HomeMy WebLinkAbout1997 09 22 Regular Item G
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COMMISSION AGENDA
ITEM
G
REGULAR X
CONSENT
INFORMATIONAL
September 22. 1997
Meeting
/DEPT.@
horization
REQUEST: Land Development Division presenting to the City Commission the Planning and
Zoning Board's recommendation as it relates to the Preliminary Engineering for
that project called Tuskawilla Road Site for Commission action on the project.
PURPOSE: The purpose of this agenda item is to present to the City Commission the Planning
and Zoning Board's recommendation as it relates to the preliminary engineering
for the Tuskawilla Road Site for Commission action on the project. This project is
located on the southwest corner of Tuskawilla Road and Orange Avenue and is
proposed to have twenty four (24) lots on approximately 11.2 acres of land. The
property is zoned R-1A.
APPLICABLE CODE:
Section 9-46. Filing and contents of preliminary map and plan.
(b) Preliminary Plan.
(1) The applicant shall prepare and submit a preliminary subdivision map and/or
plan together with other supplementary material specified below, accompanied by
the appropriate form and fee to the city planner who shall process the application
in accordance with provisions of this Code.
. September 22, 1997
Regular Agenda Item G
Page 2
Processing shall be as follows:
a. City planner
b. City engineer.
c. Staff review.
d. Planning and zoning board.
e. City council.
. (2) Preliminary plan supporting data. The preliminary plan shall be drawn on standard
twenty-four inch by thirty-six-inch paper for convenient filing at a reasonable scale
(nonnally one (1) inch equals one hundred (100) feet) and shall include the following:
a. Name of development; date of preliminary plan or revision; scale of plan;
north arrow; approximate acreage in the tract being subdivided; total number of
lots; name, address and telephone number of developer, surveyor and engineer.
b. Location map showing relationship between area proposed for development
and surrounding area.
c. Legal description of tract to be subdivided.
d. Boundaries of tract shown by a heavy line.
e. Existing streets. The name, location and right-of-way width of all existing
improved streets, rights-of-way and platted streets within two hundred (200) feet
of the proposed subdivision; surface elevation, including any legally established
centerline elevations; walks, curbs, gutters, culverts, etc.
f Proposed streets. The name of temporary designation (Street A, B, C, etc.),
right-of-way, and type and width of pavement. Include any streets shown on the
adopted comprehensive plan.
September 22 1997
Regular Agenda Item G
Page 3
g. Proposed easements or rights-of-way other than for streets (e.g., for drainage,
pedestrian ways, bridle paths, or bicycle paths), location, width and purpose.
h. Lots. Lot lines and scaled dimension, lot numbers, and/or block numbers, and
building setback lines for irregularly shaped lots. The building setback distance is
the distance required to meet the minimum lot width of the zoning district.
i. Sites, if any, for multifamily dwellings, shopping centers, churches, industry,
parks, playgrounds, and other public and nonpublic uses exclusive of single-family
dwellings.
j. Names of abutting subdivisions, recordation date and number.
k. Existing utilities on and abutting the tract; location, size and invert elevation of
sanitary, storm, and combined sewers; location and size of water mains; location of
gas lines, fire hydrants, electric and telephone poles, streetlights. If water mains
and sewers are not on or abutting the tract, indicate the direction and distance to,
and size of nearest ones, showing invert elevation of sewers.
1. Proposed utilities. A statement on the proposed method of water supply and
sewage disposal.
m. Other existing improvements, including buildings, on the tract.
n. Natural features, including lakes, marshes or swamps, watercourses, and other
pertinent features; wooded areas. A general description of soils and existing
vegetation on the tract shall also be provided (Seminole County Soils Survey).
o. Existing contours at one-foot intervals based on U.S. Coast and Geodetic
Datum for the tract to be subdivided and, where practicable, extending twenty-five
(25) feet beyond the tract boundary.
September 22, 1997
Regular Agenda Item G
Page 4
p. Proposed surface drainage with direction offlow and method of disposition to
the natural drainage area indicated or other acceptable stormwater systems.
q. Subsurface conditions on the tract, to a minimum depth requested by the city
engineer; location and results of tests made to ascertain subsurface soil, rock and
groundwater conditions; depth to groundwater; location and results of soil
percolation tests; location and extent of muck pockets. Tests shall indicate
weight-bearing capability of the soil after stripping and compacting.
r. Zoning on and abutting the tract.
s. Proposed public improvements; highways or other major improvements planned
by public authorities for future consideration on or near the tract.
t. Draft of restrictive covenants, if any. If the development is a PUD or private
development of any nature, restrictive covenants will be required, if available, at
the time of submission.
u. Other preliminary plans. When requested by the city, typical cross sections of
the proposed grading, roadway and sidewalk, preliminary plans of proposed
potable water and firefighting systems, sanitary sewage systems, stormwater
management systems. All elevations shall be based on U.S. Coast and Geodetic
Datum. The applicant shall provide the location and information of the hundred-
year flood elevation relative to the proposed site, based on the FEMA (Federal
Emergency Management Agency) maps and establish the wetlands boundary by
the approved governing agencies, such as the Florida Department of
Environmental Regulation, the St. John's Water Management District and the U.S.
Army Corps of Engineers. In addition, the seasonal high water elevation shall be
provided, as determined by a registered professional engineer in the State of
Florida.
September 22, 1997
Regular Agenda Item G
Page 5
FINDINGS: This project is in compliance with applicable code.
The Site Plan Review Board consensus was that the project be forwarded to the
Planning and Zoning Board with the recommendation that the preliminary
engineering be approved contingent on those items noted in the Staff comments
be addressed at final engineering submittal.
The Planning and Zoning Board, at their meeting of September 3, 1997,
recommended that the project be considered favorably and forwarded to the City
Commission for their action. The Planning and Zoning Board further gave
approval to the Land Development Coordinator to present this to the City
Commission prior to the Board receiving and approving the minutes of the
September 3, 1997 meeting.
RECOMMENDATION:
The recommendation of the Site Plan Review Board and the Planning and
Zoning Board is that this project be approved by the City Commission contingent
upon those items listed in the Staff comments being addressed at final engineering
submittal.
ATTACHMENTS:
August 21, 1997
- Site Plan Review Board Minutes with attached Staff
comments addressing contingency
- Preliminary Engineering Plans
COMMISSION ACTION:
, ~
August 21, 1997
To:
Community Development Director
Staff n
Land Development Coordinator ~
From:
Re:
Site Plan Review Board
Preliminary Engineering
Tusdawilla Road Site
The above referenced Site Plan Review Board convened on August 21, 1997. C. Madden and R.
Spano represented the project. Staff members present were Grimms, Houck, Jenkins, Lallathin,
LeBlanc and Lockcuff
Please see attached Staff comments.
The Staff consensus was that the project be forwarded to the Planning and Zoning Board with the
recommendation that the preliminary engineering be approved contingent on those items noted in
the Staff comments be addressed at final engineering submittal.
MEMO FOR RECORD
August 21, 1997
Land Development Coordinator I
From:
Re:
Preliminary Engineering Staff Review
Tuskawilla Road Site
I have reviewed the above referenced preliminary engineering and recommend approval with one
caveat and that is that the covenants be submitted for review.
"" . . -i1
WINTER SPRINGS UTILITY I PUBLIC WORKS DEPARTMENT
110 NORTH FLAMINGO AVENUE
WINTER SPRINGS, FLORIDA 32708
Telephone (407) 327-2669
Fax (407) 327-0942
June 30, 1997
TO: Don LeBlanc, Land Devp.lopment Coordinator
FROM:
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Kipton Lockcuff, P.E., Utility Director V'
RE:
Preliminary Engineering Submittal
Tuskawilla Road Site - Button Property
We have reviewed the preliminary engineering for the revised Tuskawilla Road Site signed and sealed
June 25, 1997 and recommend preliminar:y eniPneerinl: approval with the followinl: conditions:
1. This subdivision is not contiguous to an existing or planned reclaimed water main. A reclaimed
water distribution system is not required for this development.
2. No water and sewer capacity has been reserved for this project although capacity is available. Water
and sewer construction costs as specified in the Oversizing Agreement will be due prior to application to
DEP for the water and sewer construction permit. Connection fees will also be due at that time.
3. The water and sewer lines shown as "existing" have not been completed or certified by DEP although
they are under construction. Connection will be contingent upon completion and certification.
The following comments need to be addressed during final engineering.
1. Improvements are shown in the 30' R/W south of this property. There is no easement that would
allow these improvements. This R/W is not planned to be used in our traffic circulation plan and will
probably become a maintenance liability for the City. I recommend that it be vacated unless the trail
plans would have a need for this R/W.
2. Please address the drainage along Orange Avenue and Tuskawilla Road where they are contiguous to
this development. The swales may need to be regraded so that standing water does not adversely impact
the adjacent lots. The proposed direct connections to the existing pipes on Orange Avenue may need to
be revised to accommodate the swale drainage along Orange A venue.
3. Access to Tract "C" will have to be provided. If the R/W is vacated, access to the drainage easement
along the rear of lots 1 through 8 has to be addressed.
4. Trees to remain should be shown so compliance with the Arbor Ordinance can be determined.
File
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o Basinger and Delray fine sands
o Basinger, Samsula and Hoon soils, depressional
o EauGallie and Immokalee fine sands
G Myakka and EauGallie fine sands
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. 1 1/4" ASPHALT - TYPE 5-111 (MINIMUM)
._ 12"
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1 0" STABILIZED SUBGRADE CONSTRUCTED IN
ACCORDANCE 'MTH 'MNTER SPRINGS ROAD CONST.
SPECS AND COMPACTED TO 95 PERCENT OF
THE MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-1BO TEST METHOO (MINIMUM 75 f1lV)
6" SOil CEMENT BASE COURSE
MINIMUM COMPACTION or g8~
WIN. COMPRESSI\I[ STRE.NGTH or
JOO PSI AT THE END or 7 DAYS
IN THE FIELD NOT A PUG MILL
BRE AK PER THE C1 TY or WIN TER
SPRINGS.
Legal Description
46
Lot 18 of Block "B", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP,
according to the plat thereof as recorded in Plot Book 1, Page 5 of the Public Records of
Seminole County, Florida.
GRAPHIC SCALE
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LIMITS OF ORGANICS AS
LOCATED AND REPORTED
BY YOVAISH ENGINEERING
SCIENCES
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4' SIDEWALK 2,500 LB "C"
CONCRETE 4" THICK 6" @
DRIVEWAYS CONTRACTION JOINT
(1" DEEP) EVERY 4 FEET
EXPANSION JOINT EVERY 20 FEET
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TALBOT ENVlRONMENTAL, INC.
AnN: TIM TALBOT
380 SEMORAN COMMERCE PL., STE. A-l03
APOPKA, FLORIDA 32703
PH (407) 886-8887
VICINITY MAP
15' DRAINAGE / UTILITY ill
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OWNER/DEVELOPER:
D.R. HI, INC.
AnN: DAVID AULD
6250 HAZIL TINE NATIONAL DRIVE
SUITE 104
ORLANDO FLORIDA 32822
ENVIRONMENTAL CONSULTANT:
SAN MH #2
STA.=72+23.55-13.82 LT,
NOTE: 1. PAVEMENT SECTION SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDA nON
OR WIN TER SPRINGS ROAD CONSTRUCTION SPECIFIC A TIONS. WHICHEVER IS MORE STRINGEN T.
~ TYPICAL SECTION (50' RLW)
- N. T.S.
GENERAL NOTES:
1. SECTION 38, TOWNSHIP 20S. RANGE 31E
2. CURRENT ZONING: R1 - A PUD CURRENT LAND USE: AGRICULTlJRAL
3. SITE CONTAINS 11.21:t GROSS ACRES
4. PROPOSED DEVELOPMENT: SINGLE F AMIL Y RESIDENTIAL
5. TOTAL NUMBER OF PROPOSED LOTS = 24
6. RESIDENTIAL DENSITY - 24 UNITSj11.21 AC. 2.14 D.U./ACRE
7. PROJECTED SCHOOL AGE POPUL,A nON = 0.526 X 24 = 13
8. MINIMUM LOT DEPTH = 125 FEE T
MINIMUM LOT WIDTH = 75 FEET
9. BUILDING SETBACKS:
FRONT = 25'
REAR = 25'
SIDE = 7 S' (15' FOR SIDE YARDS ADJACENT TO STREETS)
10. FLOOD HAZARD FOR THE AREA IS ZONE X PER PANEL #1120117C0135E
DA TED: APRIL 17. 1995.
11. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT
12. TOPOGRAPHY PROVIDED BY ALLEN & COMPANY, INC..
13. WAITR SERI/ICE PROVIDFD BY CITY or WINTER SPRINGS.
14. SANiTARY SEWER SERI/ICE PROI/IDED BY CiTY OF WIN TER SPRINGS.
15. 10' PLAN T1NGjSCRtENING EASEMENT PROI/IDED ALONG ruSKAWILLA ROAD.
16 UTILITY EASEMENTS TO BE DEDICATED TO CITY m WINTER SPRINGS.
17. DRAINAGE EASEMENTS TO BE DEDICATED TO THE HOME OWNERS
ASSOCIA TION.
18. THERE WILL BE CONSERVATION AREAS ON SUBJECT PROPERTY. TREES
WILL BE PRESEfNF:D WHERE POSSIBLE
19. THE ENTIRE SITE. IS ABOVE THE 100 YEAR FLOOD STAGE.
20. BLUE. REFLECTORS SHALL BE INSTALLED IN THE ROADWAY. PER CITY
STANDARDS TO INDICATE FIRE HYDRANT LOCATIONS.
21. THERE ARE NO PLANS FOR GAS SERI/ICE IN THIS AREA
111
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22 NO SITES FOR PUBLIC OR NON--PUBLlC USE ARE PROPOSED
23 MAXIMUM BLDG HEIGHT = 35 FEET (2 STORIES).
24. THE PROPOSED PROJE.CT WILL BE CONSTRUCTED IN ONE PHASE.
25. NO RECREATIONAL FACILITIES ARE PLANNED FOR THIS PROJECT.
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26. STREET A AND STREET 8 TO BE DEDICATED TO THE CITY OF
WINTER SPRINGS.
27. LANDSCAPING, TREE PLAN TING AND IRRIGATION TO BE PROVIDED
WITHIN THE PLANTlNG/ SCREEN EASEMENT.
28 NO RECLAIMED WATER IS AVAILABLE OR PROPOSED FOR THIS DEVELOPMENT.
& 29 A ACOE. NATIONWIDE PERMIT WILL BE REQUIRED.
31. SIDEWALKS TO BE CONSTRUCTED THROUGHOUT THE ENTIRE PROJECT IN
COMPLIANCE WITH WINTER SPRINGS CITY ORDINANCE 9-'221.
32. ALL EXISTING WELLS SHAL L BE GROU TED THE FULL DEPTH OF THE
CASING.
33. ALL SEPTIC TANKS AND DRAIN FIELDS SHELL BE REMOVED PER F.D.E.P
CODES AND REGULA TIONS.
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CIVIL ENGINEER:
MADDEN ENGINEERING, INC.
A TIN: SCOTT BENSON
431 E HORATIO AVE.. SUITE 260
t.AAITLANO, FLORIDA 32751
PH (407) 629-8330
GEOTEHNICAL ENGINEERS:
UNIVERSAL ENGINEERING SCIENCES
A TTN: JIM ROTHROCK
3532 t.AAGGIE BLVD.
ORLANDO. FLORIDA 32811
PH (407) 423-0504
PROJECT MANAGER:
TUSKAWll.A SHOFE8
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SURVEYOR:
ALLEN & COMPANY, INC.
A TTN: JOE JENKINS
1420 EAST ROBINSON STREET
ORLANDO. flORIDA 32801
PH (407) 897-1443
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SANLANDO LAND, INC.
A TTN: DOUGLAS t.AAISE
238 N. WESTMONTE DRIVE
SUI TE 290
AL TAt.AONTE SPRINGS. FL 32714
TUSKAWLLA SHOFE8
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CIVIL ENGINEERS
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-8330
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CASTINGS ARE RATED FOR LIGHT
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QUALITY: MATERIAL SHALL
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10' STABILIZED
BERM (MIN.)
VARIES
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a WET IlBTENTION POND SJrCTION
- N.T.S.
THE INLlNE DRAIN CAN BE USED TO
ENTER AN EXISTING LINE BY USE Of'
A RISER AND A TEE
THE INUNE DRAIN CAN BE USED AT
THE BEGINNING OF A DRAIN LINE
431 E. Horatio Avenue
Suite 260
Maitland. Florida 32751
(407) 629-8330
· = TO BE DETERMINDED DURING FINAL ENGINEERING
STS STR. #8
STA.=44+S5.36-382.6 RT.
ADS DRAIN BASIN
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STS STR. '17
SITE BENCHMARK
Top of Catch Basin
Elevation = 24.51'
STS STR. '15
10' PLANTING/SCREEN
WALL EASEMENT
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15' ROW TO BE DEDICATED
TO SEMINOLE COUNlY
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~TA.=44+28.15-147.5 LT.
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NOTES:
1. DEED RESTRICTIONS WILL BE RECORDED AS REQUIRED FOR ANY
REAR YARD SWALES TO ENSURE THE OPERATION.
2. FINAL LOT GRADING WILL BE SHOWN WHEN FINAL ENGINEERING
IS SUBMITTED.
3. TREES WILL BE PRESERVED WHERE POSSIBLE AND WILL BE TAKEN
INTO ACCOUNT DURING FINAL ENGINEERING.
4. ENVIRONMENTAL 'SWALES WILL BE BUILT WITH THE INFRASTRUCTURE
AND SODDED BY THE DEVELOPER.
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10' DRAINAGE/
UTILllY EASEMENT
,
TRACT C
(CONSERVATION)
0.07 ACRES
ser" l:
96318
_~iJ ~L~7
1" = 60'
B y:___f5_~_!?u____
KSB
ENVIRONMENTAL
SWALE
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5. THE CITY WILL NOT MAINTAIN YARD DRAINS AND PIPING.
JOB # .
DA it
".
15' DRAINAGE/
UTILllY EASEMENT
STS STR. '20
STA.=45+30.44-151.8 LT.
30
6.
ALL LOT LINE SLOPES WILL HAVE A MINIMUM 1.5% SLOPE.
m S:CN~ D
29
&,7.
UNDERDRAINS WILL BE PLACED ON BOTH SIDES OF THE ROADS
DURING FINAL ENGINEERING AS DESIGNED BY THE GEOTECHNICAL
ENGINEER.
8. INGRESS/EGRESS TO LOTS BORDERING ORANGE AVENUE AND
TUSKAWlLLA RD. SHALL BE DEDICATED TO THE CITY.
DI7rWi~J l3Y:
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2 of 2
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