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RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
D N MAN AL
August 2018
T his manual provides guidance for the development of construction drawings for District projects or for
project<> that are designed to be transferred to the District for operation and maintenance
RECOMMENDED FOR APPROVAL BY
Claudio M. Padres
Chief, Design & Construction
August 2018
DRAFTING MANUAL
RIVERSIDE COUNTY FLOOD CONTROL
AND WATER CONSERVATION DISTRICT
T his manual provides guidance for the development of construction drawings for District projects or for
projects that are designed to be transferred to the District for operation and maintenance
DRAFTING MANUAL
July 2018 Page | i
TABLE OF CONTENTS
I. INTRODUCTION .............................................................................................................. 1
II. DRAFTING INSTRUCTIONS FOR CONSTRUCTION DRAWINGS ........................... 1
A. General Information ...................................................................................................... 1
B. Title Sheet .................................................................................................................... 8
C. Plan and Profile Sheets ................................................................................................. 9
D. Survey Control Sheet .................................................................................................. 14
E. Basin Grading Sheets ................................................................................................. 15
F. Connector Pipe Profile Sheets ................................................................................... 15
G. Detail Drawings ......................................................................................................... 16
H. Paving Sheet ............................................................................................................... 21
I. Maintenance Plan Sheet ............................................................................................. 21
J. Traffic Control / Detour Sheet ................................................................................... 22
III. MICROSTATION-SPECIFIC DRAFTING INSTRUCTIONS / RESOURCES............. 23
A. Border Sheet................................................................................................................ 23
B. Cell Library ................................................................................................................. 23
C. Leveling Guide............................................................................................................ 24
D. Font Library ................................................................................................................ 24
E. Plotter Drivers and Pen Tables ................................................................................... 26
F. Resource File Locations .............................................................................................. 27
G. GIS Drafting Instructions ............................................................................................ 29
FIGURE 1: LINE WEIGHTS AND THICKNESSES ................................................................................................................. 4
FIGURE 2: LINE STYLES .................................................................................................................................................. 5 FIGURE 3: LETTER ORIENTATION DIAGRAM ................................................................................................................... 6
FIGURE 4: TYPICAL CROSS SECTION LOCATION CALLOUT ........................................................................................... 14 FIGURE 5: DETAIL CALLOUT, DIFFERENT SHEET .......................................................................................................... 17
FIGURE 6: CELL LIBRARY REFERENCE ......................................................................................................................... 23
FIGURE 7: CUSTOM CHARACTERS ................................................................................................................................ 25
FIGURE 8: PLACEMENT OF MICROSTATION RESOURCE FILES ...................................................................................... 28
DRAFTING MANUAL
July 2018 Page | ii
List of Appendices
Appendix A Sample Drawings
30% Phase
A-1 Title Sheet Example
Plan and Profile for a Channel Example
Plan and Profile for a Pipe Example
A-2 Survey Control Sheet Example
A-3 Basin Grading Sheet Example
A-4 Connector Pipe Profiles Sheet Example
60% Phase
A-5 Details Sheet Example
A-6 Paving Sheet Example
A-7 Traffic Control & Detour Plan Sheet Examples
A-8 Maintenance Plan Sheet Example
90% Phase
Finished Set of Plans
Appendix B Border Sheet Example
Appendix C Cells
Appendix D Leveling Guide
Appendix E Sample GIS CAD Sheet Example
DRAFTING MANUAL
July 2018 Page | iii
Digital Resources / Attachments (Download)
MicroStation AutoCad
Attachment 1 District Border Sheet RCFCD Border.dgn RCFCD Border.dwg
Attachment 2 MicroStation Cell Libraries RCFCD Cells.cel RCFCD Cells.dxf
Attachment 3 MicroStation Plotting Resources RCFCD Laser.pltcfg
RCFCD PDF
Maker.pltcfg
RCFCD Plotter.pltcfg
RCFCD Laser.tbl
RCFCD PDF Maker.tbl
RCFCD Plotter.tbl
hptlegal.pro
hptleter.pro
hpttabl1.pro
pscript.pro
Attachment 4 MicroStation Font File newfront_01.rsc
rcfcls~1.rsc
Attachment 5 Inroads Preferences RCFCD Std
Preferences.xin
RCFCD Std Templates.itl
Attachment 6 MicroStation Seed File RCFCD 3d_83 Seed.dgn RCFCD 3d_83
Seed.dwg
Attachment 7 Sample GIS CAD File
(samp_gis.dgn)
GIS Cad.dgn GIS Cad.dwg
DRAFTING MANUAL
July 2018 Page | 1
I. INTRODUCTION
The purpose of this manual is to establish drafting standards to be used in the preparation
of all District drawings and to enable new employees and consultants to become familiar
with them. Because Computer Aided Drafting (CAD) is used extensively by the District
and private consultants, there are multiple CAD related references throughout this
document (e.g., leveling guides) and several CAD related resource files are available as
an accompaniment to the manual. The District uses MicroStation exclusively to prepare
its drawings and the included resource files are MicroStation based. Some have been
converted to AutoCad format where feasible. However, this manual is primarily intended
to help users standardize the appearance of District plans and is not intended as a
MicroStation specific manual nor as a comprehensive CAD manual. The rapid nature of
CAD software development renders all CAD related references and standards somewhat
"provisional". This is especially true for the affiliated CAD-based resources.
This manual should be considered a living document that will be revised/updated as
needed. All users of this manual and/or its attachments should contact the District
to verify that they possess the most current version.
Users may access the latest version of this document at
http://rcflood.org/PublicationsRecords.aspx or by contacting the District at
951.955.1200.
It should also be noted that at times the District will prepare a drawing in conjunction
with another government agency on a joint project. Before using this manual, the
engineer/draftsman must first verify which government agency's drafting standards are to
be utilized for that specific project.
II. DRAFTING INSTRUCTIONS FOR CONSTRUCTION DRAWINGS
A. GENERAL INFORMATION
Construction drawings are prepared to delineate the construction work to be
completed in the field. Generally, the complexity of the drawings is determined
by the complexity of the engineering design. This section includes general
information that is applicable across all District construction drawings.
1. SHEET SIZE
Permanent construction drawings are to be on sheets having the overall
dimensions as shown on Appendix B. Users will note that the District's
DRAFTING MANUAL
July 2018 Page | 2
standard sheet size (21.7 by 34.9 inches) is somewhat smaller than the
industry standard 24 by 36 inches. This is to accommodate the District's
need to publish half scale copies of the drawings on 11- by 17-inch cut
sheet paper. Unless otherwise specified, the final construction drawings
shall be printed on mylar having a standard thickness of 0.004 inches (4
mil), and the District shall be provided a copy of the digital CAD files.
2. FORMAT
Beginning in October 2016, the District maintains all record drawings in
PDF format, and also copies on mylar sheets. In most cases, signatures on
plans will be applied electronically to the source file such that the PDF
becomes the record drawing. The procedure for obtaining, authorizing,
and applying electronic signatures is outlined in the District's internal
document titled "Digital Plan Creation and Revision Workflow". Contact
the project or plan check engineer for instructions on applying electronic
signatures to the project drawings. Mylars are then printed from these
PDFs and stored in the District vault for reference.
3. CONTENT
The drawings shall be brief, concise, and provide only essential
information required to delineate the scope of work and the information
required for construction. Unnecessary lines, dimensions, symbols, and
abbreviations shall be omitted. The notes on the drawings must also be
brief, and designers are reminded that typewritten specifications will
usually supplement the drawings, therefore, in lieu of involved notes on
the drawing, the designer should utilize the specifications for lengthy
construction information wherever possible.
Each drawing or detail should be drafted in a manner to have a clear
focus subject. Unrelated elements should either not be displayed, or if
important to show for context, they should be shown as 'background
information' by an appropriate combination of line weights, styles, or
greyscales. For example, on plan and profile sheets the underground
utilities are important information, but are shown at a lighter line weight
than the storm drain. Curbs and gutters are also important, but are
typically shown in greyscale so as to not interfere with interpretation of
more critical elements of the storm drain construction. In contrast, curbs
and gutters are shown in black, thicker lines on a paving sheet because
they are more important than storm drain details.
DRAFTING MANUAL
July 2018 Page | 3
4. SEQUENCE AND TIMING OF DEVELOPMENT
The order of presentation of information in a set of construction drawings
is to be uniform for all projects. The general sequence of sheets is as
follows:
SEQUENCE IN PLAN SET PHASE COMPLETE BY
1. Title Sheet 30%
2. Plan and Profile Sheets 30%
3. Survey Control Sheet 30%
4. Basin Grading Sheets 30%
5. Connector Pipe Profile Sheets 60%
6. Miscellaneous Details Sheets 60%
7. Utility Relocation Plan & Profile
Sheets
60%
8. Paving Sheets 60%
9. Structural/Reinforcing Details 90%
10. Maintenance Plan 90%
11. Traffic Control Plan Sheets 90%
Notes: Developer projects will be submitted at 100% unless directed
otherwise by the Plan Check Section. Not every set of construction
drawings will contain all of the above individual types of sheets. The
'phase complete by' column is for District-commissioned projects and
indicates the design phase by which certain sections of the plans are
expected to be complete. For example: Structural/Reinforcing Details are
expected to be complete as part of the 90% phase drawings. Developers
shall coordinate with the District's Plan Check Engineer for phase
complete by schedule.
5. SCALES
The scales being utilized for various items throughout the drawings must
be clearly presented and consistent among sheets. The scales should be
labeled and placed directly below the title of the item to which they apply.
A 50% reduction of the drawings is frequently utilized to facilitate
handling during and after plan preparation. Therefore, to be meaningful in
both the full size and the reduced size drawings, the scale must be
presented in a bar scale fashion and, where possible, should be a
standard engineering scale when multiplied by 2 to facilitate the 50%
reduction. Most items on the drawings should be drawn and
presented "to scale". Exaggerated vertical scales are acceptable, but
DRAFTING MANUAL
July 2018 Page | 4
presenting items as "not to scale" should be avoided where possible.
Standard scales are as follows:
ITEM SCALE (ON FULL-SIZE SHEET)
1. Vicinity Map As needed
2. Index Map Generally 1" = 400' to 1" = 800'
3. Plan View of Mainline
and Laterals
Large Open Channel, Levees: 1" = 50'
(this translates to about 800 linear feet
per sheet)
Underground System and Small Open
Channels: 1" = 20' (or about 400 linear
feet per sheet)
4. Profile View of
Mainline and Laterals
Horizontal: Same as plan view
Vertical: 1" = 5'
5. Typical Cross Sections Horizontal and Vertical: 1" = 10'
6. Basin Grading Sheets As needed
7. Connector Pipe Profiles Horizontal and Vertical: 1" = 5'
8. Details As needed
6. LINEWORK
Proper variation in width of lines, line style, and greyscales will facilitate
reading of the drawings. Important features shall be emphasized using
lines heavy and dark enough to distinguish these items from relatively
non-important features. Figure 1 and Figure 2 depict the five
MicroStation specific line weights and six line styles commonly used on
District construction drawings.
FIGURE 1: LINE WEIGHTS AND THICKNESSES
DRAFTING MANUAL
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FIGURE 2: LINE STYLES
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7. TEXT AND SYMBOLS
In general, most permanent construction drawing lettering is intended to
mimic the style of "Leroy" mechanical lettering (61 0300-XXXX
guides/templates). All lettering shall be vertical and upper case with sizes
to be used as indicated on the sample drawings included in this manual.
The direction to be used for lettering should be determined from the
lettering diagram below (Figure 3).
For a list of abbreviations acceptable for use on District drawings, see
District Standard Drawing M814.
The use of symbols greatly simplifies the visual presentation of existing
facilities or proposed construction but only if the symbols are clearly and
readily identified. For a list of symbols acceptable for use on District
drawings, see District Standard Drawing M814. The symbols should be
sized to be clear when reduced 50%.
FIGURE 3: LETTER ORIENTATION DIAGRAM
DRAFTING MANUAL
July 2018 Page | 7
8. CONSTRUCTION NOTES
Construction notes shall be used to clarify how elements of the project
should be constructed. They must be thoughtfully implemented to serve
as a "bridge" between the Construction Drawings, Standard Drawings,
Quantities, and Detailed Specifications. Below is guidance on how
construction notes should be used on District Construction Drawings:
Note numbers should be consistent across sheets. This means that if
an item is to be constructed multiple times on a project, the
construction note and number should be identical each time that item
occurs. For example, if Construction Note 7 on Sheet 2 is
'CONSTRUCT MANHOLE NO. 4 PER RCFC STANDARD MH254',
then a Manhole No. 4 on Sheet 4 should also be assigned Construction
Note 7 with the same wording.
Construction notes should avoid instance-specific dimensions. For
example, if the above example Construction Note 7 were to read
'CONSTRUCT MANHOLE NO. 4 PER RCFC STANDARD MH254
WITH D1=84" AND D2=96"', then the next instance of a Manhole
No. 4 would be a different construction note to reflect the different
sizes for that manhole. By instead wording the construction note more
generally, such as 'CONSTRUCT MANHOLE NO. 4 PER RCFC
STANDARD MH254', then Construction Note 7 can be easily
repeated for each Manhole No. 4 on each sheet. The designer should
make sure that the necessary dimensions (per the Standard Drawings)
are clearly labeled on the drawings rather than included in the
construction note. A key exception to this guidance is for storm drain
pipe/box. The District will typically have separate construction notes
for different sizes of storm drain.
Each construction note should refer to a single element of
construction. For example, the example Construction Note 7 above
only addresses the construction of Manhole No. 4. Avoid grouping
multiple items, such as 'CONSTRUCT MANHOLE, CONNECTOR
PIPE, AND CATCH BASIN' into a single note.
Notes should use same wording as the specifications and estimates.
For example, if the specifications include an item for 'Warped
Wingwall Transition Structure', then the construction note should
incorporate the exact same wording (for example, 'CONSTRUCT
WARPED WINGWALL TRANSITION STRUCTURE PER
CALTRANS STANDARD D86A').
DRAFTING MANUAL
July 2018 Page | 8
B. TITLE SHEET
The title sheet is the first sheet of a set of drawings and thus serves to introduce
the project to the reader. Sample title sheets for District and developer projects
are included in Appendix A-1 of this manual and it should be referred to during
the following discussion. The title sheet shall, at minimum, contain the seven
following items:
1. District Title: "RIVERSIDE COUNTY FLOOD CONTROL AND
WATER CONSERVATION DISTRICT"
2. Border Sheet: See Digital Resources, Attachment 2, including Project
Name, Number, and Stage
3. Vicinity Map
4. Index Map
5. General Notes: See Digital Resources, Attachment 2
6. Sheet Index
7. Permanent Benchmark and Survey Datums
The vicinity map and index map are to be located on the left-hand portion of the
title sheet. Both the vicinity map and index map shall be oriented with their north
arrows pointing to the top of the title sheet whenever possible. The purpose of the
vicinity map is to relate the specific construction area to pronounced landmarks
that are more easily found on a typical State of California road map. The purpose
of the index map is to provide:
All pertinent street name information.
The alignment of the new District facility showing project limits.
The alignment of existing storm drain facilities which are affected by the new
construction.
The plan and profile sheet limits and number.
All District projects follow specific requirements for the Project Name, Project
Number, Stage, P8 Number, and Drawing Number. Please contact the District
to obtain the proper information for these fields.
Coordinates must be based on the same coordinate system (State Plane Zone 6) as
the survey control points and benchmarks used for the project. Local coordinate
systems are not allowed, unless approved by the project engineer. The horizontal
and vertical datum of an existing facility shall be used for all subsequent future
projects connecting to the existing facility.
DRAFTING MANUAL
July 2018 Page | 9
A list of general notes shall be included in the central portion of the title sheet.
All general notes as implied by their name should be applicable to the drawings as
a whole. Construction notes of a specific application should not be placed on the
title sheet but be placed on the sheet where the construction is shown. District
Standard General Notes are included in Digital Resources, Attachment 2, and
may be supplemented with additional project-specific General Notes as needed.
A separate list of Developer's General Notes shall be included on the title sheet
for all developer projects. District Standard Developer General Notes are also
included in Digital Resources, Attachment 2.
The sheet index (essentially a "Table of Contents" for the drawing set) is to be
located along the top right-hand side of the title sheet and shall follow the
sequence in plan set as described in Section II.A.4 above. Include within the
index a complete list of Standard Drawings necessary for the construction of the
project. District Standard Drawings shall be listed in the order found by visiting
the Design tab on the District's website:
http://www.rcflood.org/DistrictDocuments.aspx.
C. PLAN AND PROFILE SHEETS
The plan and profile sheets delineate the majority of construction information for
both the mainline and named laterals1. Uniformity in presentation is essential for
clarity and the resulting consistency of interpretation among readers. Samples of
plan and profile sheets for both underground storm drain and open channel
construction have been included in Appendix A-1 in this manual and should be
referred to during the following discussion. The plan and profile sheets must at
minimum contain these basic items as follows:
Border Sheet including local benchmark data, City or other government
approval blocks and the Underground Service Alert telephone number (see
CAD file in Attachment 1)
Plan view of mainline / laterals
Profile view associated with the plan view mainline / laterals
Typical cross section(s)
Size and location of catch basin / inlets (planimetrics only)
1 The mainline is the main storm drain that the project is constructing; 'named laterals' refers to significant laterals (or portions thereof)
which are identified and named in the applicable Master Drainage Plan. Smaller pipes connecting to inlets / catch basins are referred to in
this manual as 'connector pipes', and drafting of such are discussed in Section II.F of this manual.
DRAFTING MANUAL
July 2018 Page | 10
Plan view alignment for connector pipes (see also Section II.F)
Construction notes for the above items
The following items may (optionally) also be included on the plan and profile
sheets if there is sufficient space.
Plan Details (see also Section II.G)
Connector Pipe Profiles (only when plan view is on same sheet, see also
Section II.F)
Drafting requirements include levels, line weights, line styles, and font types and
sizes and are shown on the example drawings provided in Appendix A-1. Every
plan and profile sheet must also have a signature block for the local jurisdiction
(City/County) represented within that sheet.
Unless the information is not available, each plan and profile sheet shall have,
within the border sheet, a description of a benchmark used as the basis for design.
On those sheets not having a benchmark, a note referring to the nearest sheet
having a benchmark shall be included within the space normally occupied by the
benchmark data.
1. PLAN VIEW
The plan view portion of the plan and profile sheets (whether delineating
an underground storm drain or an open channel) will have several drafting
characteristics to be uniform on all District drawings:
All stationing shall increase from left to right across the sheet in the
upstream direction.
Matchlines denoting individual sheet and station limits shall be
included on the plan view of each sheet. Do not split plan and profile
sheets within street intersections.
The stationing at the intersection of the mainline centerline and all
MDP named laterals shall be labeled on the plan view. Provide a
station equation if the lateral is independently stationed from the
mainline.
DRAFTING MANUAL
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Horizontal ties for survey control of the open channel or underground
storm drain alignment must be included on the plan view portion of each
plan and profile sheet. The method of displaying horizontal tie data will
depend on the information available for each particular project.
Where control point data is not available, the following is generally true:
Open Channels: Display bearings on the channel centerline alignment
and on all street centerlines crossing the channel. Station all street
centerlines crossing the channel alignment, and identify the respective
channel stations where the channel crosses a street centerline. Provide
offsets from street centerline and/or property lines as applicable.
Underground Storm Drains: Display ties from the street centerline to
the storm drain alignment. Station all street centerlines crossing the
storm drain alignment, and identify the respective storm drain and
street stations where the storm drain crosses a street centerline.
Display bearings on the centerline alignments.
Where control point data is available, the following is generally true for
either open channel or underground storm drains:
Tie all points of intersection and angle points to the adjacent control
points. Station at least one control point on each plan and profile sheet
based on a perpendicular offset from the storm drain centerline. Also,
as in the case where control point is not available, display bearings on
the channel centerline alignment.
The centerline curve data for all curves in the alignment of an open
channel or underground storm drain shall be displayed near the
appropriate curve in a table format. The data to be listed is indicated
on the sample drawings of the plan and profile sheets.
2. PROFILE VIEW
The profile view portion of the plan and profile sheets (whether
delineating an underground storm drain or an open channel) will have
several drafting characteristics to be uniform on all District drawings.
All profiles of the storm drain / channel shall slope upstream from left
to right across the sheet.
As closely as possible, the profile stationing shall be vertically aligned
with the plan stationing.
DRAFTING MANUAL
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Underground storm drain conduit:
Show both the invert and roof / soffit of the conduit (including the
thickness of both), as well as the existing ground (and proposed /
future grade, if applicable) along the centerline.
Open channels:
Show the invert (including the thickness), the existing ground
along the centerline, as well as profiles along the top of channel on
each side, and profiles of existing ground at the nearest adjacent
property / easement lines.
Show in the profile view all underground utilities crossing the
alignment, as well as inlets into the storm drain / channel.
Utilities shall be plotted at the station where their centerlines cross
the storm drain or channel centerline, shown at their estimated or
known elevation, and shown to scale (with vertical exaggeration).
Inlets to the storm drain or channel shall be plotted where their
centerlines intersect the sidewall of the structure, and shall be
shown to scale (with vertical exaggeration). See Appendix A-1
for example.
Matchlines denoting individual sheet and station limits shall be
included on the profile view of each sheet. These matchlines must be
at the same station as used in the plan view. As mentioned above, do
not split plan and profile sheets within street intersections.
The water surface or HGL and supporting hydraulic data, including the
design flow rate (Q) and velocity (V), shall be shown on the profile
view of each sheet. The water surface on an open channel presentation
shall be shown for the entire length of profile while the HGL on an
underground storm drain presentation shall be shown for a short reach
on each end and at any critical change throughout the profile view.
The following note shall be included on the profile view of every sheet
on District construction projects: "NOTE: CONTRACTOR SHALL
PROTECT IN PLACE ALL UTILITIES UNLESS OTHERWISE
NOTED."
Identify the agency2 that will be responsible to maintain the storm
drain / channel.
2 The District may be willing to accept ownership and maintenance of storm drains / channels constructed by others, if built per District
standards and the design and construction was plan checked / inspected by the District pursuant to an executed Cooperative Agreement.
Contact the District for more information before identifying the District as the maintenance entity.
DRAFTING MANUAL
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All profiles of adjacent sewer mainlines and manholes shall be shown
and labeled. See Appendix A-1 for example.
3. CROSS SECTION VIEW
At least one typical cross section, located on the right-hand portion of the
plan view, shall be included on every sheet. This cross section must be
plotted looking downstream and shall be representative of the majority of
plan and profile included on the same sheet. Call out the cross section in
the plan view to specify the reach that it represents and indicate where the
typical cross section is taken as shown in Figure 4 below.
DRAFTING MANUAL
July 2018 Page | 14
See Appendix A-1 for an example of cross section view. At minimum,
show and label:
The storm drain / channel with access roads, including any paving /
rock / concrete thickness
Adjacent utilities with offset dimensions to critical utilities that may
require special protection
Labels of key street features (EP, C&G, centerline, etc.)
Offsets of storm drain / channel to street centerline
D. SURVEY CONTROL SHEET
The survey control sheet provides all information necessary for survey staking of
the basin grading plan. A sample survey control sheet is included in Appendix
A-2 of this manual and it should be referred to during the following discussion.
The survey control sheet shall, at minimum, contain the following items:
Basin survey control table (can be on a second sheet if needed)
Basin plan view showing key structures that affect the grading plan (i.e.,
retaining walls, wingwalls, etc.)
Survey points, identifying coordinates3, and elevation (where appropriate) of
key grading elements (top / toe of slope, flow lines, etc.)
3 Coordinates must be based on the same coordinate system (State Plane Zone 6) as the survey control points and benchmarks used for the
project. Local coordinate systems are typically not allowed.
FIGURE 4: TYPICAL CROSS SECTION LOCATION CALLOUT
DRAFTING MANUAL
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Daylight limits of grading
Access roads and alignments
R/W, P/L, TCE, including offsets / ties to design elements
E. BASIN GRADING SHEETS
The basin grading sheets include both plan view and sections sufficient to provide
construction information for grading. Sample basin grading sheets are included in
Appendix A-3 of this manual and should be referred to during the following
discussion. The basin grading sheets shall, at minimum, contain the following
items:
Basin plan view
Section views
Slopes and dimensions
Major and minor contours of existing ground
Construction notes
Paylines diagram
The following items may also be included on the basin grading sheet.
Proposed contours
Details (see also Section II.G)
F. CONNECTOR PIPE PROFILE SHEETS
The connector pipe profile sheets illustrate the vertical information for connector
pipes and catch basins. A sample connector pipe profile sheet is included in
Appendix A-4 of this manual and it should be referred to during the following
discussion. The connector pipe profile sheet shall, at minimum contain the
following items.
Profile view of connector pipe with stations and elevations of key points.
Profile MUST be oriented looking downstream along the mainline that the
connector ties into
Key elevations and dimensions of structures per the Standard Drawings (i.e.,
Elev. 'S', Elev. 'R', Dimension 'C' for Junctions / Manholes, and Depth 'H' or
'V' for Catch Basins, etc.)
Utilities crossing the connector pipe and crossing or adjacent to the catch
basin
DRAFTING MANUAL
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Construction notes
Street Center Line, EP, R/W
The following note shall be included on every Connector Pipe Profile Sheet:
"NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
UTILITIES UNLESS OTHERWISE NOTED."
Signature block for the public agency that will maintain the connector pipe /
catch basin
Every connector pipe shall have a unique, project-specific name, such as CP-1,
CP-2, etc. This name should be added to the plan view and clearly labeled on the
profile view. Refer to Sheet 4 for example of the reference labeling.
G. DETAIL DRAWINGS
An enlargement or other type of detailed drawing is appropriate wherever
proposed construction information or delineation of existing facilities cannot be
clearly indicated on the plan and profile sheets. A partial list of typical detailed
drawings includes the following:
Enlargement details
Grading details
Sections and elevations of structures / custom inlets / outlets
R/W details
A sample structural detail sheet has been included in Appendix A-5 of this
manual and should be used as a guide for preparation of detail sheets. If space is
available, the detailed drawing may be included on the originating plan and
profile sheet. Otherwise, separate detail sheets shall be created and located after
the plan and profile sheets as described in Section II.A.4 of this manual. Signature
block(s) for the public agency(ies) that will own / maintain the items being
detailed
In order to readily locate any type of detail or section, the following method of
reference and cross-reference will be used. If the detail or section is located on
the originating sheet, refer to Sheet 1 and Sheet 3. If the detail is located on a
different sheet, refer to Sheet 2 and Sheet 3.
DRAFTING MANUAL
July 2018 Page | 17
FIGURE 5: DETAIL CALLOUT, DIFFERENT SHEET
ENTAIL,
DIFFERENT SHEET
FIGURE 1: CROSS SECTION SHEET REFERENCE
1
1.5
1
1.5
DETAIL DETAIL
3'
C
VARIES VARIES
L
15'
COMPACTED FILL
NO STEEPER THAN 2:1
S 2%
EX GROUNDETW
12" BENCH
6' CHAIN LINK FENCE
12" BENCH
6' CHAIN LINK FENCE
R/W R/W
ACCESS ROADS SHALL BE 2"
1.5'
VARIES
(SEE STD DWG M801)
HIGHER THAN THE CONC LINING
MIN
(SEE STD DWG M801)
STA 204+88.27 - STA 239+25.09
D=6'-7'
CO
NCRETE
BOTTOM OF CHANNEL
1
1
12'-0" MIN
#4 @18" EW
16 GA GALV SCREEN
DIE FORMED ‚" MESH
FILTER FABRIC
MATERIAL WRAPPED IN
ONE CU FT OF FILTER
2•" DIA FORMED OPENING
6"
18"
d
=
SC
OU
R
DE
PT
H
#4 @ 18" OC
3" CLASS 2 AGGREGATE BASE
CLASS "B" CONCRETE
10"
10"3 @ 18" OC
EW
JOINT
CONSTRUCTION
encircling area to be enlarged
Diameter as required
1
2
1 2
Detail on Same Sheet as Originating Drawing
1
TYPICAL SECTION
B=18'
6"
NO STEEPER THAN 1.5H:1V
0 2' 2'
12"
12"
12"
12"3" CLR TYP
6"
CLASS "A
"
6"
24"
2'
#4 @ 18" OC
Where indicates Detail 1 can be found on the same sheet.
#
6- #4 BARS
TO R/W MAINTENANCE ZONE
ROUTINE
Sheet 1
REFERENCE
SHEET
#DETAIL
0 1' 1'0 1' 1'
6"
DRAFTING MANUAL
July 2018 Page | 18
Detail on Sheet Other than Originating Drawing
NTS
CO
NCRETE
BOTTOM OF CHANNEL
TO R/W
ROUTINE
1
1
NO STEEPER THAN 1.5:1
MAINTENANCE ZONE
d,
SC
OU
R
DE
PT
H
12'-0" MIN
#4 @18" EW
16 GA GALV SCREEN
DIE FORMED ‚" MESH
FILTER FABRIC
MATERIAL WRAPPED IN
ONE CU FT OF FILTER
2•" DIA FORMED OPENING
#4 @ 18" X7" 7"
18"
6 # 4 BARS
1
SHEET 7
SHEET 18
TYPICAL SECTION
18
DETAIL
SHEET REFERENCE
1
18Where indicates Detail 1 from Sheet 7 is found on Sheet 18 and
indicates that Detail 1 on Sheet 18 was referenced from Sheet 7.
7
1DETAIL
7
1DETAIL
Sheet 2
0 1' 1'
#
6"
CLASS "A
"
12"
12"
2'
12"
3" CLR TYP
DRAFTING MANUAL
July 2018 Page | 19
SECTION CUT LINE
Cross-section Sheet Reference
12" NOTCH TYPE WEIR
12" NOTCH TYPE WEIR
8" CONC. SLAB BASE
-
1
A
A
-
CONCRETE FOREBAY DETAIL
SECTION
SECTION ID
18Where indicates Section A from Sheet 7 is found on Sheet 18 and
7
REFERENCE
SHEET
@ 12" O.C.
A
ASECTION
SHEET REFERENCE
indicates that Section A on Sheet 18 was referenced from Sheet 7.
SECTION ID
Where indicates Section A can be found on the same sheet.A
Sheet 3
5' 5'0
0 2' 2'
-
12"
10'
12"
8"
9'
18'
10'
12"8"
8
8
9
624.00
624.05
DRAFTING MANUAL
July 2018 Page | 20
8TE
XT.97 F/L
844.72
N.RIM 8
45.64 F/
L
846.3
0 T/
C
845
S
AS
PH.
CONC.
Connector Pipe Sheet Reference
CP-04
CL IV
S=0.67
67
H=6'
40
17
EL
EV
S=
834.3
9
11
2O.15'-18" RCP CL IV S=0.0701
8.00'-
18" R
CP
TRANSPORTATION DEPARTMENT
MAINTAINED BY RIVERSIDE COUNTY
É 29TH STREET
G2
É 78" STORM DRAIN
ST
A 10
+03.2
5
ST
A 10
+23.3
5
STA 10+00
11
É
14'
CB
G
4
-
ST
A 10
+30.0
0
CP-04
Where indicates Connector pipe CP-04 is found on Sheet 4.
Where indicates Connector pipe CP-04 from and on the same sheet.
-
CP-04
CP-04
4
EL
EV
84
0.3
0
EL
EV
835.8
0
0 2' 2'
CONNECTOR PIPE
SHEET REFERENCE
SHEET REFERENCE
CONNECTOR PIPPE ID
CONNECTOR PIPE ID
Sheet 4
DRAFTING MANUAL
July 2018 Page | 21
H. PAVING SHEET
A sample paving sheet is included in Appendix A-6 of this manual and should be
referred to during the following discussion. The paving sheet shall, at minimum,
contain the following items:
Plan view clearly identifying the extents of paving, with dimensions or
stationing to identify the limits as needed
Plan view should use shading / hatch patterns to differentiate the horizontal
limits of different paving sections
Typical paving sections for each type of paving
Legend of patterns
Construction notes
Signature block for the public agency responsible for maintaining the street, if
applicable
I. MAINTENANCE PLAN SHEET
The maintenance plan sheet is not required for all projects, but should be used
where necessary to identify instructions and/or limitations on maintenance
sensitive areas. For example, a project that incorporates water quality features
may have special instructions on how to maintain those features; conversely,
regulatory permits may dictate areas that are "no maintenance" zones. In either
case, the maintenance plan sheet(s) will communicate to responsible agency the
necessary maintenance requirements.
A sample maintenance plan sheet is included in Appendix A-8 of this manual and
should be referred to during the following discussion. The maintenance plan
sheet shall, at minimum, contain the following items:
Plan view of post-construction conditions with sufficient detail to be able to
readily identify maintenance locations and limits
Clear identification of Zero Maintenance or Limited Maintenance areas
Clear identification of features that require specific maintenance
Notes for any special instructions
Legend of patterns / symbols
R/W, P/L, TCE, fence
Signature block for the agency responsible for maintenance of the
environmentally sensitive area, if other than the District
DRAFTING MANUAL
July 2018 Page | 22
J. TRAFFIC CONTROL / DETOUR SHEET
Two sample traffic control / detour sheets are included in Appendix A-7 of this
manual and should be referred to during the following discussion. The traffic
control / detour sheet shall, at minimum, comply with the current California
Manual for Uniform Traffic Control Devices (CA MUTCD) or approved
alternative. Traffic control / detour sheets are required for all District-led projects
that will impact traffic flow. These sheets are optional if the project will be
constructed by others. The following items should be addressed on the plans:
Traffic Control Sheet(s): The traffic control sheet(s) identify how traffic will
be routed in the immediate vicinity of the work area, particularly for partial
road closures. The number of sheets needed will depend on the complexity of
the construction impacts, and should clearly identify:
The lanes and direction of travel that are to remain open;
Cones or other barricades and their locations;
Traffic control signage and locations;
Standard notes (see Attachment 2);
Additional notes as needed;
Legend of symbols; and
Signature block for public agency responsible for maintaining the street, if
applicable.
Detour Sheet(s): Detour sheets are used where the local agency has approved
a temporary road closure. The number of sheets needed will depend on the
complexity of the closures, but should at minimum include:
Plan view of the closure and all adjacent potentially affected streets;
Clearly identified detour route;
Signage that will be deployed to facilitate the detour;
Location of barricades, considering local resident / business access; and
Signature block for public agency responsible for maintaining the street, if
applicable.
All traffic control / detour sheets shall have their own sheet numbering
starting with TC1 of TCXX, TC2 of TCXX, and so on.
DRAFTING MANUAL
July 2018 Page | 23
III. MICROSTATION-SPECIFIC DRAFTING INSTRUCTIONS /
RESOURCES
In general, all title sheets, connector pipe profile sheets, structural detail sheets, basin
detail sheets, paving and earthwork sheets, and traffic plan detail drawings shall conform
to the samples included as Appendix A. Particular attention shall be paid to the sheet
layout and lettering size indicated on each sample sheet. It should be noted that the
District has not evaluated these resources for use in Bentley’s OpenRoads software.
A. BORDER SHEET
Appendix B is a plot of the District's standard border sheet (also included as
Attachment 1, MicroStation file: RCFCD Border.dgn). Users will note that this
file contains, by virtue of multiple levels, all of the various grids necessary to
produce drawings of the standard scales used by the District (see Section II.A.5
above). Also contained in this file are all the general notes that appear on District
title sheets as well as the County Vicinity Map. All placeholder text should be
reviewed and filled in as applicable to the project.
Users will note that the District's standard sheet size (34.9 by 21.7 inches) is
somewhat smaller than the industry standard 24 by 36 inches. This is to
accommodate the District's need to publish half scale copies of the drawings on
11- by 17-inch cut sheet paper.
B. CELL LIBRARY
Appendix C is a plot of all of the cells contained in the District's customized
MicroStation cell library, RCFCD Cells.cel. These cell libraries are also included
in Attachment 2. Users will note the many references to cells on the sample
drawings.
TFIGURE 6: CELL LIBRARY REFERENCE
DRAFTING MANUAL
July 2018 Page | 24
he "LIB =" reference means the cell can be found in the cell library "RCFCD
Cells.cel". The "AC =" reference is to the cell named "TYPICAL".
C. LEVELING GUIDE
Appendix D is the District's current leveling guide. It was developed to:
Enable the use of level driven plotter settings, which the District uses
extensively.
Make it easier to share work among multiple draftsmen and between the
District and consulting firms.
Facilitate the transfer of design CAD file information into the District's
Geographic Information System.
All recent District-generated design topographic mapping will conform to this
leveling guide. If topographic mapping prepared by others does not conform to
this leveling guide, then the District's plotter settings will not work, and custom
settings will be necessary to ensure that the plotted product conforms to this
drafting manual.
D. FONT LIBRARY
The District's MicroStation font resource file contains a number of fonts. The
font called "stencil" has been customized to include a number of custom
characters used on District drawings. Entering a 4-character alphanumeric string
into the text editor box creates these custom characters.
For example the string \201 yields
Figure 7 below lists all of the custom characters and the alphanumeric string to
access them.
DRAFTING MANUAL
July 2018 Page | 25
FIGURE 7: CUSTOM CHARACTERS
DRAFTING MANUAL
July 2018 Page | 26
E. PLOTTER DRIVERS AND PEN TABLES
The District uses large-format printers to plot the full size drawings and a laser
printer to create half scale progress prints for our projects. The District has
customized some of the "hpgl2"-based plotter drivers included with MicroStation,
and has also written custom "pen tables" to create drawings that emphasize the
important design elements. Line weights and line styles are set by the plot drivers
(*.plt files), and color and priority are set by the pen table (*.pen files).
For example, the contours from the base mapping are on levels "Contours Major
Design" and "Contours Minor Design"; the pen tables re-map the contours to two
shades of gray and set priority such that they always plotted underneath the
remainder of the design linework.
All linework other than base mapping and grids is forced to plot as color black.
The exception to this is level Fill Shapes and Colors 8 and 9. Elements on level
Fill Shapes and Colors 8 and 9 plot in the color they are created, and all closed
shapes will plot as filled elements. Priority for level Fill Shapes and Colors 8 and
9 is set such that elements on level Fill Shapes and Colors 8 and 9 will plot
beneath all other elements. This allows the engineer / draftsman to employ gray
shading rather than crosshatching to emphasize design elements such as paving
overlays. It also allows the use of color.
These customizations assist with conformance to the leveling guide while
allowing the draftsman a fair degree of freedom to work with colors of their
liking. These plotter resources are included in Attachment 3.
DRAFTING MANUAL
July 2018 Page | 27
;======================================================================
;
; >>>>> WARNING WARNING WARNING WARNING WARNING WARNING <<<<<
;
; Plotter driver configuration files are now stored in two directories:
;
; $(_USTN_WORKSPACEROOT)/System/plotdrv/
; $(_USTN_WORKSPACEROOT)/Standards/plotdrv/
;
; System/plotdrv/ should be reserved for .plt files delivered by
; MicroStation and other Bentley products. Standards/plotdrv/ is
; provided as a place for you to store customized .plt files. To
; simplify plotter selection from the Plot dialog, you may also
; elect to store frequently-used .plt files in Standards/plotdrv/
; even if you do not customize them.
;
; To minimize the risk of losing your changes during a product
; reinstallation, do not edit the files in the System/plotdrv/
; directory. Instead, copy the necessary files to Standards/plotdrv/
; and edit them there. If the .plt file depends on other files, such
; as PostScript prolog (*.pro) files, copy them to the same directory.
;
;======================================================================
F. RESOURCE FILE LOCATIONS
A standard MicroStation installation sets up a fairly complex directory / folder
structure for all of the various resource files used by the program. The reason for
this is best explained by the excerpt from a "plot driver" file below.
To assist users in placing the resource files provided with this manual in the
correct folders, we have formatted Attachment C in a directory structure that
mimics the format set up by a default MicroStation installation.
DRAFTING MANUAL
July 2018 Page | 28
FIGURE 8: PLACEMENT OF MICROSTATION RESOURCE FILES
DRAFTING MANUAL
July 2018 Page | 29
G. GIS DRAFTING INSTRUCTIONS
The District uses design CAD elements as the basis for generating Geographic
Information System (GIS) features for the District's GIS facilities layer.
The District's GIS requires the importation of project centerline (linework), area
(features), water quality features, manholes, and inlets. The District's GIS Section
is responsible for maintaining the database of lines and areas for District-accepted
RCFC facilities.
All that is required for GIS importation is a CAD file (built-in California Grid
coordinates) containing the following elements in separate levels (layers)
including annotation (attributes):
Project centerline (linework) (ex. RCP, RCB, EAR, TRAP, CIP, CONC, etc.)
locations on level: Alignment Centerline
Filled circles indicating manhole locations on level: Manhole
Areas (features): Ex. basin, dam, levee, etc.
Circles indicating inlet (features) locations on level: Drop Inlet (catch basins
for District and Cities)
Filled circles indicating water quality features on level: WQ features
Incorporate attribute tables as shown in Appendix E to convey key data about
each element. District staff will attach the data or attributes to the CAD elements
and import them into the GIS. Appendix E depicts a sample GIS file in which a
design draftsman has digitally annotated the project CAD file to pass to the GIS
technician. The GIS technician incorporates the tabular data when importing the
graphics into the GIS.
DRAFTING MANUAL
July 2018
APPENDIX A
SAMPLE DRAWINGS
DRAFTING MANUAL
July 2018
APPENDIX A-1
TITLE SHEET AND PLAN AND PROFILE SHEET EXAMPLES
VA
N
BLV
D.
BU
RE
N
LIMONITE AVE.
SANTA
ANA
PROJECT
PROJECTEND
BEGIN
RIVER
3
2
4
5
6
7
12
8
9
10
11
INDEX MAP
INSIDE BOX WHEN POSSIBLE
NOTE: NUMBERS WILL GO
DATE:
APPROVED BY:
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
DEPUTY DIRECTOR OF TRANSPORTATION
NTS
LOCATION
PROJECT
CITY OF RIVERSIDE STANDARD DRAWINGS
SHEET NO.:
R.C.F.C. & W.C.D. STANDARD DRAWINGS
CALTRANS STANDARDS
INDEX
RIVERSIDE
CORONA
TEMECULA
MURRIETA
PERRIS
MORENO
VALLEY
HEMETIDYLLWILD
ANZA
AGUANGA
ELSINORE
BEAUMONT
SAN JACINTO
BANNING
243
371
111
10
10
10
15
15
79
79
7974
74
74
74
60
79
74
215
215
111
PALM
SPRINGS
LAKE
LAKE
LAKE
LAKE
PERRIS
SKINNER
ELSINORE
MATHEWS
HEMET
RESERVOIR
60
NORCO
RIV
ER
SIDE
COUNTY
COUNTY
OR
AN
GE
RIVERSIDE COUNTY
SAN BERNARDINO COUNTY
SAN DIEGO CO.
SAN DIEGO CO.
RIVERSIDE CO.
91
VICINITY MAP
NTS
CALIMESA
DESERT
HOT SPRINGS
LAKE
VAIL
RESERVOIR
EASTSIDE
62
GENERAL NOTES
TEXT5
2.
3.
4.
5.
TAKEN LOOKING DOWNSTREAM.
COUNTY STANDARD PLANS.
6.
7.
9.
8.
11.
12.
10.
1.
BASE OR AS SPECIFIED BY THE ENGINEER.
ALL RECONSTRUCTION, RESURFACING AND PAVEMENT DELINEATION,
CURBS, SIDEWALKS AND OTHER IMPROVEMENTS ARE TO BE RECON-
STRUCTED IN KIND AT THE SAME LOCATIONS AND ELEVATIONS AS
THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED.
ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION.
TOPOGRAPHY BY DIGITAL PHOTOGRAMMETRIC METHODS. AERIAL
PHOTOGRAPHS TAKEN AT AN ALTITUDE NOT TO EXCEED A FLYING
STANDARD DRAWINGS CALLED FOR ON THE PLAN & PROFILE SHALL
ELEVATIONS AND LOCATIONS OF UTILITIES WERE OBTAINED FROM
ALERT AT 1-800-227-2600. ALL UTILITIES SHALL BE PROTECTED
IN PLACE EXCEPT AS NOTED ON PLANS AND SPECIFICATIONS.
PLANS. 48 HOURS BEFORE EXCAVATION CALL UNDERGROUND SERVICE
AVAILABLE INFORMATION AND ARE SHOWN APPROXIMATELY ON THESE
THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES
REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR
THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS.
ALL OPENINGS RESULTING FROM CUTTING OR PARTIAL REMOVAL OF
EXIST. CULVERTS, PIPES, OR SIMILAR STRUCTURES TO BE ABANDONED,
HEIGHT TO CONTOUR INTERVAL RATIO OF 1800. PHOTOGRAPHY
UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL
CONFORM TO RCFC & WCD STD DRAWINGS, OR CALTRANS/CITY/
ALL CHANNEL/STORM DRAIN REFERENCES AND CROSS SECTIONS ARE
BE 4" TYPE "B" HOT ASPHALT MIX OVER 6" CLASS 2 AGGREGATE
SHALL BE SEALED AT BOTH ENDS WITH 6" MINIMUM CLASS "B" CONCRETE.
DATED 00/00/0000.
INDICATES APPROX. SOIL BORING LOCATION PER SOILS REPORT
DATED 00/00/0000.
AND CALIFORNIA STATE PLANE, ZONE 6
STD JS000, A=90°, UNLESS OTHERWISE NOTED.
11
13. ALL JUNCTION STRUCTURES SHALL BE JS NO.0 PER RCFC
PERMANENT BENCH MARK
CHIEF, DESIGN & CONSTRUCTION GENERAL MANAGER-CHIEF ENGINEER
ST
RD
TR
ST59TH
RD S
T
ST
ST
CA
NY
ON
60TH
SN
OW
GR
ASS
ST
AZ
URIT
E
HO
RS
E
SC
HEELIT
E
STMAINST
HU
DS
ON
ST
CO
LLIN
S
ST
ST
ST
ST63RD63RD
ST
CO
LLIN
S
DO
WN
EY
PL
AR
CH
ER
BA
KER
CO
RE
Y
ST64TH
STUDI
O
PL
KELSE
Y
ST65TH
PL
STKENNEDYLAKEVIEW
STUDIO
PL
RIV
ERDALE
NA
TC
HEZ
RO
AD
PE
DLE
Y
FELSP
AR
ST
58TH
ST
GOLF C
OURSE
AV
60
TO
TO
91
15TO
ST
58TH
ST
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
OF
APPROVED BY:
DATE:
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
RECOMMENDED FOR APPROVAL BY:
DATE:
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.XYZ.XY EL.
SHOULD BE INSERTED IN THIS
SPACE.
BOOK OR OTHER RELIABLE SOURCE
SHOWN FROM SURVEYORS FIELD
BENCH MARK DESCRIPTION AS
0-0-0000
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
TECHNICIAN
PROJECT NO.
DRAWING NO.
SHEET NO.
B.M. NO. XX
TRAFFIC CONTROL PLAN
PLAN & PROFILE
CONNECTOR PIPE DETAILS
CB100
CB103
CB105
CB106
CB109
CB110 CONCRETE DROP INLET
JS226
JS228
JUNCTION STRUCTURE NO. 1
JUNCTION STRUCTURE NO. 3
MH259 STANDARD DROP STEP
CATCH BASIN NO. 1
MANHOLE FRAME AND COVER
DETAIL OF CATCH BASIN OPENING & INSTALLATION
CATCH BASIN REINFORCEMENT
SPECIAL CONNECTIONS TO CATCH BASIN
M814 ABBREVIATIONS AND SYMBOLS
BEDDING AND PAY LINESM815
M819 MAXIMUM CHORD LENGTHS FOR CURVED SECTIONS
302 DRIVEWAY TYPE III
200 CURB AND GUTTER
DETAILS/REMOVABLE PROTECTION BAR FOR C.B.
TEMPORARY RAILING TYPE K
303 DRIVEWAY & CURB DEPRESSION
SIDEWALK
M816 CONCRETE BULKHEAD
MH253 MANHOLE NO. 3
MH255 MANHOLE FRAME & COVER NON-ROCKING
MH257 MANHOLE SHAFT FOR CAST PIPE
MISCELLANEOUS DETAILS
1
2-6
7-9
10
TITLE SHEET
LD201 LOCAL DEPRESSION NO. 2
T3
JS229 JUNCTION STRUCTURE NO. 4
0-000
1
TITLE SHEET
STORM DRAIN
PEDLEY - 64TH STREET
No. _____
RE
GIS
TERE
D PR
OFESSIONAL E
NGI
NE
ER
ST
ATE OF CALIF
OR
NIA
CIVIL
EN
G
INEERS S
EA
L
No. _____
RE
GIS
TERE
D PR
OFESSIONAL E
NGI
NE
ER
ST
ATE OF CALIF
OR
NIA
CIVIL
EN
G
INEERS S
EA
L
TC1-TC2
P8 NUMBER: 123456
DRAWING M815 UNLESS SHOWN OTHERWISE ON THESE PLANS.
EXCAVATION AND BACKFILL PAY LINES ARE SHOWN ON RCFC STANDARD
THE HORIZONTAL DATUM IS DERIVED FROM NAD83(XXXX) EPOCH XXXX.XX,
THE VERTICAL DATUM IS DERIVED FROM XXXXX.
CONSTR. SET: MNTH DAY, YR
LW
LVL
TXT
LW
LVL
TXT
AC=
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
LW
LVL
LW
LVL
TXT
LW
LVL
3
TXT
TXT .20
4
.12
2
2
.12
.20
4
.20
4
.14
2
.20
4
LW
LVL
TXT .10
1AC=
AC=
LW
LVL
TXT .10
2
LW
LVL
TXT .12
1
LW
LVL
TXT .08
1
LIB=
NORTH
LIB=LIB=
DIG
LW
LVL
.10
1
LW
LVL
LC 0
1
LW
LVL
TXT .20
2
LW
LVL
LC 0
3
LIB=
RTE60AC=
TRAFFIC
AC= POINT2
LIB= RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
SIG1RCFCD CELLS
AC=
LIB= RCFCD CELLS
MIN TXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
BORDER BENCH
BORDER REV
LVL BORDER DIG
BORDER APP SIG
BORDER DES SIG
MAPPING
LVL BORDER CITYBORDER TITLE
PROJECT
BORDER
LW
LVL
TXT .175
3
PROJECT
BORDER
FONT STN_FONT_7
TXT .70 .45
INFORMATIONAL NOTE
ALL INFORMATION IN RED IS FOR CLARITY AND NOT TO BE PRINTED ON PLANS
AC=
LIB= RCFCD CELLS
VICINITY
FOR DISTRICT IN HOUSE PROJECTS
LW
LVL
TXT .175
3
SL
TEXT
15°
GENERAL NOTES
UNLESS LABELED OTHERWISE
STYLE NO. 1 STENCEL
ALL TEXT WILL BE FONT
VA
N
BLV
D.
BU
RE
N
LIMONITE AVE.
SANTA
ANA
PROJECT
PROJECTEND
BEGIN
RIVER
3
2
4
5
6
7
12
8
9
10
11
INDEX MAP
INSIDE BOX WHEN POSSIBLE
NOTE: NUMBERS WILL GO
NTS
LOCATION
PROJECT
RIVERSIDE
CORONA
MORENO
VALLEY
10
15
215
LAKE
MATHEWS
60
NORCO
RIV
ER
SIDE
COUNTY
COUNTY
OR
AN
GE
91
VICINITY MAP
NTS
11
PERMANENT BENCH MARK
GENERAL MANAGER-CHIEF ENGINEER
ST
RD
TR
ST59TH
RD S
T
ST
ST
CA
NY
ON
60TH
SN
OW
GR
ASS
ST
AZ
URIT
E
HO
RS
E
SC
HEELIT
E
STMAINST
HU
DS
ON
ST
CO
LLIN
S
ST
ST
ST
ST63RD63RD
ST
CO
LLIN
S
DO
WN
EY
PL
AR
CH
ER
BA
KER
CO
RE
Y
ST64TH
STUDI
O
PL
KELSE
Y
ST65TH
PL
STKENNEDYLAKEVIEW
STUDIO
PL
RIV
ERDALE
NA
TC
HEZ
RO
AD
PE
DLE
Y
FELSP
AR
ST
58TH
ST
GOLF C
OURSE
AV
60
TO
TO
91
15TO
ST
58TH
ST
RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
OF
APPROVED BY:
DATE:
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
RECOMMENDED FOR APPROVAL BY:
DATE:
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.XYZ.XY EL.
SHOULD BE INSERTED IN THIS
SPACE.
BOOK OR OTHER RELIABLE SOURCE
SHOWN FROM SURVEYORS FIELD
BENCH MARK DESCRIPTION AS
0-0-0000
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
TECHNICIAN
PROJECT NO.
DRAWING NO.
SHEET NO.
B.M. NO. XX
0-000
1
TITLE SHEET
STORM DRAIN
PEDLEY - 64TH STREET
No. _____
RE
GIS
TERE
D PR
OFESSIONAL E
NGI
NE
ER
ST
ATE OF CALIF
OR
NIA
CIVIL
EN
G
INEERS S
EA
L
No. _____
RE
GIS
TERE
D PR
OFESSIONAL E
NGI
NE
ER
ST
ATE OF CALIF
OR
NIA
CIVIL
EN
G
INEERS S
EA
L
P8 NUMBER: 123456
GENERAL NOTES
CITY OF RIVERSIDE STANDARD DRAWINGS
SHEET NO.:
R.C.F.C. & W.C.D. STANDARD DRAWINGS
CALTRANS STANDARDS
INDEX
TEXT5
TRAFFIC CONTROL PLAN
PLAN & PROFILE
CONNECTOR PIPE DETAILS
CB100
CB103
CB106
CB109
CB110 CONCRETE DROP INLET
JS226
JS228
JUNCTION STRUCTURE NO. 1
JUNCTION STRUCTURE NO. 3
MH259 STANDARD DROP STEP
CATCH BASIN NO. 1
MANHOLE FRAME AND COVER
CATCH BASIN REINFORCEMENT
SPECIAL CONNECTIONS TO CATCH BASIN
M819 MAXIMUM CHORD LENGTHS FOR CURVED SECTIONS
302 DRIVEWAY TYPE III
200 CURB AND GUTTER
TEMPORARY RAILING TYPE K
303 DRIVEWAY & CURB DEPRESSION
SIDEWALK
M816 CONCRETE BULKHEAD
MH255 MANHOLE FRAME & COVER NON-ROCKING
MH257 MANHOLE SHAFT FOR CAST PIPE
MISCELLANEOUS DETAILS
1
2-6
7-9
10
TITLE SHEET
LD201 LOCAL DEPRESSION NO. 2
T3
TC1-TC2
2.
3.
4.
5.
6.
7.
9.
8.
11.
12.
10.
1.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
CHIEF, PLANNING
25.PLACED ACCORDING TO THE DISTRICT STANDARD DRAWING NO. BOX 401. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE
VELOCITIES EXCEEDING 30 FEET PER SECOND. BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOREXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALLA MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIESINCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING AND INCREASED TOTHE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE
AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE
THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BEAPPROVAL OF THESE PLANS BY THE DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER
WATER AND DAMAGE TO ADJACENT PROPERTIES. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY
STANDARD DRAWINGS UNLESS NOTED OTHERWISE. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT
IMPROVEMENTS UNLESS OTHERWISE NOTED. RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTINGALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE
CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING
CONNECTOR PIPE. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF
LOCATIONS SHOWN ARE APPROXIMATE. BH-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED .
ABOVE THE TOP OF THE PIPE. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUMFOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2,000 PSI) SHALL BE USED.PIPE BEDDING SHALL CONFORM TO THE DISTRICTS STANDARD DRAWING NO. M815 EXCEPT
(JS 229) UNLESS OTHERWISE NOTED. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4
"B" CONCRETE. PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASSOPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS,
HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS SPECIFIED BY THE ENGINEER. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE 4" TYPE "B"
ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM.
AMERICAN DATUM (NAD 83), CALIFORNIA COORDINATE SYSTEM (CCS), ZONE 6 AND EPOCH . ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON THE NORTH
FROM NAD83(XXXX) EPOCH XXXX.XX,AND CALIFORNIA STATE PLANE, ZONE 6. VERTICAL DATUM IS DERIVED FROM XXXXX. THE HORIZONTAL DATUM IS DERIVEDALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE
ALERT 1.800.227.2600. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE
INTERSECTION STATIONS. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE
ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED.
(20) PRIOR TO CONSTRUCTION. WILL BE PERFORMED BY THE DISTRICT. THE DISTRICT MUST BE NOTIFIED TWENTY DAYSCONTACT CONSTRUCTION MANAGEMENT AT 951.955.1288 IF CONSTRUCTION INSPECTION
MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. PERMIT IS REQUIRED FROM THE DISTRICT. AFTER THE PERMIT IS ISSUED THE DISTRICTCONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN ENCROACHMENT
RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE. DRAWINGS OF THE STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND DATED JUNE 24, 2008, AND THE DISTRICT'S STANDARD MANUAL. FOR THE LATEST FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S M.O.U STANDARD SPECIFICATIONSTHE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTYTHE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON
TRACT XXXXX-X; IP XXXXXX
CONSTR. SET: MNTH DAY, YR
PL
AN
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EC
K
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SIG
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AP
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City, CALIFORNIA XXXXX
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LOGONo. _____
RE
GIS
TERE
D PR
OFESSIONAL E
NGI
NE
ER
ST
ATE OF CALIF
OR
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CIVIL
EN
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INEERS S
EA
L
LW
LVL
TXT
LW
LVL
TXT
AC=
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LVL
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3
.20
4
.14
2
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4
LW
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TXT .10
1
AC=
LW
LVL
TXT .12
1
LW
LVL
TXT .08
1
LIB=
NORTH
LIB=
DIG
LW
LVL
.10
1
LW
LVL
LC 0
1
LW
LVL
TXT .20
2
LW
LVL
LC 0
3
LIB=
RTE60AC=
TRAFFIC
AC= POINT2
LIB=LW
LVL
TXT .175
3
SL
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
MIN TXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
BORDER BENCH
LVL BORDER DIG
BORDER APP SIG
BORDER DES SIG
MAPPING
BORDER TITLE
PROJECT
BORDER
LW
LVL
TXT .175
3
PROJECT
BORDER
15°
FONT STN_FONT_7
TXT .70 .45
ALL INFORMATION IN RED IS FOR CLARITY AND NOT TO BE PRINTED ON PLANS
AC=
LIB= RCFCD CELLS
VICINITY
FOR DEVELOPMENT PROJECTS
LW
LVL
TXT
LW
LVL
LW
LVL
TXT
TXT .20
4
.12
2
.20
4
TEXT
TEXT
TEXT
LW
LVL
TXT
2
.12
TEXT
AC=
LIB= RCFCD CELLS
GENERAL NOTES
DEVELOPERS INFORMATIONAL NOTE
UNLESS LABELED OTHERWISE
STYLE NO. 1 STENCEL
ALL TEXT WILL BE FONT
640
635
638.7
1 N.RIM
620.14 Ë
S
Z 7272
CONC.
CONC.
TEL RISER
TV RISER
TV
RISER
TEL
CO
NC
RE
TE
GU
TT
ER
0 20'20'
NOTES
SECTION AT STA. 14+00
HYDRAULIC DATA
PLAN
PROFILE
HYDRAULIC DATA
É
CO
RO
NA
AV
E.
TECHNICIAN
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
2 11
STAGE 3
STA 13+00 TO STA 17+00
TEMPORARY BENCH MARK
NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
UTILITIES UNLESS OTHERWISE NOTED.
TCE
R/W R/W
B=6',D=5' SS=1.5:1
STRUCTURE A C
JS NO. 3 5'
90°JS NO. 3 5'
90°
MANHOLE / JUNCTION STRUCTURE DATA
WALL STATIONÉ STATIONLATERAL
15+23
15+48
15+23
15+48
É 7' CB
É 7' CB
MAINTAINED BY RCFC & WCD
22
22
645
640
635
630
625
620
615
1
ST
A.
13
+00
MA
TC
H
LIN
E
615
620
625
630
635
640
645
EX GROUND @ LT. R/W
EX GROUND @ É
TOP OF CHANNEL
14+00 15+00 16+00
Ë=
62
0.1
4
TV
2
3
4
5
1
EX. GROUND
SS18(VCP)
6
É CORONA AVE.
STA. 15+35.83 LINE SA=
G2
4
T
32
7
W8
7
8
W.S.
8
9
10
11
100
100
Q = 780 cfs
S=0.032
S=0.0085
S 89°58'56" E
10
EX GROUND @ RT. R/W
100
100
Q = 760 cfs
S=0.0545
S=0.0122
22
30' 30'
1
2
30' 30'
15' 15'4' 4'
7'
30' 30'
2% 2%
É
É
CO
RO
NA
AV
E.
ST
A.
15
+3
5.8
315
2
5 5
EP
14 16
66
6 6 30'
30'
15'
15'
6'
30'
30'
15'
15'
8'
9
5 5
5
4
EP
3
5
7
B-4
ST
A.
13
+00
ST
A.
17
+00
MA
TC
H
LIN
E
MA
TC
H
LIN
E
É CHANNEL
ACCESS ROAD
ACCESS ROAD
SS= 1.5 :1
SS= 1.5 :1
21'
12'
V = 22 fps
V = 19 fps
25'
ST
A.
14
+8
9.0
8
ST
A.
15
+14.0
8
214.08 L.F. RECTANGULAR CHANNEL
B= 8', D=7'
52.5' L.F. 8' X 7' RCB 60' TRANSITION 73.42' L.F. TRAPEZOIDAL CHANNEL
TRANSITION
ACCESS ROAD
ACCESS ROAD
5
CHANNEL INVERT @ É
70'
55'
Z-7272
NAIL AND R.C.F.C. TAG FLUSH.
EL. 638.80
11.8'
12
35'
TYP.
010' 10'
12
MA
TC
H
LIN
ES
TA.
17
+00
9.9'
É11
11
12
13 14
R/
W
R/
W
R/W
R/
W
R/
W
R/W
R/W
R/W
N
91°
01'0
4"
W
13
14
SS18
TV
TV
W8
W8
TT
SS
8
EE
G2
G2
TYPICAL FROM STA 13+00 TO STA 14+89.08
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600 SOUTH NORCO CHANNEL
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
CASING)
STEEL
SS15(30"
62
7.7
9 IN
V.
ST
A.
13
+5
0.0
0
GB
62
9.1
9 IN
V.
ST
A.
15
+66.5
8
GB
62
9.6
3 IN
V.
63
2.9
0 IN
V.
62
6.1
9 IN
V.
63
3.8
0 IN
V.
EL
EV
63
6.1
9
EL
EV
63
8.6
9
EL
EV
63
8.8
1
ST
A.
16
+2
6.5
8
GB
CP-1
CP-2
CP-2
CP-1
VERT. 1"=4'
HORIZ. 1"=20'
CONSTRUCT JUNCTION STRUCTURE NO. 3 PER STD JS228.
CONSTRUCT CONCRETE TRAPEZOIDAL CHANNEL PER STD CH326.
CONSTRUCT RECTANGULAR CHANNEL PER STD CH327.
PLACE 3" ROCK.
CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD NO. 300.
CONSTRUCT TRANSITION WALL HEIGHT FROM 7' TO 9.5', B=8'.
INSTALL STEPS AT STA. 14+80.
CONSTRUCT TRANSITION STRUCTURE PER STD CH329.
EXISTING TELEPHONE LINE TO BE RELOCATED BY OTHERS.
INSTALL 14' DOUBLE DRIVE GATE PER STD M801.
INSTALL 6' CHAIN LINK FENCE PER STD M801.
EXISTING 2" GAS LINE TO BE RELOCATED BY OTHERS.
RELOCATE EXISTING 8" WATERLINE.
EXISTING TV LINES TO BE RELOCATED BY OTHERS.
CONSTRUCT 8' x 7' RCB PER STD BX401.
-14-
-14-
P8 NUMBER: 123456
EX GROUND @ RT. R/W
13+00 17+00
PER INST. NO. #_____
RCFC & WCD ROW
CONSTR. SET: MNTH DAY, YR
CP-
1,
18"
RC
P
EL
S.=
62
9.7
5
CP-
2,
18"
RC
P
EL
S.=
63
0.2
0
LW
LVL
TXT
LW
LVL
TXT
LIB=
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
LC
LW
LVL
LC
LW
LVL
TXT
AC=
AC=
AC=
LW
LVL
LC
LW
LVL
LC
LW
LVL
LC
LW
LVL
LC
LW
LC
LW
LVL
TXT
2
.14
38
5
.175
3
.12
2
CB7
BUB1
4
0
.12
2
.20
3
.14
2
0
4
1
5
0
3
2
3
6
1
LW
LVL
LC 0
1
AC= NOTE1
LIB=
LIB=
LIB=
SL 15
LW
LVL
LC 1
1
LVL
LW
LVL
LC
2
4
LW
LVL
LC 3
2
LW
LVL
LC 0
4
R/WROAD
LW
LVL
LC 5
4
LW
LVL
LC
3
0
INFORMATIONAL NOTE
RCFCD CELLS
RCFCD CELLS
AC= BUB1
LIB= RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
LOOKING DOWNSTREAM
ALL X-SECTIONS TAKEN
LW
LC 0
1
LVL
LW
LC 0
1
LVL
LC 3
LVL
LW 3
LW 2
4LC
LVL.175
LW
LVL
TXT
3
MATCHLINE
RW STREET
DIMENSION
TEXT
BORDER TITLE
FENCE
PIPELINE
TEXT
10 SCALE
STRUCTURES
CONCRETE
GROUND
EXISTING
GRID MAJOR
BORDER PROFILE
GROUND @ CL
PROFILE EXISTING
LW
LVL
LC 0
1
GRID MAJOR
BORDER PROFILE
LW
LVL
LC 0
0
GRID MINOR
BORDER PROFILE
GROUND RIGHT
PROFILE EXISTING
PROFILE HGL
AC=
LIB= RCFCD CELLS
HDATA
TEXT
TEXT
STRUCTURE
CONCRETE
GROUND LEFT
PROFILE EXISTING
PROPOSED
ALIGNMENT
CENTERLINE
ALIGNMENT
STREET
CENTERLINE
TEXT
TEXT
TCE
EASMENT
RW
RCFC
RW FEE
DIMENSION
INFORMATIONAL NOTE
RCFCD CELLSLIB=
AC= SLOPE TERMINATOR
LW
LVL
LC
1
FENCE
LW
LVL
LC 0
0
225,225,225
CONTOURS MINOR
RGB
RGB
RGB
180, 180, 180
180, 180, 180
LIB=
AC=
RCFCD CELLS
TYPICAL
LIB=
AC=
RCFCD CELLS
SBORE
LABELED OTHERWISE
NO. 1 STENCEL UNLESS
ALL TEXT STYLE WILL BE
853.89 T/C
853.31 F/L
8TE
XT.97 F/L
844.72
N.RIM
845.50 F/L
846.1
9 T/
C
843.42 F/L
844.09 T/C
843.10 F/L
843.75 T/C
852.83 F/L
853.48 T/C
844.40
PT. #10
2
845.64 F/
L
846.3
0 T/
C
843.78 F/L
844.34 T/C
844.53 F/L
845.11 T/
C
843.13 F/L
843.78 T/C
844.0
3
F/
L
844.5
8
T/
C
844.0
3 F/
L
853.49 F/L
854.10 T/C
853.03 F/L
853.67 T/C
848.19 F/L
848.85 T/C
848.01 F/L
848.67 T/C84
3.72 F/L
844.20 F/L
844.87 T/C
852.98 F/L
853.61 T/C
853.2
5 F/
L853.8
5 T/
C
853.29 F/L
853.74 T/C
853.33 F/L
853.74 T/C
846.55 F/L
853.30 N.RIM
853.34 F/L
853.91 T/C
852.98 F/L
853.61 T/C
845
85
0
S
S
AS
PH.
AS
PH.
CONC.
GATE
GATE
CONC.
GATE
CO
NC.
NOTES
18+00 19+00 20+00
HYDRAULIC DATA
PLAN
PROFILE
��
Ԁ�
É
TA
OS
DRIV
E
É 78" STORM DRAINÉ 29TH STREET
É 29TH STREET
É
AV
AL
ON
ST
RE
ET
0 10'10'
020' 20'
SECTION AT STA 19+00
NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
UTILITIES UNLESS OTHERWISE NOTED.
TECHNICIAN
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
3 11
STAGE 1
TEMPORARY BENCH MARK
STA 17+00 TO STA 20+16.61
R/W R/W
ST
A 17
+4
1.0
0
17
HGL
40' 40'
25'
25'
25' 25'
25' 25'
43.3' 29.8'
4'
7'
N 23124253.200
E 62130061.100
11
ST
A 2
0+
16.6
1 E
C
MA
TC
H
LIN
E
N 23124247.700
E 62130072.800
E.P.
STA 20+16.61 EC MATCH LINE
11
STRUCTURE A C
MH NO. 4 5'
90°JS NO. 4 -
75°
MANHOLE / JUNCTION STRUCTURE DATA
WALL STATIONÉ STATIONLATERAL
17+42
17+65
17+43
17+65
JS NO. 4 -
90°JS NO. 4 -
90°
19+68
18" RCP INLET
18+57.40
19+68
45°MH NO.2 -19+58
É
14'
CB
11
11
15
16
19
20
17
11
É
14'
CB
É
14'
CB
É 14' CB
15
17
16
17
15
1920
16
--
18+59.20
MAINTAINED BY RCFC & WCD
S 52°29' 20" ES
37°
35 '19"
W
N
37°
32' 4
9" E
B
825
830
835
840
845
850
855
825
830
835
840
845
850
855
SS8
SS8
G
G2
G
S=0.0096
S=0.0124
S=0.0373
NO.
2
W8
7'
N 52°24' 26" W
BC
EC
BC
A
2000D
V = fps
Q = cfs
100
100510
15
W6G2
78" RCP
EX PAVEMENT
18 19
HGL
HGL
É STORM DRAIN
É
29
TH
ST
É
AV
AL
ON
ST
20
SS8
M
H
NO.
4
MH
SS8
ST
A 17
+4
2.0
0
ST
A 19
+5
8.0
0
ST
A 19
+7
1.4
0
ST
A 19
+97.5
8
ST
A 19
+60.5
0
ST
A 19
+5
5.0
0
205.69 LF 78" RCP 2000DST
A 17
+4
9.3
1
G2G2
W6
SS8
SS8
W6 W6S
S8
R/
W
R/
W
R/
W
R/W
R/W
R/W
W8
SS
8
W6
G3
G2
G
G
G2
G
G2
W4
W6
G2
SS
8
GG
É 29TH ST
TYPICAL FROM STA 17+00 TO STA 20+00
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600 BELLTOWN LINE D
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
83
0.8
3 IN
V.
83
0.9
7 IN
V.
ST
A 17
+92.0
8
83
1.5
0 IN
V.
GB
83
7.5
8 IN
V.
83
7.6
3 IN
V.
83
7.4
9 IN
V.
83
0.3
6 IN
V. 83
8.1
7 IN
V.
ST
A 18
+61.4
0
CP-6
CP-3
CP-3
CP-4
CP-5
CP-6
CP-4
CP-3
STA 17+10 BEGIN PROJECT
78" RCP
41 LF
ST
A 17
+10
BE
GIN
PR
OJE
CT
ST
A 19
+4
5.8
6
GB
BC
BC
EC
VERT. 1"=4'
HORIZ. 1"=20'
CONSTRUCT 78" RCP PER DETAIL.41
4141
41
SHEET 10
DRAWING NO 0-000
PROJECT NO. 0-0-000
STA 000+00.00 PER
STA 17+10=
BEGIN CONSTRUCTION
FINISH SURFACE @ É STORM DRAIN
A B
R
L
T
NORTHING
EASTINGP.I.
CURVE DATA
45.00'
90°02' 10"
70.71'
45.03'
23124247.700
Ê
B.C.
E.C.
62130072.800
STA. 17+89.29
STA. 17+18.57
45.00'
90°04' 39"
70.75'
45.06'
23122718.700
STA. 20+16.61
STA. 19+45.86
62132064.800
56.11 L.F. 78" RCP
2000D
6" WATERLINE TO BE RELOCATED BY OTHERS.
4" WATERLINE TO BE RELOCATED BY OTHERS.
CONSTRUCT JS NO.4 PER STD JS229.
CONSTRUCT MH NO.2 PER STD MH252.
CONSTRUCT MH NO. 4 PER STD MH254.
CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD NO. 300
17
P8 NUMBER: 123456
EX. C&G
-4-
1717
-4-
-4-
-4-
Z-7272
NAIL AND R.C.F.C. TAG FLUSH.
EL. 638.80
EX. C&G
17+00
CP-05
HGL
CONSTR. SET: MNTH DAY, YR
CP-4, 18" RCP
EL. S=833.75
CP-5, 18" RCP
EL. S=837.25
CP-6, 18" RCP
EL. S=840.0
INFORMATIONAL NOTE
LOOKING DOWN STREAM
ALL X-SECTIONS TAKEN
INFORMATIONAL NOTE
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
AC=
LW
LVL
TXT
AC=
LW
LVL
TXT
LW
LVL
LC
LW
LVL
LCLW
LVL
LC
LW
LVL
LC
LW
LVL
TXT
LW
LVL
LC
LW
LVL
LC
LW
LVL
LC
LW
LVL
LC
LW
LVL
LC
LW
LVL
LC
LW
LVL
TXT
LW
LVL
LC
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
TXT
LW
LVL
SL
LW
LVL
LCLW
LVL
TXT
LW
LVL
LC
LW
LVL
TXT
LIB=
AC=
LIB=
AC=
LIB=
AC=
LIB=
AC=
LIB=
LIB=
AC=
LIB=
AC=
LIB=
HGL
1LW
LC 4
LVL
NOTE 1
LW
LVL
TXT .14
.12
2
AC=
LIB=
0
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
20 SCALE
TEXT
TEXT TEXT
TEXT
TEXT
TEXT
TEXTTEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
TEXT
.14
2
10 SCALE
.175
3
.175
3
.12
2
BUB1
0
4
DIMENSION
0
1
.12
2
.14
3
PROFILE HGL
0
4
2
.12
2
.12
HD100
4
.24
2
1
2
.12
3
.175
3
.175
2
.14
15
2
.12
BUB2
4
.24
NORTH
ALIGNMENT PROPOSED
0
5
CENTERLINE
ALIGNMENT
4
2
CB14
CURV
DIMENSION
1
.12RW STREET
3
STREET
RW
4
PIPELINE
STREET
CENTERLINE
0
4
0
3
CENTERLINE
ALIGNMENT
4
2
PROPOSED
ALIGNMENT
0
4
STRUCTURE
CONCRETE
GROUND
EXISTING
GROUND PAVED
EXISTING
0
3
0
5
RIGHT OF WAY
LW
LVL
LC 0
1
GRID MAJOR
BORDER PROFILE
RGB 180, 180, 180
LW
LVL
LC 0
0
GRID MINOR
BORDER PROFILE
RGB 180, 180, 180
LW
LVL
LC 0
0
225,225,225
CONTOURS MINOR
RGB
INFORMATIONAL NOTE
BLOCK, AS SHOWN BELOW
THE DISTRICT SIGNATURE
SHOWN ON THIS SHEET, "X" OUT
MAINTAINING THE IMPROVEMENTS
IF THE DISTRICT IS NOT
LABELED OTHERWISE
NO. 1 STENCEL UNLESS
ALL TEXT STYLE WILL BE
SEWER
LW
LC 0
LVL
3
MANHOLE
DRAFTING MANUAL
July 2018
APPENDIX A-2
SURVEY CONTROL SHEET EXAMPLE
1645
1645
1640
1645
1645
1645
1650
4
SURVEY CONTROL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
NORTHING EASTING
2281395.29 6277406.57 1638.2
2281395.29 6277429.47 1638.2
2281395.29 6277434.47 1638.2
2281395.29 6277443.87 1638.2
2281395.29 6277448.83 1638.2
2281395.29 6277479.52 1638.2
2281377.71 6277479.52 1644.0
2281377.71 6277448.87 1644.0
2281383.11 6277443.87 1644.0
2281383.11 6277434.47 1644.0
2281377.71 6277429.47 1644.0
2281377.71 6277406.57 1644.0
2281475.21 6277479.52 1638.2
2281417.93 6277497.37 1644.1
2281423.88 6277516.46 1644.1
2281481.17 6277498.61 1638.2
2281528.90 6277483.73 1638.2
2281538.31 6277480.80 1638.2
2281571.63 6277481.03 1638.2
2281579.78 6277468.56 1638.2
EL.
21 2281586.44 6277469.33 1638.2
44
45
46
47
NORTHING EASTING
2281668.11 6277379.73
2281666.57 6277579.73
2281386.58 6277577.45
2281388.11 6277377.46
PROJECT LIMITSBASIN SURVEY CONTROL
PT. PT.
MORENO - COTTONWOOD
BASIN
GR
ADIN
G LIMIT
EP
PROJECT LIMITS
GR
ADIN
G LIMIT
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
TECHNICIAN
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
11
TEMPORARY BENCH MARK
EXST. 36" C
MP
3:1
3:1
3:1
3:1
3:1
4:1
4:1
3:1
VAR
VAR
VA
R
3:1
VA
R
VA
R
3:1
1 2 3 4 5 6
78
910
1112
14
15
16
13
17
18
19
20
21
2223
24
25
26
27 28
29
30
31 32
33
34
35
36
3738
3940
41
4:1
44
4647
45
42 43
VAR
22 2281605.60 6277440.04 1638.2
23 2281602.21 6277434.24 1638.2
24 2281609.94 6277422.42 1638.2
25 2281586.56 6277406.57 1638.2
26 2281623.25 6277402.15 1646.2
27 2281641.21 6277420.29 1646.5
28 2281637.73 6277440.59 1646.5
29 2281630.00 6277452.41 1646.5
30 2281628.36 6277454.92 1645.0
31 2281609.21 6277484.22 1645.0
32 2281607.57 6277486.73 1646.5
33 2281599.42 6277499.20 1646.5
34 2281581.62 6277510.94 1646.5
35 2281535.24 6277504.06 1645.2
36 2281587.38 6277514.02 1646.5
37 2281615.94 6277492.20 1646.5
38 2281617.58 6277489.69 1645.0
39 2281636.73 6277460.39 1645.0
40 2281638.37 6277457.88 1646.5
41 2281646.32 6277423.79 1646.5
42
43
2281395.29 6277388.99 1644.0
2281395.29 6277497.09 1644.0
DESCRIPTION
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
TOP OF WALL
P/L
P/
L
020' 20'
PROP. GRADE
PROP. GRADE
DAYLIGHT
P8 NUMBER: 123456
Z-7272
NAIL AND R.C.F.C. TAG FLUSH.
EL. 638.80
10%
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CONSTR. SET: MNTH DAY, YR
AC=
LIB= RCFCD CELLS
LW
LVL
TXT
TEXT
.12
2
AC=
LIB= RCFCD CELLS
NORTH
SCALE 20
LW
LVL
LC 0
2
EDGE OF PAVEMENT
CONTOURS MAJOR
1
LW
LVL
LC 0
2
SLOPE SYMBOLS
2
ACCESS ROAD
3
DAYLIGHT LIMITS
3
LW
LVL
LC 0
0
RIP RAP
LW
LVL
LC 0
3
BASIN
LW
LVL
LC 0
LW
LVL
LC 0
LW
LVL
LC
LIB=
AC=
RCFCD CELLS
SLOPE TERMINATOR
LW
LVL
LC 0
0
225,225,225
CONTOURS MINOR
RGB
RGB 180, 180, 180
225,225,225RGB
DRAFTING MANUAL
July 2018
APPENDIX A-3
BASIN GRADING SHEET EXAMPLE
1645
1650
1645
1645
1640
1645
1645
BASIN GRADING
BASIN
EL. 1645'
EL. 1645'
EL. 1638.2'EL. 1638.2'
FINISH GRADE
CUTOFF WALL
GRADE TO MATCH
1
1
1
4
EXISTING GRADE
3:1
3:1
VA
R
4:1
4:1
4:1
VAR
VAR
3:1
VAR
3:1
VA
R
VA
R
3:1
3:1
3:1
3:1
37
38
GR
ADIN
G LIMIT
EP
PROJECT LIMITS
GR
ADIN
G LIMIT
DESCRIPTION
REVISIONS
REF.
TEMPORARY BENCH MARK
EXST. 36" C
MP
3:1
3:1
3:1
3:1
3:1
4:1
4:1
3:1
VAR
VAR
VA
R
3:1
VA
R
VA
R
3:1
4:1
VAR
MORENO - COTTONWOODRIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.
TECHNICIAN
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
5 OF
0-0-0000
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
11
BASIN
38
38
37
38
32
A
-
NOTES
P/L
P/
L
1
-
1
-
A-
DETAIL
24
25
27
28
29
30
32
33
35
36
29
29
35
25
36
05' 5'
OUTLET STRUCTURE LOCATION
27
28
28
EXST. 36" C
MP
26
27
28
28
28
33
29
37
30
32
33
27
SECTIONROCK SLOPE PROTECTION
020' 20'
30"
1.8'1.8'
P8 NUMBER: 123456
24
04' 4'
Z-7272
NAIL AND R.C.F.C. TAG FLUSH.
EL. 638.80
1 2 3 4 5 6
78
910
1112
14
15
16
13
17
18
19
20
21
2223
24
25
26
28
29
30
31 32
33
34
35
36
3738
3940
41
44
4647
45
42 43
AND BOTH SIDES OF ROCK SLOPE PROTECTION.
PLACE MIRAFI 1100N FILTER FABRIC OR EQUIVALENT ON BOTTOM
PLACE 30" THICK ROCK SLOPE PROTECTION, LIGHT CLASS.
NO. B11-47.
INSTALL CABLE RAILING PER CALTRANS STANDARD DRAWING
PLACE 3" OF CLASS 2 AGGREGATE BASE.
REMOVE AND DISPOSE OF EXISTING VEGETATION.
CONSTRUCT 3.5' CUTOFF WALL PER SECTION A HEREON.
WALL. FINISHED CUT/FILL SLOPES SHALL NOT EXCEED 2:1 (H:V).
GRADE EXISTING DITCH TO DRAIN AND MATCH TOP OF 3' CUTOFF
BY ENGINEER.
REMOVE AND DISPOSE OF EXISTING RIPRAP AS DIRECTED
BY THE ENGINEER.
GRADE EXISTING GROUND TO MATCH BASIN GRADING AS DIRECTED
PROTECT EXISTING VEGETATION AS DIRECTED BY ENGINEER.
PLACED 10" ON CENTER, EACH WAY ON ALL FACES.
BE 8" THICK. STRUCTURAL REBAR SHALL BE #4 BARS
CONSTRUCT OUTLET STRUCTURE. ALL WALLS AND SLAB SHALL
EXTEND EXISTING 36" CMP CULVERT, TO OUTLET STRUCTURE.
3.5'
6"
10%
19.58'
CONSTR. SET: MNTH DAY, YR
AC=
LIB= RCFCD CELLS
AC=
LIB= RCFCD CELLS
NORTH
LW
LVL
LC 0
4
RIGHT OF WAY
LW
LVL
LC 0
4
RIGHT OF WAY
LW
LVL
LC 0
3
BASIN
SCALE 5
SCALE 20
AC=
LIB= RCFCD CELLS
LW
LVL
TXT
TEXT
.12
2
LW
LVL
TXT
TEXT
.175
3
LW
LVL
LC
DIMENSION
0
1
LIB=
AC=
RCFCD CELLS
SLOPE TERMINATOR
CONTOURS MAJOR
1LW
LVL
LC 0
RGB 180, 180, 180
LW
LVL
LC 0
0
225,225,225
CONTOURS MINOR
RGB
LW
LVL
LC 0
PROPOSED CONTOURS
2
LW
LVL
LC 0
PROPOSED CONTOURS
0
INFORMATIONAL NOTE
FOR CLARITY
CONTOURS TRUNCATED HERE
SHALL BE SHOWN ON PLANS.
PROPOSED CONTOURS
DRAFTING MANUAL
July 2018
APPENDIX A-4
CONNECTOR PIPE PROFILE SHEET EXAMPLE
NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
UTILITIES UNLESS OTHERWISE NOTED.
TECHNICIAN
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
6 11
STAGE 1
CONNECTOR PIPE PROFILES
5' 5'0
CL IV
S=0.3
410
40
11
17
21
W421
H=6'
H=6'
H=6'
40
11
17
15
15
17
EL
EV
R=
83
3.9
3
EL
EV
S=
83
3.6
8
H=4.15'
EL
EV
S=
84
0.5
5
EL
EV
S=
83
4.3
9
EL
EV
S=
83
4.1
017
11
11
11
EP
86.00'-18" RCP CL IV S
=0.0936
58.00'-18" RCP CL IV S=0.0895
13.60'-18" RCP CL IV
2O.15'-18" RCP CL IV S=0.0400
8.00'-
18" R
CP
15 CONSTRUCT MH NO. 4 PER STD MH254.
CONSTRUCT CONCRETE COLLAR PER STD M803.
CONSTRUCT JS NO.4 PER STD JS229.
TO BE RELOCATED BY OTHERS.
15
TRANSPORTATION DEPARTMENT
MAINTAINED BY RIVERSIDE COUNTY
TRANSPORTATION DEPARTMENT
MAINTAINED BY RIVERSIDE COUNTY
TRANSPORTATION DEPARTMENT
MAINTAINED BY RIVERSIDE COUNTY
TRANSPORTATION DEPARTMENT
MAINTAINED BY RIVERSIDE COUNTY
S=0.201
NOTES
845
840
835
830
850
845
840
835
830
850
835
840
845
850
É TAOS DRIVE
É 78" STORM DRAIN
G2
SS8
É TAOS DRIVE
É 78" RCP
É 29TH STREET
SS8
G2
SS8
W4G2W6
É 29TH STREET
G2
É 78" STORM DRAIN
É 78" STORM DRAIN
W8
G2
W6
SS8
W6
G3
É 29TH STREET
845
840
835
830
855
850
845
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
BELLTOWN LINE D
850
855
845
840
835
830
850
835
840
845
840
835
830
850
C=6'
ST
A 10
+03.2
5
ST
A 10
+2
3.3
5
ST
A 10
+3
0.0
0
STA 10+00
STA 10+00
STA 10+00
STA 10+00
ST
A 10
+15.2
3
ST
A 10
+03.2
3
ST
A 10
+03.2
2
ST
A 10
+8
7.8
7
ST
A 10
+60.9
9
ST
A 10
+03.2
2
ST
A 10
+06.0
4
CONNECTOR PIPE
CONNECTOR PIPE
CONNECTOR PIPE
CONNECTOR PIPE
EL
EV
83
8.7
5
EL
EV
83
5.8
0
EL
EV
84
0.3
0
EL
EV
84
8.4
1
EL
EV
83
8.8
7
3
3
3
3
CP-5
CP-4
CP-6
CP-3
P8 NUMBER: 123456
13'
CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD NO. 300.
DATE:
APPROVED BY:
TRANSPORTATION DEPARTMENT
COUNTY OF RIVERSIDE
CONSTR. SET: MNTH DAY, YR
LW
LVL
LW
LVL
LC 2
1
LC
LW
LVL
LC
0
1
0
0
LW
LVL
LC 38
3
LW
LVL
TXT .12
2
LW
LVL
TXT .12
2
LW
LVL
LC 0
3
AC= BUB1
LW
LVL
TXT .14
2
LW
LVL
TXT .14
2
LW
LVL
TXT
3
.175
AC= NOTE1
LW
LVL
LC 0
3
LW
LVL
LC 4
2
LW
LVL
LC 0
3
LW
LVL
LC 0
1
LIB=
LIB=
LW
LVL
LC 0
2
LW
LVL
LC
2
3
INFORMATIONAL NOTE
LW
LVL
TXT .12
2
RCFCD CELLS
RCFCD CELLS STRUCTURES
CONCRETE
TEXT
TEXT
TEXT
TEXT
MAJOR
PROFILE GRID
MINOR
PROFILE GRID
TEXT
TEXT
STRUCTURE
CONCRETE
PIPELINE
EXISTING GROUND
EXISTING GROUND UNPAVED
PIPELINE
EXISTING GROUND
EXISTING GROUND PAVED
TEXT
TEXT
UTILITIES
INFORMATIONAL NOTE
INFORMATION FROM OTHER SHEETS
DO NOT DUPLICATE NOTES/
LW
LVL
TXT
3
.175
TEXT
RCFCD CELLSLIB=
AC= CONNECTOR PIPE SYMBOL
LABELED OTHERWISE
NO. 1 STENCEL UNLESS
ALL TEXT STYLE WILL BE
DRAFTING MANUAL
July 2018
APPENDIX A-5
DETAIL SHEET EXAMPLE
0'-
6"
6'-0"
1' 1'0
1' 1'0
TECHNICIAN
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
7 11
STAGE 3
STRUCTURAL DETAILS
•" THICK Ð 3" WIDE
0'-9"
2'-
6"
TO É ROADWAY
VERTICAL AND HORIZONTAL
(ALTERNATE 90° AND 135° ENDS
ON CONSECUTIVE CROSS-TIES
PLACE PARALLEL
1
1.5
É ABUTMENT
3- 7
8- 9 BARS
3'-0"
4'-
0"
OF HOOK)
(ALTERNATE DIRECTION
12"
4"
3'-
0"
VA
RIE
S
8'-
2" T
O
8'-
8"
2'-
4"
1'-6" 1'-6" MAIN SLAB
REINFORCEMENT
SECTION B
ELEV 1411.10
BOTTOM OF FOOTING
6"
8- 8 BARS
#
#
#
12"
3•"
1'-6" 12" 4'-0"
6'-6"
8"
1'-
4"
VA
RIE
S
8' T
O
10'
A
#
#
#
#
#
#
SECTION 8'-0"
FINISH GRADE
2% SLOPE
4 @ 18" OC
7 @ 12" OC
4 @ 12" OC
CJ
6 @ 12" OC
4 @ 18" OC
3" CLR
STD B0-3
PER CALTRANS
PERVIOUS BACKFILL
WEEP HOLE AND
EXP JOINT FILLER
2" CLR
CJ
CJ
CONC CHANNEL
#
#
#
#
4 @ 12"#
3" CRUSHED SLAG
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DRAWN BY:
DESIGNED BY:ENGINEER
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
LINE J
PERRIS VALLEY MDP
#
#
#
P8 NUMBER: 123456
2" CLR TYP
6 @ 6" OC
8 @ 12" OC
8 @ 12" OC
7 @ 12" OC
2" CLR TYP
6 @ 12" OC
7 @ 12" OC
8- 5 @ 12" OC LONGITUDINALLY
10 @ 12" OC
-25-
-25-
ELEV 1411.10
BOTTOM OF FOOTING
DATE:
APPROVED BY:
TRANSPORTATION DEPARTMENT
COUNTY OF RIVERSIDE
CONSTR. SET: MNTH DAY, YR
LW
LVL
DIA .162
2
DIA= .0625
BL
AC= ARROW1
SCALE= .25
DETAIL
01SC
LW
LVL
TXT .12
2
1LW
LVL
LC 0
LW
LVL
LC 0
5
LW
LVL
LC
3
0
LW
LVL
LC 4
1
LW
LVL
LC 0
3
LW
LVL
LC 0
1
LW
LVL
LC 0
3
LW
LVL
LC 0
1
LW
LVL
TXT .12
2
AC=
LIB=
AC=
LIB=
AC=
LIB=
AC=
LIB=
ARROW3
AC=
LIB=
PAT2
AC=
LIB=
DIRT
LIB= RCFCD CELLS
AC=
LIB=
ARROW2
DIMENSION
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
RCFCD CELLS
STRUCTURE
CONCRETE
REBAR
DIMENSION
TEXT
REBAR
CENTERLINE
TEXT
TEXT
REBAR
LW
LVL
TXT .12
TEXT
2
LW
LVL
TXT .12
TEXT
2
LW
LVL
TXT .12
DIMENSION
2
TEXT
INFORMATIONAL NOTE INFORMATIONAL NOTE
PROPOSED
REINFORCING STEEL IS
SHALL BE USED WHERE
NO HATCH PATTERNS
LABELED OTHERWISE
NO. 1 STENCEL UNLESS
ALL TEXT STYLE WILL BE
DRAFTING MANUAL
July 2018
APPENDIX A-6
PAVING SHEET EXAMPLE
GNV
GNV
GNV
GATE
UNABLE TO FIELD VERIFY
GNV
GATE
18" CMP
2.6' WOOD RAIL
GRAVEL
ROCKS
TEL/TV4' BLOCK
2 X 12
" CMP
TE
L
TEL
COULD NOT
FIELD VERIFY
GN
V
GN
V
GN
V
GN
V
GN
V
GNV
TEL/TV
5' CHAIN LINK
GATE
WO
OD
5.4'
TEL/TV
DIRT
DIRT
CONC.
4.5' BLOCK
T
PV
C
APPROX. LOCATION
T
4.4' BLOCK &
WR
OU
GH
T IR
ON
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
CITY OF HEMET
APPROVED BY:
DATE:
CITY ENGINEER
EP
EP
EP
EP
EP
EP
EP
STA 34+00 TO STA 43+00
C&G C&G
PAVING AND EARTHWORK PLAN
71'
25'
22'
STAGE 1
LITTLE LAKE MDP
LINE BENGINEER
TECHNICIAN
0-0-0000
0-000
118
LINCOLN AVENUE PAVING TYPICAL SECTION
39
37
38
37 383837
43
44
42
TRENCH LIMITS
HMA AND AB REPLACEMENT WITHIN
SS
15
SS
15
SS12S
É PARK AVENUE
É
LIN
CO
LN
AV
EN
UE
É MERIDIAN STREET
37
38
39
020' 20'
020' 20'
34+00 35+00
36+00
37+00
38+00
R/W
R/W
38+00
39+00 40+00
41+00 42+00
43+00
R/
W
R/
W
R/W
R/W
VARIES
NTS
TRENCH LIMITSVARIES
É LINCOLN STREET
É 24" RCP
OR
EP
ME
ET
GU
TT
ER
OR
EP
ME
ET
GU
TT
ER
6" AB
4.5"
NOTES
G2
G2
G2
G2
G2
SD12
G2
TV
T
TT
W4
W2
W2 W2
W8
W12
W4
W4
W4
W8 W8
T/TV
T
T
T
G2
G2
T
T
T
T
W4W4
W12
W12
PROJECT NO.
DRAWING NO.
SHEET NO.
OF
APPROVED BY:
DATE:
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
RECOMMENDED FOR APPROVAL BY:
DATE:
DRAWN BY:
DESIGNED BY:
DATEAPPR.DESCRIPTION
REVISIONS
REF.
1.5"361.5"
36
HMA GRIND / OVERLAY LIMITS
APPLICABLE FEDERAL, STATE AND LOCAL LAWS.
STANDARD SPECIFICATIONS (LATEST EDITION) AND ALL OTHER
IN COMPLIANCE WITH SECTION 84 OF THE CALTRANS
ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE
CENTERLINE, WHITE EDGE LINES AND REFLECTIVE PAVEMENT.
INSTALL/REPLACE ALL DISTURBED STRIPING, YELLOW
TO GRADE AS REQUIRED.
PROTECT IN PLACE ALL MANHOLES/VALVES. ADJUST
SEE TYPICAL EARTHWORK AND PAYLINE DETAIL, SHEET 27.
PLACE 'CLASS 2' AGGREGATE BASE.
PAVE WITH 'TYPE A' HOT MIX ASPHALT.
GRIND EXISTING ASPHALT TO THE DEPTH SHOWN.36
P8 NUMBER: 123456
G
G2
G
CONSTR. SET: MNTH DAY, YR
LW
LVL
LC 0
0
FILL SHAPES
LW
LVL
LC 0
0
FILL SHAPES
LW
LVL
LC 0
0
HATCHING
SUPPLEMENT PATTERNS
45° HATCH
LW
LVL
LC 0
0
HATCHING
60° HATCH
LW
LVL
LC 0
0
PATTERNS
45°CROSS HATCH
(USE AS NEEDED)}
225,225,225
180,180,180FILL
RGB
FILL
RGB
LW
LVL
LC 0
0
FILL SHAPES
225,225,225FILL
RGB
LW
LVL
LC 0
0
FILL SHAPES
180,180,180FILL
RGB
DRAFTING MANUAL
July 2018
APPENDIX A-7
TRAFFIC CONTROL / DETOUR SHEET EXAMPLES
RIP-RAP
RIP-RAP
RIP-RAP
ASPH.
DR
AIN
INLET
COULD NOT
TRACE TEL
RISER EMPTY
TEL/TV
E
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
CITY OF HEMET
APPROVED BY:
DATE:
CITY ENGINEER
TRAFFIC CONTROL SHEET
CONSTRUCTION SIGNS
DIRECTION OF TRAVEL
LEGEND
CONSTRUCTION AREA
TYPE III BARRICADE
R11-2
CONES
NTS
ROAD CLOSED
13'
12'
R11-
2
W20-2 DETOUR AHEAD
W20-3 ROAD CLOSED AHEAD
M4-10(RT)
M4-10(LT)
DETOUR RIGHT (INSIDE ARROW)
DETOUR LEFT (INSIDE ARROW)
CALTRANS STD T3A
TEMPORARY RAILING (TYPE K)
FLASHING ARROW SIGN
350'
W20-1 ROAD WORK AHEAD
R9-11A
R9-11A
CROSS HERE
SIDEWALK CLOSED -
12'
R3-3
R3-2
R3-1
R3-2
NO RIGHT TURN
NO LEFT TURN
R5-1
R3-2
R11-2
R3-1
R3-1
R3-2
R3-3 NO TURN
R5-1 DO NOT ENTER
ACCESS
DRIVEWAY
MAINTAIN
ACCESS
DRIVEWAY
MAINTAIN
W2
0-
3
W20-3
350'
R9-9 SIDEWALK CLOSED
R9-9
APPROVED BY:
DATE:
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
STAGE 1 0-0000
LITTLE LAKE MDP
LINE B0-0-00000
R/W
R/W
R/W
R/W
R/
W
R/
WR/
W
R/
W
MERIDIAN STREET
CRASH CUSHION
NOTES
CLOSED AT
SPECIAL SIGN NO. 1 DETAIL
64TH STREET
COREY STREET
POST "NO PARKING" DATE/TIME THROUGH WORK ZONES.
ARE BLOCKING THEM FROM VIEW.
ADDITIONAL "STOP" SIGNS MAY BE NEEDED IF EQUIPMENT/WORKERS
1 WEEK PRIOR TO CLOSING THE ROADWAY.
SPECIAL CONSTRUCTION SIGNS SHALL BE POSTED A MINIMUM OF
MAINTAINED AT ALL TIMES.
PRIVATE PROPERTY AND EMERGENCY ACCESS SHALL BE
DURING HOURS OF DARKNESS.
C18 SIGNS AND TYPE III BARRICADES USED AT THE WORK AREA
FLASHING YELLOW BEACONS, TYPE B, SHALL ILLUMINATE ALL
BORDER ON AN ORANGE REFLECTIVE BACKGROUND.
USING MINIMUM 3" UPPER CASE BLACK LETTERS AND A BLACK
SPECIAL CONSTRUCTION SIGNS SHALL BE MANUFACTURED
(CALIFORNIA MUTCD MONTH DAY, 20__ EDITION.)
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
ENGINEER OR RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY THE
TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC
THESE ARE THE MINIMUM TRAFFIC CONTROL REQUIREMENTS. ADDITIONAL
10/22/2002 TO 03/30/2003
FLORIDA AVENUE LANE CLOSURE
51.
52.
53.
54.
55.
56.
57.
58.
59.
PROJECT NO.
DRAWING NO.
SHEET NO.
APPROVED BY:
DATE:
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
RECOMMENDED FOR APPROVAL BY:
DATE:
DATEAPPR.DESCRIPTION
REVISIONS
REF.
EACH WORK DAY.
ADEQUATELY PROTECTED FROM PUBLIC ACCESS AT THE END OF
ALL TRENCHES SHALL BE BACK FILLED, PLATED, OR OTHERWISE
6'
4'
OF TC6TC1
ENGINEER
TECHNICIANDRAWN BY:
DESIGNED BY:
P8 NUMBER: 123456
CONSTR. SET: MNTH DAY, YR
LW
LVL
TXT
LW
LVL
TXT
AC=
TEXT
TEXT
.175
3
.14
2
LW
LVL
LC 0
3
LW
LVL
LC 0
2AC=
AC= FAS
AC=
LW
LVL
TXT
TEXT
.12
2
AC= K-RAIL
CONES
DIMENSION
TRAFFIC SYMBOLS
AC= BAR3
FLOW
SIGN_1
LW
LVL
TXT
3
.20
AC= NOTES
TEXT
INFORMATIONAL NOTE
ON PLANS IF APPLICABLE
WORDING TO BE SHOWN
SPECIAL CONSTRUCTION SIGN
AC=
LIB= RCFCD CELLS
SIG1
LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
STREET CLOSURE SIGNING
NOTES
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
TEMPORARY BENCH MARK
DATE:
APPROVED BY:
TRANSPORTATION DEPARTMENT
COUNTY OF RIVERSIDE
STORM DRAIN
PEDLEY - 64TH STREET
R3-1
R3-2
R11-2
M4-8
M4-8a
SC9 (CA)
CLOSED AT
SPECIAL SIGN NO. 1 DETAIL
64TH STREET
COREY STREET
POST "NO PARKING" DATE/TIME THROUGH WORK ZONES.
ARE BLOCKING THEM FROM VIEW.
ADDITIONAL "STOP" SIGNS MAY BE NEEDED IF EQUIPMENT/WORKERS
1 WEEK PRIOR TO CLOSING THE ROADWAY.
SPECIAL CONSTRUCTION SIGNS SHALL BE POSTED A MINIMUM OF
MAINTAINED AT ALL TIMES.
PRIVATE PROPERTY AND EMERGENCY ACCESS SHALL BE
DURING HOURS OF DARKNESS.
C18 SIGNS AND TYPE III BARRICADES USED AT THE WORK AREA
FLASHING YELLOW BEACONS, TYPE B, SHALL ILLUMINATE ALL
BORDER ON AN ORANGE REFLECTIVE BACKGROUND.
USING MINIMUM 3" UPPER CASE BLACK LETTERS AND A BLACK
SPECIAL CONSTRUCTION SIGNS SHALL BE MANUFACTURED
(CALIFORNIA MUTCD MONTH DAY, 20__ EDITION.)
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
ENGINEER OR RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY THE
TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC
THESE ARE THE MINIMUM TRAFFIC CONTROL REQUIREMENTS. ADDITIONAL
10/22/2002 TO 03/30/2003
SC9 (CA)
SC9 (CA)
R11-2
M4-8(LT)
M4-8(RT)
M4-8(LT)
M4-8(RT)M4-8(LT)
M4-8(RT)
M4-8a
M4-8a
R3-1
R11-2
TRAFFIC DETOUR PLAN
51.
52.
53.
54.
55.
56.
57.
58.
59.
DIRECTION OF TRAVEL
END CONSTRUCTION
C18
C13
LEGEND
ROAD CONSTRUCTION AHEAD
CONSTRUCTION AREA
DETOUR AHEAD
DETOUR
ROAD CLOSED
NO RIGHT TURN
NO LEFT TURN
END DETOUR
TYPE III BARRICADE
NTS
CO
RE
Y
DO
WN
EY
ST
ST
63RD ST
64TH ST
LIMONITE AVE
ST
BA
KE
R
C18
C18
C18
TRAFFIC CONTROL SIGNS
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
DATE:
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
DATE:
EACH WORK DAY.
ADEQUATELY PROTECTED FROM PUBLIC ACCESS AT THE END OF
ALL TRENCHES SHALL BE BACK FILLED, PLATED, OR OTHERWISE
6'
4'
TC6TC2
ENGINEER
TECHNICIANDRAWN BY:
DESIGNED BY:
P8 NUMBER: 123456
CONSTR. SET: MNTH DAY, YR
LW
LVL
LC
LW
LVL
LC
AC=
LW
LVL
LC
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
TXT
.17
3
0
2
0
2
4
1
.12
2
LW
LVL
TXT .14
2
3
.20
.12
2
.21
3
LIB=
NORTH
AC=
LIB=
AC= BAR3
AC= SIGN
AC= ARROW1
AC= NOTES
RCFCD CELLS
SIG1
RCFCD CELLS
TEXT
TEXT
PATTERNS
ACCESS ROAD
STREET
CENTERLINE
TEXT
TEXT
TEXT
TEXT INFORMATIONAL NOTE
INFORMATIONAL NOTE
ON PLANS IF APPLICABLE
WORDING TO BE SHOWN
SPECIAL CONSTRUCTION SIGN
LABELED OTHERWISE
NO. 1 STENCEL UNLESS
ALL TEXT STYLE WILL BE LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
LIB= RCFCD CELLS
DRAFTING MANUAL
July 2018
APPENDIX A-8
MAINTENANCE PLAN SHEET EXAMPLE
ZERO MAINTENANCE LIMITS
DIRT
CONCRETE
ZERO MAINTENANCE LIMITS
ROUTINE MAINTENANCE ALLOWED
11
020' 20'
MAINTENANCE PLAN
STAGE 1
FOSTER RD SD
TEMESCAL CREEK
11
TC
E
ENVIRONMENTALLY SENSITIVE AREA
16
+00
2:1 SLOPE 2:1 SLOPE
4:1 S
LO
PE
4:1 S
LO
PE
TOE OF SLOPE
TOE OF SLOPE
LIMITS OF GRADING
LIMITS OF GRADING
2%
2%
2%
2%
STREAM BANK TOE
MEET EXISTINGMEET EXISTING
LIMITS OF GRADING
TC
E
12
+00
14
+00
15+00
845
13
+00
PLAN
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
PROJECT NO.
DRAWING NO.
SHEET NO.
OF
APPROVED BY:
DATE:
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
RECOMMENDED FOR APPROVAL BY:
DATE:
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0000
0-0-00000
1
2
3
4
5
6
MAINTENANCE NOTES
38'
15'15'
29'15'
NESTING SEASON OF MARCH 15 TO SEPTEMBER 15.
ALL MAINTENANCE MUST OCCUR OUTSIDE OF THE
DOWNSTREAM END OF THE CHANNEL.
CONDITIONS WITH NO FLOW OUT OF THE
MAINTENANCE SHALL OCCUR IN DRY, NON-RAINY
NECESSARY.
OUTSIDE OF "NO MAINTENANCE ZONE" AS
REPAIR EROSION AREAS AND REMOVE SEDIMENT
DELINEATING "NO MAINTENANCE ZONE"
MONITOR AND REPAIR AS NECESSARY SIGNS
ZONE"
MOWING PROHIBITED IN "NO MAINTENANCE
SHEET X-Y FOR MIX.
MAINTENANCE ZONE" AS NEEDED SEE
HYDROSEED DISTURBED AREA OUTSIDE OF "NO
DATE:
APPROVED BY:
TRANSPORTATION DEPARTMENT
COUNTY OF RIVERSIDE
LEGEND
ENGINEER
TECHNICIANDRAWN BY:
DESIGNED BY:
P8 NUMBER: 123456
CONSTR. SET: MNTH DAY, YR
REGULATORY PERMITS.
COORDINATED WITH
SHOWN. FINAL NOTES TO BE
EXAMPLE MAINTENANCE NOTES
TCE
3
3
RIPRAP-BOULDERS
CONCRETE
LW
LVL
LC 0
0
FILL SHAPES
LW
LVL
LC 0
0
FILL SHAPES
LW
LVL
TXT
LW
LVL
TXT
LW
LVL
LC
AC=
LIB= RCFCD CELLS
TEXT
TEXT
.175
3
.12
2
DIMENSION
0
1
LW
LVL
TXT
TEXT
.175
3
LW
LVL
TXT
TEXT
.12
2
LW
LVL
LC
AC=
LIB= RCFCD CELLS
INFORMATIONAL NOTE
FILL
RGB255,255,255
AC=
LIB= RCFCD CELLS
SIG1
DRAFTING MANUAL
July 2018
APPENDIX B
BORDER SHEET
34.9"
32.4"2" •"
•"
•"
21.7
"
20.7
"
BASE SHEET SEED FILE
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DATEAPPR.DESCRIPTION
REVISIONS
REF.
0-0-0000
BURIED
CABLE
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
1-800-227-2600
PROJECT NO.
DRAWING NO.
SHEET NO.
0-000
M XY
STAGE
PROJECT NAME
SHEET
BENCH MARK
MICROSTATION FILE NAME = "RCFCD BORDER.DGN"
ENGINEER
TECHNICIANDRAWN BY:
DESIGNED BY:
P8 NUMBER: 123456
CONSTR. SET: MNTH DAY, YR
DRAFTING MANUAL
July 2018
APPENDIX C
CELLS
0 1' 1'
0 2' 2'
3' 3'0
04' 4'
5' 5'0
0 10'10'
020' 20'
040' 40'
050' 50'
060' 60'
SECTION
DETAIL
HYDRAULIC DATA
10
10
Q =
V =
cfs
fps
100
100
Q =
V =
HYDRAULIC DATA
cfs
fps
c'=
c=
s=
y=
DI
DROP INLET
RCFCD CELL LIBRARY (SHEET 1)
0?
1 SCALE
2 SCALE
3 SCALE
4 SCALE
5 SCALE
10 SCALE
20 SCALE
40 SCALE
50 SCALE
60 SCALE
60SC
50SC
40SC
20SC
10SC
05SC
04SC
03SC
02SC
01SC
HD10
HYDRAULIC DATA 10
HYDRAULIC DATA 100
HD100
STRESS
ALLOWABLE CONC. STRESS
NORTH
NORTH ARROW
DETAIL
DETAIL AND SECTION
CURVE
CENTERLINE CURVE DATA
CB7
7 FOOT CATCH BASIN
CB14
CB21
14 FOOT CATCH BASIN
21 FOOT CATCH BASIN
PAT1
CONCRETE PATTERN
PAT3
RIPRAP PATTERN 1
PAT4
RIPRAP PATTERN 2
PAT2
SAND OR SLAG PATTERN
ARROW1
REGULAR ARROW HEAD
ARROW2
GENERAL AREA ARROW HEAD
ARROW3
BL
BROKEN LINE
BUB2
CURVE DATA BUBBLE
BUB1
BUBBLE
POINT1
ARROW POINTER 1
POINT2
ARROW POINTER 2
ANGLE
ANGLE POINT SYMBOL
DIRT
EARTH SYMBOL
TERMIN
SLOPE TERMINATOR
TYPCAL
TYPICAL SECTION MARKER
SBORE
SOIL BORING SYMBOL
% OF SLOPE ARROW
Cone
Bar3
K RAIL
FLOW
FLASH
FLAG
FAS
SIGN 1
SIGN 2
SIGN
ARROW5
ARROW4
ARROW3
ARROW2
ARROW
ARROW1
ARROW9
ARROW6
BEACON
ARROW10
TRANSPORTATION DEPARTMENT
MAINTANED BY RIVERSIDE COUNTY
CONNECTOR PIPE CP-03
GENERAL NOTES
2.
3.
4.
5.
TAKEN LOOKING DOWNSTREAM.
COUNTY STANDARD PLANS.
6.
7.
9.
8.
11.
12.
10.
1.
BASE OR AS SPECIFIED BY THE ENGINEER.
ALL RECONSTRUCTION, RESURFACING AND PAVEMENT DELINEATION,
CURBS, SIDEWALKS AND OTHER IMPROVEMENTS ARE TO BE RECON-
STRUCTED IN KIND AT THE SAME LOCATIONS AND ELEVATIONS AS
THE EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED.
ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION.
TOPOGRAPHY BY DIGITAL PHOTOGRAMMETRIC METHODS. AERIAL
PHOTOGRAPHS TAKEN AT AN ALTITUDE NOT TO EXCEED A FLYING
STANDARD DRAWINGS CALLED FOR ON THE PLAN & PROFILE SHALL
ELEVATIONS AND LOCATIONS OF UTILITIES WERE OBTAINED FROM
ALERT AT 1-800-227-2600. ALL UTILITIES SHALL BE PROTECTED
IN PLACE EXCEPT AS NOTED ON PLANS AND SPECIFICATIONS.
PLANS. 48 HOURS BEFORE EXCAVATION CALL UNDERGROUND SERVICE
AVAILABLE INFORMATION AND ARE SHOWN APPROXIMATELY ON THESE
THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES
REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR
THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS.
ALL OPENINGS RESULTING FROM CUTTING OR PARTIAL REMOVAL OF
EXIST. CULVERTS, PIPES, OR SIMILAR STRUCTURES TO BE ABANDONED,
HEIGHT TO CONTOUR INTERVAL RATIO OF 1800. PHOTOGRAPHY
UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL
CONFORM TO RCFC & WCD STD DRAWINGS, OR CALTRANS/CITY/
THE VERTICAL DATUM IS DERIVED FROM NAVD 88 (COH 88).
ALL CHANNEL/STORM DRAIN REFERENCES AND CROSS SECTIONS ARE
M815 UNLESS SHOWN OTHERWISE ON THESE PLANS.
BEDDING AND PAYLINES ARE SHOWN ON RCFC STANDARD DRAWING
BE 4" TYPE "B" HOT ASPHALT MIX OVER 6" CLASS 2 AGGREGATE
SHALL BE SEALED AT BOTH ENDS WITH 6" MINIMUM CLASS "B" CONCRETE.
DATED 00/00/0000.
INDICATES APPROX. SOIL BORING LOCATION PER SOILS REPORT
DATED 00/00/0000.
THE HORIZONTAL DATUM IS DERIVED FROM NAD83(YEAR) EPOCH 2011.0,
AND CALIFORNIA STATE PLANE, ZONE 6
STD JS000, A=90°, UNLESS OTHERWISE NOTED.
13. ALL JUNCTION STRUCTURES SHALL BE JS NO.0 PER RCFC
CURVE DATA
E 62130072.800
A
90°02' 10"45.00'
45.03'
70.71'
STA. 17+18.57
STA. 17+89.29
B
N 23124247.700
E 62132064.800
90°04' 39"45.00'
45.06'
70.75'
STA. 19+45.86
STA. 20+16.61
N 23122718.700
CONNECTOR PIPE PROFILE
A
A
- -
A
- -
- -
-3-
GENERAL NOTES
NOTES FOR TITLE SHEET
RIVERSIDE
CORONA
TEMECULA
MURRIETA
PERRIS
MORENO
VALLEY
HEMETIDYLLWILD
ANZA
AGUANGA
ELSINORE
BEAUMONT
SAN JACINTO
BANNING
243
371
111
10
10
10
15
15
79
79
7974
74
74
74
60
79
74
215
215
111
PALM
SPRINGS
LAKE
LAKE
LAKE
LAKE
PERRIS
SKINNER
ELSINORE
MATHEWS
HEMET
RESERVOIR
60
NORCO
RIV
ER
SIDE
COUNTY
COUNTY
OR
AN
GE
RIVERSIDE COUNTY
SAN BERNARDINO COUNTY
SAN DIEGO CO.
SAN DIEGO CO.
RIVERSIDE CO.
91
VICINITY MAP
N.T.S.
CALIMESA
DESERT
HOT SPRINGS
LAKE
VAIL
RESERVOIR
EASTSIDE
62
VICNTY
RIV. CO. VICINITY MAP
DATE:
APPROVED BY:
TRANSPORTATION DEPARTMENT
DEPUTY DIRECTOR OF TRANSPORTATION
COUNTY OF RIVERSIDE
DATE:
APPROVED BY:
CITY OF RIVERSIDE
PUBLIC UTILITIES-WATER DIVISION
DIRECTOR OF UTILITIES
DATE:
APPROVED BY:
PUBLIC WORKS DEPARTMENT
CITY ENGINEER
DATE:
APPROVED BY:
CITY ENGINEER
TWO WORKING DAYS BEFORE YOU DIG
Don't Dig...Until You Call U.S.A. Toll Free
for the location
of buried
utility lines.
Don't disrupt
vital services.
BURIED
CABLE
SUBJECT TO REVISION
1 2
R
L
T
3 4 5 6
NORTHING
EASTINGP.I.
7CURVE DATA
00.00
0°00' 00"
00.00
00.00
0000000.000
0
0
Ê
0000000.000
SIG1
CO. OF RIV. SIGNATURE
SIG2
CITY OF RIV. SIGNATURE
SIG4
SIG3
GENERIC SIGNATURE (PUBLIC WORKS)
GENERIC SIGNATURE CITY OF
DIG
DIG ALERT STAMP
NOTE1
UTILITY NOTE
PRELIM
PRELIMINARY STAMP
MULTIPLE CURVE DATA TABLE
GIS ATTRIBUTE FORM
GIS
RCFCD CELL LIBRARY (SHEET 2)
STRUCTURE A C
JS NO. 3 5'
90°JS NO. 3 5'
90°
MANHOLE / JUNCTION STRUCTURE DATA
WALL STATIONÉ STATIONLATERAL
CP-01
CP-02
15+23
15+48
15+23
15+48
TABLE
1-800-227-2600
NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
CITY OF ????
CITY OF ????
UTILITIES UNLESS OTHERWISE NOTED.
B.C.
E.C.
MULTIPLE MANHOLE / JUNCTION STRUCTURE DATA TABLE
CURVE DATA TABLE
PROJECT NAME
PROJECT NUMBER
DRAWING NUMBER
OWNER
TYPE
RCFC
1-248
PEDLEY - 64TH STREET STORM DRAIN
1-0-0139-00
UNDERGROUND STORM DRAIN
* CALTRANS
* RCFC
* COUNTY
* CITY ( BY NAME OF CITY )
* OTHER ( HAVE SPACE TO ENTER
DEVELOPER/OWNER NAME )
* OPEN CHANNEL
* UNDERGROUND STORM DRAIN
* BASIN
* OTHER
* JURISDICTIONAL DAM
* LEVEE
P8 NUMBER 123456
COPO AGREEMENT P8 NUMBER 012345
DATE PLANS SIGNED 00/00/0000
DI End Pipe
CB-Prof_V4_CF6 CB-Prof_V4_CF8 TEL TV- PhotoLocation
Unknown Utility Electric
Drain Area Target
Traffic Signal Hyd-Flow Hyd-flow2 Hyd-Flow Summary
Hyd-Flow Summary-V Node Descriptor
Centerline Node Descriptor 2 Node Descriptor 3
Arrow-Leader
Arrow-North TCE Easement
EP Sheet_8.5x11
Slope Dagger Slope Arrow Concrete Barrier -Portable CL Fence Post CW Fence Post G01 G02 G03
G04 G06 G08 G10 G12 G14 G16 G18 G20 G24
G30 SD24 SD30 SD36 SD48 SS04 SS06 SS08 SS10 SS12
SS15 SS18 SS21 SS21-SS6 SS24 SS27 SS30 SS33 SS36 SS39
W02 W04 W06 W08 W30 Waterline Service W10 W12 W14 W16
TEL
C/TV
UNKE
G.0
41.6 AC TRAF 60" RCP
256 CFS
60" RCP
256 CFS
rLtLk
B
60" RCP
256 CFS
rLtLkB
60"
RC
P
256
CF
S
1
C/L
3.6 22.5
TCE ESMT
EP
RCFCD CELL LIBRARY (SHEET 3)
PLACED ACCORDING TO THE DISTRICT STANDARD DRAWING NO. BOX 401.
CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE 25
VELOCITIES EXCEEDING 30 FEET PER SECOND.
BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOR
EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL
A MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES
INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING AND INCREASED TO
THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE 24
AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK.
THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE23
THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS.
OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE
APPROVAL OF THESE PLANS BY THE DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER22
WATER AND DAMAGE TO ADJACENT PROPERTIES.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE21
SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY 20
STANDARD DRAWINGS UNLESS NOTED OTHERWISE.
STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT19
IMPROVEMENTS UNLESS OTHERWISE NOTED.
RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING
ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE18
CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED.
CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING17
CONNECTOR PIPE.
"V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF 16
LOCATIONS SHOWN ARE APPROXIMATE.
BH-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED .15
ABOVE THE TOP OF THE PIPE.
THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM
FOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2,000 PSI) SHALL BE USED.
PIPE BEDDING SHALL CONFORM TO THE DISTRICTS STANDARD DRAWING NO. M815 EXCEPT14
(JS 229) UNLESS OTHERWISE NOTED.
PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 413
"B" CONCRETE.
PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASS
OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS,12
HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS SPECIFIED BY THE ENGINEER.
UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE 4" TYPE "B"11
ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 10
ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. 9
AMERICAN DATUM (NAD 83), CALIFORNIA COORDINATE SYSTEM (CCS), ZONE 6 AND EPOCH .
ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON THE NORTH 8
AMERICAN VERTICAL DATUM (NAVD 88).
ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE NORTH 7
ALERT 1.800.227.2600.
FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE 6
INTERSECTION STATIONS.
STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE 5
ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 4
(20) PRIOR TO CONSTRUCTION.
WILL BE PERFORMED BY THE DISTRICT. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS
CONTACT CONSTRUCTION MANAGEMENT AT 951.955.1288 IF CONSTRUCTION INSPECTION3
MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.
PERMIT IS REQUIRED FROM THE DISTRICT. AFTER THE PERMIT IS ISSUED THE DISTRICT
CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN ENCROACHMENT2
RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE.
DRAWINGS OF THE STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND
DATED JUNE 24, 2008, AND THE DISTRICT'S STANDARD MANUAL. FOR THE LATEST
FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S M.O.U STANDARD SPECIFICATIONS
THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY
THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON1
GENERAL NOTES
NOTES FOR TITLE SHEET
DEVELOPERS GENERAL NOTES
W18 W20 W24
Scale 30Scale 3 Scale 80 Scale 100 Scale 120 Scale 150 Scale 180 Scale 200 Scale 250
Scale 300 Scale 400 Scale 500 Scale 600 Scale 800 Scale 1000 Scale 1200 Scale 2000 Scale 3000 Centerline Street
SECTION Power Pole wall fence Block Wall 6 Sngl Box 8x4 Dbl Box 8x5 Steet Light Right power pole sym EO Irr14
W42A Sngl Box 13x5 Centerline Section Centerline Profile RW Street Section RW Property Line Section RW Property Line Profile Gas Fiber Rolls Fiber Rolls2
Palm Tree RW Street Profile SD48 RCP Street Light Left Detail Title Section Title Section Horiz
Section Vert
RCB 8'WX4'H XSec Loc
Centerline Monroe St Centerline Storm Drain SE-7 SD42 SD54 SD60
DETAIL
-
A SECTION
-
A
-
A
-
A
0
30'
30'
0
3'
3'
0
80'
80'
0
100'
100'
0
120'
120'
0
150'
150'
0
180'
180'
0
200'
200'
0
250'
250'
0
300'
300'
0
400'
400'
0
500'
500'
0
600'
600'
0
800
800'
0
1000'
1000'
0
1200'
1200'
0
2000'
2000'
0
3000'
3000'
É
É
R/W
R/W
R/
W
FR
FR
R
/
W
MONROE STREET
ÉFRONTAGE
RD
ÉÉ
STORM DRAI
N
RCFCD CELL LIBRARY (SHEET 4)
DRAFTING MANUAL
July 2018
APPENDIX D
LEVELING GUIDE
DRAFTING MANUAL
July 2018
Level Name Description
Access Road Proposed Access Roads, Edge of Road, Edge of Pavement
Aerial Aerial Maps, Raster, All Images
Alignment Bearings Bearings and Distances Along Alignment
Alignment Cardinal Stations BC and EC Station Callouts
Alignment Centerline Proposed Centerline Alignment
Alignment Curve Data Inroads Generated Curve Data
Alignment Event Points Specific Pts Adjacent to & Along ALG, Ex. Potholes
Alignment Mainline Proposed ALG Line work, Walls of Pipe, etc.
Alignment Major Stations Mainline Stations and Tic Marks
Alignment Points POB, POE, PI's, BC's and EC Symbols
Alignment Radius + A Curve Radius Callouts, Usually Not Shown
Alignment Station Equations Ahead and Back Stations
Basin Water and Debris Basins
Berm Asphalt, Earth, and Concrete Berms
Border 20 Scale Full Length Grid Major Screened Major Prof Grid
Border 20 Scale Full Length Grid Minor Screened Minor Prof Grid
Border 20 Scale Grid Major Screened Major Prof Grid
Border 20 Scale Grid Minor Screened Minor Prof Grid
Border 5 Scale Grid Major Screened Major Prof Grid
Border 5 Scale Grid Minor Screened Minor Prof Grid
Border 50 Scale Grid Major Screened Major Prof Grid
Border 50 Scale Grid Minor Screened Minor Prof Grid
Border App Sig Border Approval Signatures
Border Bench Border Bench Mark Information
Border City Border City or County Signature Block
Border Des Sig Border Design Signatures
Border Dig Border Dig Alert Stamp
Border General Notes General Notes on title Sheets
DRAFTING MANUAL
July 2018
Level Name Description
Border Index List Project Index List
Border Line work Border Standard Line work
Border Plot Border Plot Shape
Border Revision Border Revision Symbol, Rev Cloud, and Text
Border Stamp 1 General Managers Stamp
Border Stamp 2 Principal Engineer Stamp
Border Stamp 3 Senior Engineer Stamp
Border Stamp 4 Project Engineer Stamp
Border Stg Dwg List RCFC Std Dwg List
Border Title Border Title Text
Border Vic Map Line work for Vicinity Map
Border Vic Map Text Text Callouts for Vicinity Map
Border Vic Map Title Vicinity Map Title Text, North Arrow, and Arrows
Bridge Existing and Proposed Bridge Structures
Building Building Outlines, roof Lines and Pad Outlines
Catch Basin Existing and Proposed Catch Basins
Channel Concrete and Earth Channels
Comments Topo
Concrete Structure Any Non Specified Concrete Structures
Contours Major Major Contours Spacing Varies Per Project
Contours Minor Minor Contours Spacing Varies Per Project
Contours Text Major Contour Elevation Labels
Control Point Control Points, Monument Points, and Relative Text
Cross Section Grid Major Screened Major Gridline for Sections
Cross Section Grid Minor Screened Minor Gridline for Sections
Cross Section Indicators Section Callouts with Cross Reference Bubbles and Arrows
Culvert Any unaccounted for Culverts
Curb Any Curb Data, TC, Back of Curb and FL
Daylight Limits Limits of Grading and Limits of DTM Surface Information
DRAFTING MANUAL
July 2018
Level Name Description
Default
Dimensions All Automatic Dimensioning
Dirt Road All New Dirt Roads and Any Existing Dirt Road Outlines from Mapping
Driveway Proposed Driveway Improvements at RCFC Facilities
Drop Inlet Fabricated and Prefabricated Drop Inlets
Edge Of Pavement Edge of Existing and Proposed Pavement
Fence Chain Link Fence, Wood Fence, Barbed Wire Fence
Fill Shapes Closed Filled Shapes
Fire Hydrant Existing and Relocated Fire Hydrant
Flowline Proposed Design Flowlines
Guard Rail Guard Rails, Guard posts, Concrete Barrier
Gutter Gutter line
Hatching Hatching that plots black
Lights Proposed Lights and Wiring for New Systems
Manhole Any New Manholes
Matchlines Profile and Plan Match lines
Median Existing or Proposed Medians Affecting Project
Miscellaneous Misc Topo Features and Various Elements
Notes Notes that will be turned off during printing of the project
Patterns Detail and Plan Patterns used on the Project-will plot grey
Piping Above Ground Above Ground Irrigation or Drainage Lines
Power Poles All Existing Power Poles and Proposed New Poles and Relocations
Preliminary Stamp Preliminary Stamp, Include Project Completion Percentage
Profile Alignment Profile Invert, or other Controlled Alignment
Profile Axis Profile Axis Lines, Turn Off for P&P Generator
Profile Elevations Profile Elevation Limits
Profile Existing Ground CL Existing Ground Above Centerline of Proposed Alignment
Profile Existing Ground RW LT Existing Ground Left of Improvement at Limits of RW
DRAFTING MANUAL
July 2018
Level Name Description
Profile Existing Ground RW RT Existing Ground Left of Improvement at Limits of Left of Way
Profile HGL Water Surf Profile hydraulic Grade Line or Existing Water Surface
Profile Legend Legend of Surfaces Used
Profile Major Grid Screened Major Prof Grid, Turn Off for P&P Generator
Profile Major Ticks Major Tick Marks, Turn Off for P&P Generator
Profile Minor Grid Screened Minor Prof Grid, Turn Off for P&P Generator
Profile Minor Ticks Major Tick Minor, Turn Off for P&P Generator
Profile Station Bottom Profile Major Alignment Bottom Station, Turn Off for P&P Generator
Profile Station Top Profile Major Alignment Top Station
Profile Title Profile Title
Railroad Railroad Track, barriers, Signals, etc.
Random Points Random DTM and COGO Points for Inroads
Rebar Rebar for Details in Concrete Structures
Retaining Wall All Walls used as a Retaining Structure
Revisions Blue Design revision are Printed in Blue
Revisions Red As-builts will be Printed in Red
Rip Rap Rip Rap, Shot Crete, Rock Armoring, Dissipating Structure
Road Striping Existing and Proposed Road Striping
RW Centerline Street Street Centerlines Shown on Topo
RW Easement Non RCFC Right of Way Easements, Not Owned by RCFC
RW Easement RCFC Permanent RCFC Right of Way Easements
RW Easement TCE Temporary Construction Easement
RW Fee RCFC RCFC Fee Property RW
RW Property Line Property Lines for Personal Properties
RW Street Street Right of Way
Scale Bar Scale Bars
Section Title Titles and Descriptions for Cross Sections
Sewer Sewer Line Line work
DRAFTING MANUAL
July 2018
Level Name Description
Shed Proposed of Existing Shed outlines
Spot Elevations Spot Elevations and Spot Elevation Text
Storm Drain Storm Drain Line work
Street Names
Swale Concrete and Earth Swales
Text All Text Placed on Design Drawing
Text Mapping All Descriptive Text From Mapping
Tick Marks Tick Marks Shown in Mapping File
TOS Toe or Top of Slope
Traffic Symbols Cones, Direction Arrows, Signs, etc. for Traffic Plans
Triangles Existing Inroads DTM Triangles from Existing Mapping
Triangles Proposed Inroads DTM Triangles from Design Surface
Triangles Survey Inroads DTM Triangles from Project Specific Field Survey Data
U - Gas 1 inch 1" Gas Line Shown As 4" For Visibility
U - Gas 10 inch 10" Gas Line
U - Gas 12 inch 12" Gas Line
U - Gas 14 inch 14" Gas Line
U - Gas 16 inch 16" Gas Line
U - Gas 18 inch 18" Gas Line
U - Gas 2 inch 2" Gas Line Shown As 4" For Visibility
U - Gas 20 inch 20" Gas Line
U - Gas 24 inch 24" Gas Line
U - Gas 3 inch 3" Gas Line Shown As 4" For Visibility
U - Gas 30 inch 30" Gas Line
U - Gas 4 inch 4" Gas Line
U - Gas 6 inch 6" Gas Line
U - Gas 8 inch 8" Gas Line
U - SD 24 inch 24" RCP Storm Drain (Wall Type B)
DRAFTING MANUAL
July 2018
Level Name Description
U - SS 27 inch 27" Sanitary Sewer Line
U - SS 30 inch 30" Sanitary Sewer Line
U - SS 33 inch 33" Sanitary Sewer Line
U - SS 36 inch 36" Sanitary Sewer Line
U - SS 39 inch 39" Sanitary Sewer Line
U - SS 4 inch 4" Sanitary Sewer Line
U - SS 6 inch 6" Sanitary Sewer Line
U - SS 8 inch 8" Sanitary Sewer Line
U - SS21-SS6 21" Effluent & 6" Sludge
U - W 10 inch 10" Potable Waterline
U - W 12 inch 12" Potable Waterline
U - W 14 inch 14" Potable Waterline
U - W 16 inch 16" Potable Waterline
U - W 18 inch 18" Potable Waterline
U - W 2 inch 2" Potable Waterline
U - W 20 inch 20" Potable Waterline
U - W 24 inch 24" Potable Waterline
U - W 30 inch 30" Potable Waterline
U - W 4 inch 4" Potable Waterline
U - W 6 inch 6" Potable Waterline
U - W 8 inch 8" Potable Waterline
U - W Unknown Unknown Size - Shown 4" for Visibility
Util Cable TV Includes all Boxes, Risers, Manholes, Or Related Info for Cable TV
Util Electrical Includes all Boxes, Risers, Manholes, Or Related Info for Electrical
Util Fiber Optic Includes all Boxes, Risers, Manholes, Or Related Info for Fiber Optic
Util Gas Includes all Boxes, Risers, Manholes, Or Related Info for Gas
Util Irrigation Includes all Boxes, Risers, Mh, Or Related Info for Irrigation
DRAFTING MANUAL
July 2018
Level Name Description
Util Sewer Includes all Boxes, Risers, Manholes, Or Related Info for Sewer
Util Storm Drain Includes all Boxes, Risers, Manholes, Or Related Info for Storm Drain
Util Street Light Conduit Includes all Boxes, Risers, Manholes, Or Related Info for Street Light
Util Telephone Includes all Boxes, Risers, Manholes, Or Related Info for Telephone
Util Waterlines Includes all Boxes, Risers, Manholes, Or Related Info for Waterline
Vegetation Brush Any Non-Tree Vegetation
Vegetation Trees All Tree and Tree related Cells, Includes Treeline Symbol
Wall Any Walls, Not Fences
DRAFTING MANUAL
July 2018
APPENDIX E
SAMPLE GIS FILE
PROJECT NAME
PROJECT NUMBER
DRAWING NUMBER
OWNER
ROMOLAND LINE A
CHOOSE FROM * LISTED IN CHART
* CALTRANS
* RCFC
* COUNTY
* CITY ( BY NAME OF CITY )
* OTHER ( HAVE SPACE TO ENTER
DEVELOPER/OWNER NAME )
* ABOVE GROUND
* LEVEE
COUNTY
STAGE 4
4-0-00310-04
-TR/PM/MS NUMBER
FACILITY TYPE ABOVE GROUND
* DAM
* UNDER GROUND
PROJECT NAME
PROJECT NUMBER
DRAWING NUMBER
OWNER
ROMOLAND LINE A
CHOOSE FROM * LISTED IN CHART
* CALTRANS
* RCFC
* COUNTY
* CITY ( BY NAME OF CITY )
* OTHER ( HAVE SPACE TO ENTER
DEVELOPER/OWNER NAME )
* ABOVE GROUND
* LEVEE
STAGE 4
4-0-00310-04
-TR/PM/MS NUMBER
FACILITY TYPE ABOVE GROUND
* DAM
* UNDER GROUND
RCFC
PROJECT NAME
PROJECT NUMBER
DRAWING NUMBER
OWNER
CHOOSE FROM * LISTED IN CHART
* CALTRANS
* RCFC
* COUNTY
* CITY ( BY NAME OF CITY )
* OTHER ( HAVE SPACE TO ENTER
DEVELOPER/OWNER NAME )
* ABOVE GROUND
* LEVEE
STAGE 1
4-0-00431-01
-TR/PM/MS NUMBER
FACILITY TYPE UNDER GROUND
* DAM
* UNDER GROUND
RCFC
ROMOLAND LINE A-3
4-0846 4-0871
4-0846
AC= GIS
LIB= STD_GENERAL
LW
LVL
LC 0
2
LW
LVL
LC 0
0
MANHOLE
INLETS
MANHOLE
LW
LVL
LC 4
1
PROJECT É
ALIGNMENT CENTERLINE
CATCH BASIN
INFORMATIONAL NOTE
THIS FILE
WILL BE IN
ONLY LEVELS SHOWN
LVL
LW
LVL
LC 4
1
PROJECT É
ALIGNMENT CENTERLINE
LW
LVL
LC 0
2
WATER QUALITY FEATURE
CATCH BASIN
NOTES
0-0-0000
0-000
XDATE:DATE:
OF
RIVERSIDE COUNTY FLOOD CONTROL
WATER CONSERVATION DISTRICT
AND
DATEAPPR.DESCRIPTION
REVISIONS
REF.
APPROVED BY:RECOMMENDED FOR APPROVAL BY:
PROJECT NO.
DRAWING NO.
SHEET NO.
SANITARY SEWER, ID IN INCHES SS12
TELEPHONE CABLE T
TELEPHONE, MULTIPLE TILE DUCT T(MTD)
TELEPHONE, MULTIPLE CEMENT DUCT T(MCD)
TRAFFIC SIGNAL LINE TRAF
LEVEL NAMES LINE STYLES
U - Gas 1 inch
U - Gas 2 inch
U - Gas 3 inch
U - Gas 4 inch
U - Gas 6 inch
U - Gas 8 inch
U - Gas 10 inch
U - Gas 12 inch
U - Gas 14 inch
U - Gas 16 inch
U - Gas 18 inch
U - Gas 20 inch
U - Gas 24 inch
U - Gas 30 inch
U - SD 24 inch
U - SD 30 inch
U - SD 36 inch
U - SD 48 inch
U - SS 4 inch
U - SS 6 inch
U - SS 8 inch
U - SS 10 inch
U - SS 12 inch
U - SS 15 inch
U - SS 18 inch
U - SS 21 inch
U - SS 24 inch
U - SS 27 inch
U - SS 30 inch
U - SS 33 inch
U - SS 36 inch
U - SS 39 inch
U - SS21-SS6
LEVEL NAMES LINE STYLES
G4
G4
G4
U - W 10 inch
U - W 12 inch
Util Telephone
U - W 2 inch
U - W 4 inch
U - W 6 inch
U - W 8 inch
U - W 14 inch
U - W 16 inch
U - W 18 inch
U - W 20 inch
U - W 24 inch
U - W 30 inch
U - W Unknown
Util Cable TV
Util Electrical
Util Fiber Optic
Util Gas
Util Irrigation
Util Sewer
Util Storm Drain
Util Street Light Conduit
Util Waterlines
G
G2
G3
G6
G8
G10
G12
G14
G16
G18
G20
G24
G30
SD24
SD30
SD36
SD48
SS4
SS6
SS8
SS10
SS12
SS15
SS18
SS21
SS24
SS27
SS30
SS33
SS36
SS39
SS21-SS6
W2
W4
W6
W8
W10
W12
W14
W16
W18
W20
W24
W30
W?
TV
E
G
SS
SD
T
W
LINE WEIGHTS LINE WEIGHTS
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G4
LINE TYPES LINE TYPES
Non Pot-Able NP 22
X
ENGINEER
TECHNICIANDRAWN BY:
DESIGNED BY:
P8 NUMBER: 123456
CONSTR. SET: MNTH DAY, YR
![Triton Drafting Standards Manual[1]](https://img.pdfslide.us/doc/110x75/543ba14bafaf9f4a578b4a06/triton-drafting-standards-manual1.jpg)
