Seth_Thomas
REGISTERED
I know this is not the exact forum maybe, but general enough. Foundation forum seems to not get much activity, but it is in regards to lot grading and any standards, if any in my area.
Having a home built in Pasco Cty, FL. The foundation of the house is considerably lower that all the surrounding homes. Grading plan is a B. All the Pasco Country Section 902 of the Storm water drainage document says is it is required to be 16in. above the Road grade?
Then I talk to the builder/supervisor and tell him why is the lot so low compared to all the others? He said it is per the Lot plan/master and it has been surveyed, and is being surveyed again this week to ensure it meets the requirements.
What requirements? Anybody have info on this mystery grading, or any standards of how they determine if the slop/grading is appropriate? Besides the generic Grade B, I can't find anywhere besides the 16in above the road grade, the crown? The gutter? The highest/lowest in a distance? No clue.
Anyway, if anybody has some standards/direction and info particularly in this country regarding this would appreciate it.
All I can find at this point is that a licensed surveyor needs to have notarized it meets the Grading/Storm plan for the Lot in this community. How that is determined, or if the drainage/runoff is sufficient is a mystery.
Issue is the driveway slopes down about 1% grade, not as much as the other homes clearly do. Then the bottom of the paver driveway meets the concrete sidewalk/portion to the street gutter. Problem is, due to the house sitting clearly lower than all the others at the garage, they had to put a swail/dip in the sidewalk. But the water clearly will not run out to the street from the side of the lot or driveway itself. Come Florida rain storm, I will likely having a pooling issue and not runoff to the street to get to the storm drains/retension. Pool in my driveway/side easement.
So who is responsible, if anybody to make sure this happens? Or does Pasco County not really care? Frustrating.....to say the least. Next move is to call a surveyor and get some other input/opinions out of pocket to find this out if nobody seems to know around the forum.
Thanks...sorry, long post.
Having a home built in Pasco Cty, FL. The foundation of the house is considerably lower that all the surrounding homes. Grading plan is a B. All the Pasco Country Section 902 of the Storm water drainage document says is it is required to be 16in. above the Road grade?
Then I talk to the builder/supervisor and tell him why is the lot so low compared to all the others? He said it is per the Lot plan/master and it has been surveyed, and is being surveyed again this week to ensure it meets the requirements.
What requirements? Anybody have info on this mystery grading, or any standards of how they determine if the slop/grading is appropriate? Besides the generic Grade B, I can't find anywhere besides the 16in above the road grade, the crown? The gutter? The highest/lowest in a distance? No clue.
Anyway, if anybody has some standards/direction and info particularly in this country regarding this would appreciate it.
All I can find at this point is that a licensed surveyor needs to have notarized it meets the Grading/Storm plan for the Lot in this community. How that is determined, or if the drainage/runoff is sufficient is a mystery.
Issue is the driveway slopes down about 1% grade, not as much as the other homes clearly do. Then the bottom of the paver driveway meets the concrete sidewalk/portion to the street gutter. Problem is, due to the house sitting clearly lower than all the others at the garage, they had to put a swail/dip in the sidewalk. But the water clearly will not run out to the street from the side of the lot or driveway itself. Come Florida rain storm, I will likely having a pooling issue and not runoff to the street to get to the storm drains/retension. Pool in my driveway/side easement.
So who is responsible, if anybody to make sure this happens? Or does Pasco County not really care? Frustrating.....to say the least. Next move is to call a surveyor and get some other input/opinions out of pocket to find this out if nobody seems to know around the forum.
Thanks...sorry, long post.