HomeMy WebLinkAbout1983 11 02 Prelim Plans Doug's Quad N. Moss Rd.
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CITY OF WINTER SPRINGS, FWRlDA
400 NORTH EDGEMON AVENUE
WINTER SPRINGS. FLORIDA 32708
Telephone (305) 327-1800
November 2, 1983
MEMO TO: Planning and Zoning Board
SUBJECT: Preliminary Plan for Doug's Unit 1 Quadruplexes on North Moss Road
A Staff Review was held on Wednesday, November 2, 1983, at 11:00 AM, to consider
the preliminary plan for a quadruplex development on North Moss Road. Present
were the developers, Joe Abrams and Don Engelhardt, Jr., a representative from
Land Engineering; and City Officials Charles Hassler, Charles Holzman, Sam Smith
and Jacqueline Koch.
The development comprises fourteen quadruplex complexes on fee-simple lots on a
cul-de-sac to be dedicated to the public. Adjacent to these fourteen lots will
be a common area, including a storm drainage retention pond, to be maintained
by a homeowner's association. The property to the south may be acquired and
developed as a future phase of this project, under the same association.
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Although the development will probably be ready for occupancy prior to completion
of the construction of North Moss Road, the applicants were granted a variance by
the Board of Adjustment on September 1, 1983, to develop without connecting to
the nearest paving (Section 14-87 and 14-88). A condition placed on this variance
is that the developers maintain North Moss Road to alleviate any deterioration of
the unpaved road due to their construction activity and then to assure the road
will be passable for residents of the quadruplexes. This maintenance shall continue
from start of the development until the road is paved. An agreement shall be
drawn up to the satisfaction of the City and be executed as soon as possible after
preliminary approval, to enforce this condition.
The consulting engineer reviewed this preliminary plan to coordiante this engi-
neering with the North Moss Road engineering plans. In the attached memo, he
recommends approval subject to ten conditions. At the Staff Review, technical
modifications were made: (1) the Public Works Director will determine whether
the fence mentioned in Condition No.6 is necessary, depending on the final slope
of the pond; (2) the Fire Chief prefers the looped water system described in
Condition No. 10.
The storm drainage design includes a link-up with the "Indian Ridge" master
drainage system for this area, so an easement will need to be secured to permit
run-off to be diverted into that system.
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Access to eight lots will be over common driveways between two adjacent lots.
Cross-access easements will need to be executed to provide permanent legal
access to owners of each of these lots.
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Planning and Zoning Board
Preliminary Plan for Doug's Unit 1 Quadruplexes on North Moss Road
Page 2
Property adjacent to the south and east will be all compatible multi-family
development. To the north, however, the land is zoned commercial. A
buffer of hedges will be installed by the developer and maintained by the
homeowners association, who will augment it when necessary.
Since this is to be a subdivision with public improvements, Section 14-62
applies, so provision for a park area or contribution to the City recreation
fund needs to be discussed with the Board.
The preliminary plan for Doug's Unit 1 quadruplexes on North Moss Road is in
complance with the City Code,' subject to the foregoing comments, and is
found satisfactory by the Staff, subject to further review by the Board.
9'1<j~J:;~ ~
Jacqueline Koch
Director of Administrative Services
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Dear .Jackie:.." ,;::';\'. ~*";"
,J''' f s 'S tot" fo "',1'0"., t..t'bjia .'l'<<O.p let.. \.. r?:.,,;t..'. f.lh.~':c
,fJrel1f.fnary plans '''. t"."ovI.ref.reneed proJeeti..'. kn.wn .s
<.'1)oug., Unit tle.,il,.,.and:"ec....nd l"roYl,l 'w.fth th,'...110w'n,
com.ents and co.'itt.a. te:"e'.ddressel and nsol..lt:,_tct". 't..e
,'Of final eng1"e.'..'_.. ~:,,/';,~ ')H,'" I,t, r '" j'\!r~~ ,.
It;,'''~''-, {: " " .!~ ,; 'f;':j; ~'. '!, 'if .. ~.j"";. J:f ~;i, ~~i~f~\ t.f ,
1. A detailed topographic plan of the nltural site ..d a s1~e
grading pl~ft show1ngftn.' stte elevlt'ons lad....,..,.fl.w
arrows.' '" " ;, ,:,., ,- ~:'~J~;;,<i,!-:
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2. A soil s eng ineer II report and" f'eeoll.eftdlt1ons ., to tile <; :
demuck i ng and backff11 proced..",s'oll owed up by'. ;'
certification of-the W01"t during the actul1 de.acting and
lot filling pr~cesses.
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3. Stormwater calculations including routed flow t~rough the
retention basin Ind out into the outfall system for a
lO-year. 24-hour ,tor. and a lOO-year. 24-hour stor.. The
Engineer should contact us for blctwlter tnferutfoll'.. ,the
outfall system at the t1.e he tonducts~i' flo..touting
cllculations.
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4. An access easement suitable to the CIty Ind North Orlando
Water I Sewer Company shall be provided to the lift station.
5. We do not recommend the use of metal or aluminum pipe in
close proximity to building foundations such IS shown
between lots I and 9 and Ilong the east side of lot 7.
These types Gf pipe systems are subject to joint leakage Ind
may cause cave-in or loss of fill next to the foundations.
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em Of W1MTER SPRINGS
RECEIVED
OCT 2 6-1983
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~'.i,i~;;~::......ent...o..cI t....,;'rop.s... ~.t..tto..area .,1"1.',,-'. ....:
f.;;t",.'1:P~'" teled aDd the ....t."tl.o.a ".asltould taefence' t~~t.cl v.ae "'
..'f,'ta ,.svitabl e ,..intenpcI:,:"". ..d..acee.s ,.a....ent;,~....~- ;:.
~;'h~~,..t.t.nanc..'u.,ose.t !'f.<<__fs 1:'ls (,,1'loo._ld.d eve,,: W ,,'1M
;~ retentionar.. 1s to 'Jt..tn:tn-,rfvat. ~coatrol .s .tJa. ....4s:'
l>' for .aintenlnee stfll.,exist. .Side slopes -on the
retention area should be such that they can be grass.d and
,.owed.wit~ut,"lIl.r.to!.,t,uip.ent operating thereon.
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":'.'.,:Tlte street, .....toft. '... ','.vation within thtspa..to' tile
watershed, wfl.',pr.. obabl,..ed IInderdrl ins, and th.y.lloul d
.i :~be installed ... ~.tb..t...., ts'.,r.eco..ended by t", .oil s
engineer. T",~..n$ e"11neer,fnhis report, sllould acldress
.et..-son.;'ifd'e'f, '.....1. wtthin the area based Oft IItstoric
,. el evatfonswbtctl"I'Ni .t present, above the nltural,round.
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8. In dotng t~e stor..ater calculations, the Engineer shill
include natural runoff r.tes co.fng fro. the adjacent
upstrel. watershed that naturally falls onto this site fro.
up ftear the bank and the property adjacent to this project.
If there are Inl ~uestions .bout the watershed, they may
consult the Cfty'. en,ifteer for veriffcation of the extent
of the watershed IS shown fn his Master Drafnage Plan. The
developer fs di..ected to Sectfons 14-122 and 14-123 of the
Cfty Code for other drainage specifics.
9. In reviewing the actual sfte plan, we would recommend that
. the parkfng a...as be chlnged to include at least a 5-foot
minfmu. center fs1 e blckup ~trip next to the bufl ding fn
order to improve the egress from the end parking spaces.
This could be accomplished by .oving the total parking area
forward by about 5-foot toward Corey Lane for the front
parkfng areas. This also needs to be looked at in the case
of the rear parking areas.
10. The water mafn shall be 8. due to the hfgh density of the
site unless it cln be looped fnto I 6. lfne in the Indian
Rfdge systell.
At the tfme of final engineerfng, the Engfneer wfll review the
plans in accordance wfth the City Ordinances and the above
comments, and .ake final recom.endatfons IS to their approval.
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Conklin, ~ort.r and Holm..
~ ~O ENGINEERS, INC.
!lOO W. FUlTON STREET
POST OFFICE BOX 1976
SANFORD. FLORIDA 32771
TEL305322-6841 TEL 3O!l831-!l717
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10/26/83
Ms. Jacqueline Koch, City Planner
City of Winter Springs
Page 3
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We understand that the City will allow construction of the stub
road prior to the completion of Moss Road, and if such occurs, a
suitable edge protection at the turnout onto the unpaved Moss
Road right-of-way will need to be provided. The elevations of
this street in relation to the current final engineering on Moss
Road should also be coordinated at the time of final design.
If you have any questions, please contact us.
Sincerely,
CONKLIN, PORTER & HOLMES-ENGINEERS, INC.
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William R. Holmes, P. E.
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