ST0301C-CS130626
Verzion Comments:
General: PDF contains old set of plans from 2005. Several changes since then: Parking, SD plan and
profile and ROW.
1.PV-4 (current PV-1)
a.Boring east of Mitchell proposed 21” SD top of pipe = 509. We raised the SD profile due
to constraints with the Old Town Project. They have clearance but need to make sure
they hit the correct elevation.
b.Pullbox at northeast corner of Mitchell/Bethel is located within existing concrete
sidewalk from Old Town project
2.Should our conduit plan be revised to match Verizon (all PV sheets)?
3.PV-12 (current PV-5)
a.Boring west of Coppell Rd crosses existing 36” RCP (not shown on this plan). Top of pipe
at roughly 507.5 (~48” from ex ground).
b.Fiber alignment appears to conflict with Old Town Coppell’s traffic signal improvements
c.Bore across Coppell Rd crosses Ex 12” WL top of pipe = 505.60
d.Road STA 3+35 – Proposed inlet may be in conflict with fiber alignment
e.Plan should show 5-10’x8’ boxes (not 4) with US FL = 495.72 and DS FL = 495.51
f.Just N of culvert crossing – fiber alignment conflicts with existing SSMH. MH FL = 496.88
4.PV-13 (current PV-6)
a.Cross box will be in conflict with proposed parking stalls (not yet designed)
b.Road STA 7+00 – fiber alignment in conflict with proposed FH
c.Road STA 10+40 – fiber PED located in future driveway and in conflict with proposed 5’
inlet located at back of sidewalk
5.PV-14 (current PV-7)
a.Road STA 13+03 fiber alignment in conflict with proposed FH
b.Road STA 13+50 PED located in proposed driveway