HomeMy WebLinkAboutStaff Comments06/~6/2009 8:35:27 AM -0500 FAXCOM P AU.t. ;j ur .>
ENGINEERING COMMENTS NO. 1
~ease includ City Std. details in the construction plans.
ease provide a Letter of Acknowledgment.
Drainage Report -Page 6 and 13 d,on'f seem to have analysis .for the pipes between J16
nd MH A41 . -SEc l:tB 7If14
Drainage Report -On Page 6. of the §!prm Sewer Model the flowlin~ for MH A38 ~d A39
e not consistent with the plans. '2~'70 ~E:b.fc..1Jl)J, /rJ Ct.PS}-.$810.N.~l-A<l.t.A..
. GN-01 -Please provide plan sho....,ing streetlights.
Sh. GN-02 -Regarding the "Streetlighting Construction Notes," shouldn't they be referring
TU since this is their service area?
h. ST-01 -Please match soffits of the 18" and 30" pipes entering MH A38. ·
Sh. ST-01 -At Sta. 4+58.58, the clearance between the storm and water pipes is not
onsistent with that shown on Sh. W-03.
vr._~h . ST-02-Please match soffits of the 18" and 30" pipes entering MH A41. \/6'· ~h. ST-02 -Please verify the quantity of the Non-Structural Backfill specified for the South
~ _J:u lle St. profile. ·
\,/'(Sh. ST-03 -It appears that a small portion of AD pip is pr. posed to be located under
. ~vement, which is not permitted. Please verify. f'/. A ~ tflwe Co>J~ >-.T'{),,./
~-~~-W -01/W -02/W-03 -Please verify that air release valves or flushing appurtenances are
t needed at critical locations along the waterline. ·
1 . Sh . W-01 -At Sta. 3+43.50, how ·11 you center a joint of p_.!E.e over the sanitary sewer line
_,)"hen you are so close to a bend? f:\JI~@ ~WN. 0~ &N~ . \)4~h. W-01 -Are dual water service leads being proposed for duplexes? -'/ES
\)5: ~h. W-02 -Please verify that all flowlines and clearances. match those shown on the
. ~torm/water crossing on Sh. ST-01. 05. Sh. W-03 -Please verify that the fl?wline at Sta 1 +89.85 for W2 is the same as that shown
. -~n Sh.W-02. ' · V t. ~h . W-03 -Please verify that the flowlin~ at Sta. 0+00 of WJ is the same as that shown on
~~:~~g~ ·_Sta. 0+00 it appears.that the manho;e is buried.
~-::,h .. S-01 -Please verify that all flowlines .and clearances match those shown on the
~itary/water crossing on Sh.W-01 .
\} . Sh s~o1 -Structural backfill needs to be provided for a portion of the area between Sta.
v_~+00.53 and Sta. 3+87.74. V l. ~h . S-02 -Please verify that the flowline at Sta. 8+34.31 of S1 is the same as that shown on
Sh.W -03.
, Review_ed by: Erika Bridges Date: 6/15/09