3500 linear feet of road (roughly 15+/- acres) in a downtown metro area
survey to include:
Survey width: R/W width + 10’ south of R/W and 20’ north of R/W or to the face of an existing building
*At intersections, survey 100’ of intersecting roads
*1’ topo and spot elevations (SPC, NAVD88, & Benchmark description)
*All utilities above and below ground (as marked by 811)
*Easements outside R/W (easements provided by Client to Surveyor)
*Rim/ Inverts of manholes and storm inlets
*Trees with diameter size (if applicable)
*Lane widths, striping, signage, curbing, drives, sidewalk, etc
*FFE of adjoining buildings and door locations
Call Frank Willis (yesterday post) he just bought a new scanner!
Now is the time for all good men to come to the aid of their country. Typing class 9th grade!
> 3500 linear feet of road (roughly 15+/- acres) in a downtown metro area
>
> survey to include:
>
> Survey width: R/W width + 10’ south of R/W and 20’ north of R/W or to the face of an existing building
> *At intersections, survey 100’ of intersecting roads
> *1’ topo and spot elevations (SPC, NAVD88, & Benchmark description)
> *All utilities above and below ground (as marked by 811)
> *Easements outside R/W (easements provided by Client to Surveyor)
> *Rim/ Inverts of manholes and storm inlets
> *Trees with diameter size (if applicable)
> *Lane widths, striping, signage, curbing, drives, sidewalk, etc
> *FFE of adjoining buildings and door locations
Is the R/W readily apparent, like at back of sidewalks, or will it need to be established first? What is the R/W width?
How many cross streets?
How close are your bench marks or will you use GPS derived elevations?
Hourly...
$16,980
Survey width: R/W width + 10’ south of R/W and 20’ north of R/W or to the face of an existing building
1 *At intersections, survey 100’ of intersecting roads
2 *1’ topo and spot elevations (SPC, NAVD88, & Benchmark description)
3 *All utilities above and below ground (as marked by 811)
4 *Easements outside R/W (easements provided by Client to Surveyor)
5 *Rim/ Inverts of manholes and storm inlets
6 *Trees with diameter size (if applicable)
7 *Lane widths, striping, signage, curbing, drives, sidewalk, etc
8 *FFE of adjoining buildings and door locations
Eliminate 4,7 and 8 and add x-sections at 100' intervals, 24 x 36" drawings showing baselines with coordinates at all pc's, pt's, pi's, R. O. W. intersections, beginnings and endings of Baselines, extra control points when all of the above are more than 1,000' apart and the City of Houston pays between $4.00 and $5.50 per foot.
I don't understand what #2 means, but COH needs all hard vertical data to have no more than one inch of error. Of course, vertical control points should have no more than 0.02 foot of error between any 2 adjoining points.
All horizontal and vertical information must be expressed in units using the current NSRS standards.
the RIGHT OF WAY
The R/W monumentation is to be shown as recovered when discovered. NO monuments are to be set, boundary markers/corners "as found"... nothing extra.
Yes there is a sidewalk.
That was gonna be my reply...but I really did'nt want to be the wisenheimer.
> $16,980
This number is in line with my estimated fee.
$15,000?
Central part of the country:
10,000 field
5,000 drafting/cad
2-3,000 supervision/analysis and deliverables
17-18,000 +/-
I came in just under 17K... and that was being nice, I thought.
All I need is one of those new-fangled dollars that Granny on the Beverly Hillbillies heard about. She said they were called millieyun dollars. Jed Clampett was getting paid in millieyun dollars.
18-22k