ATTACHMENT 2
Agreement No. XXXX
Firm Name
Rider A, Page 1 of 2
Rider A
SURVEY SPECIFICATIONS FOR
REDWOOD BOWL TRACK REPLACEMENT PROJECT
A. Field survey (boundary, topographical and site elements) the University-owned property associated
with the Redwood Bowl Track Replacement Project as shown and delineated on Attachment 4, all
items as specified herein.
B. All topographic features and referenced to the Campus Coordinate System, established survey
monuments, and/or California State plan coordinate system zone 1:
1. Exterior walls of the buildings and structures including doors for all facilities immediately
adjacent to the track and within the area of the survey are to be field located to a hundredth of a
foot at the scale of 1”= 20’. Include name, type of construction and number of stories for each
building/structure.
2. Structures, manholes, catch basins, curbs, gutters, walks, concrete and asphalt paving, stairs
including steps, fences, gates, walls, signs, lighting poles, flag poles, fire hydrants, trees and utility
poles are to be field located to a hundredth of a foot at the scale of 1”=20’.
3. Locate the horizontal and vertical position of all major sport amenities within the project area
including, but not limited to: the running track, the long jump/triple jump pit and run up lane,
the pole vault pit and run up lane, the high jump area, the steeplechase area and pit, track and
field event areas, bleachers, walkways, fences, utility boxes, utility valve covers, drain grates,
scoreboards, timing clocks, etc.. Locate all radius monuments for the track. All such features
shall be field located to a hundredth of a foot at the scale of 1”=20’.
4. Trees, shrubs and planting areas are to be field located to a hundredth of a foot at the scale of
1”=20.
5. Provide grade contours at one foot intervals. Contours to be augmented by spot elevations at
50’ intervals each direction. Elevations to be shown in hundredths of a foot on paved surfaces
and to tenths of a foot on unpaved surfaces. Additional shots to hundredths of a foot to be
shown at all grade breaks in streets, curbs and gutters and paved areas. Floor elevations and
door entry elevations of existing building to be given to hundredths of a foot.
C. Additional data required on map:
1. Coordinate System Grid at 100’ intervals each direction using the California State Grid as the
basis of the coordinate system.
2. Identify type of surface (i.e., concrete, lawn, asphalt, play yard fill, paving, etc.).
Agreement No. XXXX
Name of Service Provider
Rider A, Page 2 of 2
3. Underground utility identification (within the boundary of property owned by the University
regardless of entity owning said utility) including domestic and fire water lines, gas lines, power
and telephone ducts, tunnels, sewers, storm drains, including all appurtenances, such as valves
and meters. Give depth of pipes and ducts, and elevation at grade of all covers.
a.
All substructure information, including all underground utilities, to be developed
utilizing resources provided and available from the campus, public utilities, and local
government agencies. Potholing, digging or probing is not within the scope of work,
unless authorized in writing by the Trustees.
D. Drawing specifications:
1. Create drawings in compliance with University CAD standards.
2. Show the following in title block:
a. Name of project
b. Name and address of your firm
c. Date of survey
d. Scale: 1” = 20’ (also show graphic scale)
3. Show relationship of site to campus in key map.
4. North arrow oriented to top of sheet, or as approved by the University.
5. Legend identifying all lines and symbols on drawing.
6. Certification of accuracy by a registered civil engineer or licensed land surveyor.
7. For drawing sheet size, title block style, etc., contact the University’s designated design manager:
E. Provide all service under this Agreement for an amount not to exceed the contract amount indicated
on the Service Agreement regardless of Consultant’s cost in performing these services. The
maximum amount indicated on the Service Agreement shall be payable as stated in the following
provision which is marked with an “X”:
(The provision which is not so marked shall not apply to this Agreement.)
☒ 1. Single, lump sum payment. Consultant shall be paid in a single, lump sum payment in arrears
upon completion of all work under this Agreement to the satisfaction of the Trustees.
☐ 2. Progress payments. Consultant shall be paid in multiple payments in arrears for work
performed to the satisfaction of the Trustees as more particularly specified in Progress
Payment Attachment which by this reference is made a part of this Agreement.
End of Rider A