| Welcome to the Dig Alert
Information Center for Facility Services at Cal State University San
Marcos.
Please use the links to gain an understanding for all appropriate
policy and procedures for digging. On the left hand side of the
screen there is a link to the online Dig Alert Request Form.
Please send in your request at least 48 hours in advance to the date and
time of the dig.
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Marking of underground facilities and proposed
excavations is the key to damage prevention in the field. With both
parties, the excavator and the locator, marking in harmony will make
life simpler for both parties. I.e.: If an excavator does not properly
delineate his dig location the locator may not mark the entire area or
he may waste his time marking too much area. Or if the locator does not
properly mark his facilities the excavator may waste his time calling to
get the facility owner back out to re-mark their facilities.
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Electric |
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Gas-Oil-Steam |
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Communication and Cable TV |
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Water |
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Sewer |
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Reclaimed Water |
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Proposed Excavation |
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This guide provides for temporary uniform surface
markings of both planned excavations and of substructures in potential
conflict of planned excavations. White markings are used for
excavation delineation. Substructure markings are of a specific
color. Appropriate color and common abbreviations are listed
herein.
Note: Temporary markings should be clearly seen,
functional, and considerate to surface aesthetics and local community.
Also, check to see if any local ordinances apply.
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Avoid excessive or oversized marking, especially if
marking outside the excavation area. Conditions permitting, use spray
chalk paints, water based paints or equivalent less permanent type
marking. Limit length, height, and interval of marks to those
recommended. Letters and numbers should not exceed 3" to 6" in height.
When paint is not used, use appropriately colored
stakes, lath, pennants or chalk lines. Select marker types that are most
compatible to the purpose and marking surface. Adhere to paved area
marking suggestions to the extent practical.
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 | Excavators are reminded that pre-marking (delineation) of
excavations. |
 | Delineate the area to be excavated before calling Facility Services.
Delineated areas should be identified in white markings with the
requester's company name or logo within the pre-marked zones (see
examples). |
 | Failure to pre-mark when practical may jeopardize your permit, or
result in civil penalty. |
 | "If pre-marking is not practical, the excavator shall contact"
...Facility Services..." to advise the operators that the excavator
shall identify the area in another manner sufficient to enable the
operator to determine the exact area of the excavation to be field
marked." |
 | "Delineation must not be misleading, duplicative or misinterpreted
as traffic or pedestrian control." |
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Delineate the exact area of excavation through the use
of dots or dashes, or continuous solid line. Limit the size of
each dash to approximately 6" in length and 1" width with interval
spacing not less than approximately 4 feet. Dots of approximately
1" diameter are typically used to define arcs or radii and may be placed
at closer intervals in lieu of dashes. Limit width of lines to 1".
  
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Mark center line of planned excavation with 6" x 1"
arrows (approximately 4' apart) to show direction of excavation.
For boring or continuous operations where marked paving is not to be
removed, mark at critical points with maximum mark separations of
approximately 50". Mark lateral excavations with arrows showing
excavation direction from center line with marks at curb or property
line if crossed. Intermittently indicate excavation width on
either side of center line in 3" to 6" high figures. Dots may be
used for curves and closer interval marking.

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Marks in the appropriate color should be approximately
twelve (12) to eighteen (18) inches in length, spaced no more than fifty
(50) feet apart. The marks should be placed over the approximate center
of the facility.

As an alternate, or in addition to, marks can be placed
on either side of the facility to define the "Hand Dig Area". The "Hand
Dig Area" is defined as the width as the width of the facility itself
plus the tolerance zone of twenty-four (24) inches either side of the
facility.

Information as to the size and composition of the
facility should be marked at an appropriate frequency, if known.
Examples are: the number of ducts in a multi-duct structure, diameter of
a pipeline, and whether it is steel, plastic, bare cable, etc. If known,
a facility installed in a casing should be identified as such. Examples
are: 6" plastic in 12" steel = 6PE/12STL, fiber optic in 4" steel =
FO/4STL. Changes in direction and lateral connections should be clearly
indicated at the point where the change in directions or connection
occurs, with an arrow indicating the path of the facility. A radius
should be indicated with marks describing the arc.


Structures, such as vaults, that are physically larger
than obvious surface indications, should be marked so as to generally
define the parameters of the structure.

Termination points or dead ends should be indicated as
such.

If there is "no conflict" and the work area has been
pre-marked, no conflict should be marked along with company designator
within the delineated work area* or the excavator should be notified
verbally, or in writing (e.g. fax). If the work area is not delineated,
the excavator should likewise be notified verbally or in writing.
* Caution- Allow adequate space for all facility
mark-outs.
No conflict marking indicates that there are no
facilities within the scope of the delineation or within the work area
as described on the locate ticket.

Example of marking with an implied sixty (60) inch
"Hand Dig Area" (12" facility plus 24" to the right and 24" to the
left).

Example of marking with "Hand Dig Area" outlined.

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E=Electric |
G=Gas |
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SD=Storm Drain |
S=Sewer |
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SL=Street Lighting |
TEL=Telephone |
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TS=Traffic Signal |
TV=Television |
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W=Water/Reclaimed Water |
USA=Underground Service Alert |
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ABS=Acrylonitrile-butadiene-styrene |
P=Plastic(conduit or pipe) |
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ACP=Asbestos cement pipe |
PB=Pull box |
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CAP=Corrugated aluminum pipe |
PC=Plastic conduit |
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CIP=Cast iron pipe |
PE=Polyethylene |
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CMC=Cement mortar coated |
PL=Property line |
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CML=Cement mortar lined |
PVC=Polyvinyl chloride |
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CSP=Corrugated steel pipe |
R=Radius |
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CU=Cooper |
RCB=Reinforced concrete box |
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DIP=Ductile iron pipe |
RCP=Reinforced concrete pipe |
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DU=Duct |
SCCP=Steel cylinder concrete pipe |
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ELC=Electrolier lighting conduit |
STL=Steel |
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FC=Fiber conduit |
STRUC=Structure |
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GIP=Galvanized iron pipe |
T=Transmission facility |
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GSP=Galvanized steel pipe |
TR=Transite(asbestos cement pipe) |
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IP=Iron pipe |
Trans=Transition |
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MCD=Multiple concrete duct |
TSC=Traffic signal conduit |
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MH=Manhole |
VCP=Vertrified clay pipe |
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MTD=Multiple tile duct |
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