HomeMy WebLinkAboutCorrespondence: Engr'g review #2January 28, 2013
JAMES BRAINARD, tMAYOR
Mr. Bud Snyder
Hewes Concrete Polishing, LLC
RE' Sterler Productions, Review #2
Dear Mr. Snyder:
The City received your construction plans on January 10, 2013, in response to the Engineering
Department's comment letter dated October 24, 2012. We offer the following comments:
CONSTRUCTION DRAWING REVIEW COMMENTS
1. Previous Comment 16 of a letter dated October 24, 2012. The maximum spacing of concrete curb
control joints shall be 10 feet on tangents and 5 feet on radii The maximum spacing of concrete
curb expansion joints shall be 50 feet. Please specify in the plans that the maximum spacing of
concrete curb control joints shall be 10 feet on tangents and 5 feet on radii.
2. Previous. Comment 17 of a letter dated October 24, 2012. Please include the City Curbing Policy
in the plan set. The Department repeats this comment.
3. Previous Comment 19 of a letter dated October 24, 2012. A regulated drain easement is located
along the northern part of this property. This easement is currently not indicated on the plans. Is
there a regulated drain easement on the north side of the property? If so,.pleaseindicate on
the plans.
4. Previous Comment 24 of a letter dated October 24, 2012. Please provide the requisite stonn
water /drainage information required by Section 102.02 xi. m. of the Storm Water Technical
Standards Manual on the plan sheets. The Department repeats this comment.
5. Previous Comment 25 of a letter dated October 24, 2012. Stormwater detention is required for
this project. Please indicate the location of the detention facility on the plans. Please ensure
Crossroads has received all required stormwater materials for a full review.
6. Previous Comment 27 of a letter dated October 24, 2012. Stonnwater direct discharges shall be
eliminated. All stormwater onsite shall be detained. Please address the detention of the yard
inlet and the trench drain.
7. Previous Comment 28 of a letter dated October 24, 2012. All stormwater subsurface drains shall
be double wall Hancor Hi -Q or equivalent. Please specify this in the plans.
8. Previous Comment 29 of a letter dated October 24, 2012, The existing stormwater conveyance
within the right -of -way shall be maintained with this project. Any culverts shall be sized as to not
affect the velocity of flow resulting from the 100 -yr storm. The City requires a minimum 18 inch
culvert for commercial driveways. End sections shall be used for all culverts 24 inches in
diameter or smaller. All storm structures within the City right -of -way shall be reinforced
concrete. Please provide a concrete end section within the right -of -way.
9. Please show the required path on the plans with ADA ramps that meet the City's standards.
lfyou have questions, please contact one at 571 -2441.
Sincerely,
Gary R. +uncap, Jr., P.E.
DERARJMEN] of
ONE Civic SQ1 ARC:, CAR 7EL, IN 16032 OFFICE 317.571.2 t41 FAX 317571,2439
E,MAl1. engin eeri ng l'ncLnnel. in.guc
Mr. Bud Snyder
January 28, 2013
RE: Sterler Productions — Project Review #2
Page 2 of 2
Assistant City Engineer
Department of Engineering
cc: Angelina Conn, Department of Community Services
John Duffy, Carmel Utilities
Paul Pace, Carmel Utilities
Paul Arnone, Carmel Utilities
Greg Noyes, Hamilton County Surveyor's Office
GregIlko, Crossroad Engineers, PC
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