice provides typical details for roadway paving, area paving, guard posts,
                     guard rails and headwalls. General notes are provided to supplement the requirements
                     shown on design drawings and project specifications. Area paving details are for
                     4- and 6-inch concrete paving intended for pedestrian and light vehicular traffic.
                     Abbreviations commonly used on design drawings are also listed in this Practice.
    2.       References
             Applicable parts of the following Practices shall be considered an integral part of this
             Practice. The edition in effect on the date of contract award shall be used, except as otherwise
             noted. Short titles are used herein where appropriate.
             2.1     Process Industry Practices (PIP)
                         – PIP CVS02100 - Site Preparation, Excavation, and Backfill Specification
                         – PIP CVS02350 - Roadway and Area Paving Construction Specification
                         – PIP STI03310 - Concrete Typical Details (STI03310 -00 General Notes)
                         – PIP STS03001 - Plain and Reinforced Concrete Specification
             2.2     Industry Codes and Standards
                         ASTM International (ASTM)
                         – ASTM A36/A36M - Standard Specification for Carbon Structural Steel
                         – ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-
                           Dipped, Zinc-Coated, Welded and Seamless
                         – ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on
                           Iron and Steel Hardware
                         – ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs,
                           60 000 PSI Tensile Strength
                         – ASTM A992/A992M - Standard Specification for Structural Steel Shapes
Process Industry Practices                                                                        Page 3 of 4
PIP CVI02350                                                                   COMPLETE REVISION
Roadway and Area Paving General Notes and Typical Details                                October 2011
3.      Abbreviations
AB = ANCHOR BOLT                   FTG = FOOTING                QTY = QUANTITY
B = BOTTOM                         GA = GAUGE OR GAGE           R = RADIUS
BC = BOLT CIRCLE                   GALV = GALVANIZED            RAD = RADIUS
BM = BENCH MARK                    HORIZ = HORIZONTAL           PCP = REINFORCED CONCRETE
                                                                PIPE
BO = BOTTOM OF                     HP = HIGH POINT              REF = REFERENCE
BOC = BOTTOM OF CONCRETE           HPFS = HIGH POINT FINISH     REINF = REINFORCING
                                   SURFACE
BOT = BOTTOM                       HW = HEADWALL                REQD = REQUIRED
C/C = CENTER TO CENTER             ID = INSIDE DIAMETER         ROW = RIGHT-OF-WAY
CB = CATCH BASIN                   IE = INVERT ELEVATION        RR = RAILROAD
CJ = CONTRACTION JOINT             INV = INVERT ELEVATION       SCH = SCHEDULE
CL = CENTERLINE                    L = LENGTH                   SIM = SIMILAR
CLR = CLEAR OR CLEARANCE           LF = LINEAR FEET             SPA = SPACE OR SPACES
CMP = CORRUGATED METAL PIPE        LG = LONG                    SPCD = SPACED
COL = COLUMN                       LOC = LOCATION               SPCG = SPACING
CONC = CONCRETE                    LP = LOW POINT               SPEC = SPECIFICATION
CONST = CONSTRUCTION               LPFS = LOW POINT FINISH      SQ = SQUARE
                                   SURFACE
CONT = CONTINUOUS                  MAX = MAXIMUM                STA = STATION
COORD = COORDINATE                 MES = MISCELLANEOUS          STD = STANDARD
                                   ELECTRICAL SUPPORT
CTRD = CENTERED                    MH = MANHOLE                 SUCT = SUCTION
DB = DRY BOX                       MIN = MINIMUM                SUPT = SUPPORT
DET = DETAIL                       MISC = MISCELLANEOUS         SYMM = SYMMETRICAL
DIA = DIAMETER                     MPS = MISC PIPE SUPPORT      UON = UNLESS OTHERWISE NOTED
DISCH = DISCHARGE                  MS = MISCELLANEOUS SUPPORT   T = TOP
DWG = DRAWING                      N = NUMBER                   THD = THREAD
DWL = DOWEL                        NF = NEAR FACE               THK = THICK
EA = EACH                          NO. = NUMBER                 TO. = TOP OF
EF = EACH FACE                     NS = NEAR SIDE               TOC = TOP OF CONCRETE
EJ = EXPANSION JOINT               NTD = NOTED                  TOG = TOP OF GROUT OR TOP OF
                                                                GROUND
EL = ELEVATION (HEIGHT)            NTS = NOT TO SCALE           TYP = TYPICAL
ELEV = ELEVATION VIEW              OC = ON CENTER               VERT = VERTICAL
EQ = EQUAL OR EQUALLY              OD = OUTSIDE DIAMETER        W/ = WITH
EW = EACH WAY                      OPNG = OPENING               W/O = WITHOUT
EXIST = EXISTING                   OPP = OPPOSITE               WP = WORK POINT
FDN = FOUNDATION                   P = PROJECTION               WWR = WELDED WIRE
                                                                REINFORCEMENT
FF = FAR FACE                      PC = POINT OF CURVATURE      @ = AT
FG = FINISH GRADE                  PI = POINT OF INTERSECTION   C     = CENTERLINE
FIN = FINISH                       PROJ = PROJECTION
                                                                    = DEGREE OF CURVATURE
FL = FLOW LINE                     PT = POINT OF TANGENCY
                                                                    = INFLECTION ANGLE
FS = FAR SIDE                      PVI = POINT OF VERTICAL       O = DIAMETER
                                   INTERSECTION
Process Industry Practices                                                                  Page 4 of 4