preliminary plat fox run 3/19/1979el"Iry OF SALWINA UP
DEAN BOYER. P. E.
CITY ENGINEER
Mr. Keith Rawlings
Director of Planning
300 West Ash Street
Salina, Kansas 67401
Re: Fox Run Addition
Dear Keith:
ENGINEERING DEPARTMENT
300 WEST ASN STREET
R O. BOX 246
SALINA. KANSAS 62401
AREA CODE 919 6229461
March 19, 1979
D. W. BASSETT
ASST. CITY ENGINEER
We have completed our review of the preliminary plat of Fox Run
Addition as submitted by M & K Development Co.. Our comments are as
follows:
(a) We will need additional utility easement width for
sanitary sewer on the south side of Lot Twelve (12),
Block Four (4); the south side of Lot Thirteen.(13),
Block Six (6); the east side of Lot Fourteen (14),
Block Five (5); the south side of Lot Two (2),
Block Nine (9); and the east side of Lot Twenty-
seven (27), Block Ten (10).
(b) The City will not accept maintenance responsibility
for any sanitary sewer line that ends in a clean out.
(c) The City will have to verify the condition of all
sanitary sewer lines and sanitary sewage pumping
stations that the developer intends to dedicate to
the public. Repair costs shall be borne by the
developer.
(d) We will need additional utility easement width for
water mains on the north side of Lot One 1), Block
Four (4); and the north side of Lots One �1) and
Fourteen (14), Block Eight (8).
(e) An eight (8) inch water main crosses (east -west) Lot
One (1), Block One (1) of the proposed subdivision
which is not shown on the plat. We will need a
twenty (20') foot utility easement for this line.
MEMBER ... KANSAS LEAGUE OF MUNICIPALITIES - NATIONAL LEAGUE Of CITIES
Mr. Keith Rawlings
Page 2
March 19, 1979
(f) Does the watermain cross Arkansas Avenue connecting
Lot Twelve (12), Block Five (5) and Lot Thirty-two
(32), Block Seven (7)?
(g) The request for waivers table shown on Sheet 2 of 2
should also include Monroe Street and all cul-de-sac
turn arounds. Monroe Street would require a sixty
(60') foot right-of-way and the turnarounds should
be one hundred (100') feet diameter.
(h) There is no apparent reason to grant a waiver on the
right-of-way requirements for Alabama Avenue.
(i) There appears to be a deficiency in the amount of
right-of-way shown for Schilling Road. This street
will require a minimum of one hundred (100') feet
right-of-way.
(j) Show restricted access symbols for the entire northern.
boundary of the proposed subdivision, along the south
right-of-way line of Schilling Road, except for breaks
in the restricted access control at Colorado Avenue and
at Alabama Avenue.
(k) Eliminate all references to "South" in "South Alabama
Avenue" and rename as "Alabama Avenue".
(1) All streets within the proposed subdivision that are to
be dedicated to the public shall be reconstructed to
City minimum standards prior to acceptance by the City.
(m) The condition of the pumping station for the storm
drainage system will have to be verified prior to
acceptance by the City. All repair costs shall be
borne by the developer.
(n) The detailed drainage report submitted with the preliminary
plat indicates that the existing storm drainage system meets
our minimum standards of design for a ten (10) year frequency
storm. There appears to be no adverse impact on upstream
or downstream drainage conditions due to platting.
(o) Show size of the drainage structure on Colorado Avenue
between Schilling Road and Arkansas Avenue.
(p) Show size of the drainage structure on Schilling Road
between Colorado Avenue and Alabama Avenue..
Mr. Keith Rawlings
Page 3
March 19, 1979
(q) The developer shall furnish copies of crossing agreements
at all locations where waterlines or force mains cross the
Missouri Pacific Railroad. We will not accept maintenance
on any utility line if easement rights don't exist. This
applies to all three subdivisions.
Sincerely,
/_l/ i
Don Hoff, P.E.
Design Engineer
DH:MKP