NOTES FOR IMPROVEMENT PLANS
- All work within
the right-of way will require a Right-of-Way Excavation & Construction
- Contact the Field
Engineer at (714) 765-5126 48 hours prior to any of this work.
- All work shall
be in accordance with the applicable sections of Standard Specifications
for Public Works Construction, City of Anaheim Standard Plans, contract
documents and standard specification supplement and the latest revisions
- The contractor
shall notify Underground Service Alert at 1-800-422-4133 a minimum of
48 hours prior to start of construction within the right-of-way.
- All paving removal
shall be sawcut at the Field Engineer's direction. Minimum depth of
- Paving shall be
sawcut and removed a minimum of 1' from curb and gutter construction
- The protection
and adjustment of all utilities shall be the responsibility of the developer.
- It shall be the
contractor's responsibility to protect and/or relocate all traffic signs
and traffic signals as shown on the plans or as required by the Field
- Irrigation lines
shall be removed, relocated out of the street right-of-way, encased
in a steel sleeve, or replaced with cast iron as directed by the Parks
Division. Notify the Parks Division at (714) 765-5155 48 hours prior
- Reports of compaction
within the right-of-way shall be submitted to and accepted by the Field
Engineer prior to placing any paving.
- In the event that
existing striping is obliterated by construction, it will be the responsibility
of the developer to replace said striping.
- Prior to construction,
all survey points that may be disturbed shall be tied out and a Corner
Record of each point shall be filed with the County Surveyor. A copy
of the recorded Corner Record shall be submitted to the City's Construction
Services Division. Following the completion of the construction, a Corner
Record of each point that was disturbed shall be filed with the County
Surveyor. A copy of the recorded Corner Record shall be submitted to
the City's Construction Services Division prior to the recording of a certificate
of completion or release of bonds.
NOTES FOR STREET IMPROVEMENT PLANS
applicable notes to your original(s).
- The construction
of improvements in the area of traffic signals to be coordinated with
the Traffic Engineering Division, Systems Section (714) 765-5183.
- Contact the Electrical
Engineering Division at (714) 765-5472 for the relocation of any power
- Before forms have
been set and 24 hours prior to the placement of any concrete in the
right-of-way the Contractor shall adjust all necessary utilities to
grade and obtain approval from the Field Engineer.
- Prior to construction
of full-width sidewalks, contact the Community Services Division at
(714) 765-5155 for the size, placement, and quantity of tree wells.
- 4" thick sand
blanket under all sidewalks and 4" thick aggregate base section under
all curb and gutter is required unless a report from a registered Soils
Engineer is submitted and approved stating the soil has an expansion
index of 20 or less and that the sand blanket and/or aggregate base
is not required.
- All regulatory
signs shall be placed within 24 hours after curbs have been constructed.
- All necessary
utility construction within the street right-of-way shall be completed
prior to paving per this plan.
- Adjust all storm
drain and sewer manholes and water valves to grade after placing final
lift of asphalt.
- Stakes shall be
set prior to the construction of the sub-grade and the rock grade. The
finish-surface A.C. fills are to be painted on the base course of the
A.C. 24 hours prior to finish paving.
- No expansive soil
may be used within the public right-of-way.
- Seal coat or slurry
seal is required if the Field Engineer deems the finished surface is
to rough and open textured.
- Landscape and
Irrigation plans for the median island and/or parkway shall be approved
by the Community Services Division and the Building Division. Upon completion
of landscaping and irrigation improvements, contact the Community Services
Division at (714) 765-5155 for their inspection approval.
- Centerline monuments
shall be set at all points of intersecting streets, beginning of curves,
points of reverse curve, end of curves, center of cul-de-sacs and any
other points so designated by the Field Engineer. Ties to monuments
shall be submitted to and approved by the Field Engineer.
- Private streets
shall be monumented in the same manner as required for the development
of a public street.
NOTES FOR STORM DRAIN AND SEWER IMPROVEMENT PLANS
Add the applicable
notes to your original(s).
- Prior to delivery
of storm drain pipes, contact Field Engineering at (714) 765-5126 for
D-load test approval.
- The Contractor
shall check the flow line elevation of existing juncture against control
provided prior to construction. If the existing flow line varies from
the plan elevation by more than ±0.10' the Engineer shall adjust the
grades between the juncture and the next upstream manhole, with the
approval of the Field Engineer.
- Adjust all manholes
to grade after placing final lift of asphalt.
- 2-sack sand cement
slurry trench backfill shall be required to 1' above the finished top
of pipe where line is constructed at a slope of 5:1 or more.
- Certification by
a licensed surveyor or registered civil engineer shall be submitted
prior to final acceptance certifying that the storm drain system was
installed on grade per approved plan.
- Prior to final
acceptance, the Developer shall provide a video tape of all sewer mains,
which includes a log of all connections and manholes.
A City representative
must be present during the taping. Contact the Street Maintenance Division
at (714) 765-6840, extension 6145 (or extension 6118) 48 hours prior to
televising the sewer.