HomeMy WebLinkAbout2002 08 12 Consent D Final Engineering and Site Plan for Highlands Apartment, Phase II
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COMMISSION AGENDA
ITEM D
Consent X
Information
Public Hearin2
Re2ular
\d--
August ~002
Regular Meeting
MGR. ,(L-. /Dept. J/Y
REQUEST: Community Development Department presents to the City Commission, the final
engineering and site plan for the Highlands Apartments, Phase II.
PURPOSE: The purpose of this agenda item is to present to the Commission the final
engineering and site plan for 42 apartments on 2.069 acres, located within the
Highlands Planned Unit Development (PUD), along the west side of Sheoah
Boulevard and immediately north of the existing Seville on the Green Apartments.
This site was originally approved for blocks 5 and 9 of the Seville on the Green
Apartments, but these units were not constructed and the un-developed site was
eventually obtained by another party.
APPLICABLE LAW:
Sec. 9 - 26. Maps, engineering plans and plats to be submitted in
preliminary and final form.
Sec.'9 -71. When final development plan is to be filed; extension.
Sec. 9 - 72. Processing of final plans.
Sec. 9 - 73. Form and contents of final development plan.
Sec..9 - 74. Action on final development plan; expiration of approval.
CHRONOLOGY:
· March 1984 - Seville on the Greens plan received by the City
· March 1990 - City receives record (as built) drawing of project
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Regular Item A
August 12, 2002
Page 2
· May 1995 - Certificate of Title obtained
· February 2000 - Tax Deed obtained
· June 2001 - Warranty Deed obtained
· April 12, 2002 - Preliminary plan approved by City Commission.
FINDINGS:
1) The proposed site plan is consistent with the approved master plan in terms of the number of
units, setbacks, number of bedrooms, height, and number of parking spaces.
2) The proposed site plan is consistent with the City Code and Comprehensive Plan, subject to
modifications to the final site/engineering plans as may be required by the Public Works Direcor
.~d/or City Engineer, prior to any pre-construction conference or any site work.
RECOMMENDATION:
Staff recommends approval of the Highlands Apartment, Phase IT, final site/engineering plan,
s\1bject to modifications required by the Public Works Director and/or City Engineer.
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ATTACHMENTS:
A. Staff comments/conditions of approval
B. Final Site Plan
CITY COMMISSION ACTION:
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ATTACHMENT A
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Utility I Public Works
.Department
August 6, 2002
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FlORIDA 32708~2799
Telephone (407) 327-1800 .
Fax (407) 327-6695
Amr Gawad, P.E.
True Engineers & Architects, Inc.
1836 Woodward Street
Suite 101
Orlando, FL 32803
The Engineering Division has conditionally approved the Final Engineering Plans for the
. Highlands Apartments dated 8/6/02. Please coordinate with the Community Development
Director to ensure that all departments have approved same. Please note that this approval does
not guarantee the final approval from the City Commission.
Prior to scheduling a pre-construction meeting the following items will be required:
1. Stern wall may be required for southern building. Maximum allowable slope for lot grading
is 4:l.
2. Gutters will be required to connect on-site.
3. Conflict between sanitary and storm must be resolved.
4. Revised stormwater calculations for hydraulic grade will be required for the change of a 48"
pipe to an equivalent 42" pipe.
5. Copy ofSJRWMD exemption
6. Copy of FDEP permits
7. Copy of the certified engineer's estimate for construction or one copy of executed contract
wi II be needed.
8. Copy of all recorded easements for installation of any underground utility lines or other
agreements with adjacent property owners.
9. Copy of HOA covenants and restrictions
10. Copy of proposed maintenance bond for private streets
11. 1 % inspection tee
12. Copy of construction schedule.
13. Copies of complete set of construction drawings for City inspectors and contractors with
approval stamps.
Should you have any further question, feel free to contact me at 407-327-5983. To schedule a
pre-construction meeting, contact Zynka Perez at 407-327-5977.
Sincerely,
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cc: Znyka Perez, Engineering Technician/Inspector
John Baker, Planning Coordinator
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TTlUe f;ngineet'S ~ A~H:eds Inc.
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Creativity A. True As Reality ·
Engineering / Architecture / Interiors / Landscape
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CONSTRUCTION DOCUMENTS
AUGUST 12, 2002
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PREPARED FOR:
MNH Enterprises, Inc.
1101 N. Maitland Avenue
Maitland, FL- 32751
DEVELOPER
ENGINEER/ARCHITECT
SURVEYOR
MNH ENTERPRISES, INC.
1101 N, MAITLAND AVENUE
MAITLAND, FL-32751
TRUE ENGINEERS ,& ARClllTECTS, INC.
1836 WOODWARD STREET, SUITE 101
ORLANDO, FLORIDA 32803
PHONE: (407) 895-5400
ADVANCED LAND
SURVEYING & MAPPING
P.O. BOX 560698
ORLANDO, FL-32856
(407) 509-2305
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SECTION 33, TOWNSHIP 20 SOUTH, RANGE 30 EAST CITY
OF WINTER SPRINGS, FLORIDA
MEADOWBROOK WINTER SPRINGS, LLC
PARCEL 33-20-30-515-0104-000
ZONED PUD
LEGAL DESCRIPTION:
(AS PROVIDED BY CLIEN1)
PARENT TRACf
A PORTION OF TRACTS D, E, AND I, THE HIGHLANDS SECTION THREE, CITY OF WINTER SPRINGS, AS RECORDED IN PLAT
BOOK 17, PAGES 48 AND 49, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT D,RUNSOUTH85^1l'58"WEST,ALONG THE SOUTH LINE
THEREOF, 70.00 FEET THENCE NORTH 36^50'38" WEST, 217.13 FEET; THENCE NORTH 44^47'02" WEST, 177.77 FEET; THENCE
NORTH 83^36'38" WEST, 315.32 FEET; THENCE NORTH 10^21'05" WEST, 310.54 FEET; THENCE NORTH 57^33'OO" EAST, 150.51
FEET; THENCE NORTH 66^29'30" EAST, 340.92 FEET; THENCE
NORTH 27^13'43" EAST, 153.87 FEET; THENCE NORTH 06^52'27" EAST, 72.74 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 06^52'27" EAST, 71.40 FEET; THENCE NORTH 21^24'40" EAST, 153.06 FEET; THENCE NORTH 08^48'25" EAST,
141.52 FEET; THENCE NORTH 23^OI'18" EAST, 55.72 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SHEOAH
BOULEVARD, SAID POINT BElNG ON A CURVE CONCAVE
SOUTHWESTERLY , HAVING AS ITS ELEMENTS A RADIUS OF 354.78 FEET, A CENTRAL ANGLE OF 25^ 16'25", A TANGENT OF 79.54
FEET, AND A TANGENT BEARING OF SOUTH 63^53'39" EAST, THENCE ALONG THE ARC OF SAID CURVE AND SAID WESTERLY
RIGHT OF WAY LINE 156.50 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTIIWESTERL Y
HAVING AS ITS ELEMENTS A RADIUS OF 726.13 FEET. A CENTRAL ANGLE OF 34^01'16", AND A TANGENT OF 222.15 FEET:
THENCE ALONG THE ARC OF SAID CURVE 431.16 FEET; THENCE DEPARTING SAID RIGHT OF WAY UNE SOUTH 87^24'02"
WEST 18.14 FEET; THENCE NO~ 28^13'03" WEST, 154.38 FEET TO A POINT ON A CURVE CONCAVE NORTHERLY AND
HAVING AS ITS ELEMENTS A RADIUS OF 36.00 FEET, A CENTRAL ANGLE OF 75^40'05", A TANGENT OF 27.96 FEET, AND A
TANGENT BEARING OF SOUTH 42^18'41" WEST; THENCE ALONG THE ARC OF SAID CURVE 47.54 FEET; THENCE SOUTH
27^58'46" WEST, 42.00 FEET; THENCE NORTH 62^Ol'14" WEST, 44.00 FEET TO THE P.C. OF A CURVE CONCAVE
NORTHEASTERLY HAVING AS ITS ELEMENTS A RADIUS OF 78.00 FEET, A CENTRAL ANGLE OF 19^25'58", AND A TANGENT OF
13.36 FEET; THENCE ALONG THE ARC OF SAID CURVE 26.46 FEET; THENCE NORTH 68^35'20" WEST, 45.29 FEET; THENCE SOUTH
21 ^24'40" WEST, 84.44 FEET; THENCE NORTH 68^35'20" WEST, 87.08 FEET TO THE POINT OF BEGINNING.
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5HEIT# DE5CKIPnON
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1836 WOODWARD ST., Suite # 101, Orlando, FL-32803, Ph: (407) 895-5400/895-5226, Fax: (407) 895-5225, Web Site: www.astrue.net E-Mail: astrue@cfl.rr.com
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SHEOAH BOULEVARD
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STATE ROAD 43
CONCRETE SIDEVALK
VICINITY MAP
(NOT TO SCALD
MZADOVBROOK "'INTER SPRINGS, LLC
PARCEL 33-20-30-515-0104-000 ,J>
ZONED PUD
H
LEGAL DESCRIPTION
(AS PROVIDED BY CLIENT)
LEGAL DESCRIPTION
PARENT TRACT
A PORTION OF TRACTS D, E, AND I, THE HIGHLANDS SECTmN THREE, CITY OF VINTER
SPRINGS, AS REClRDED IN PLAT BOOK 17, PAGES 49 AND 49, PUBLIC RECORDS OF
SEMINOLE COUNTY. FLORIDA, BEING KJRE PARTICULARLY DESCRIBED AS FOLLOVS.
G
COMMENCING AT THE S[]lJTHEAST CORNER OF SAID TRACT D, RUN SOUTH 95"'11'58'
....EST, ALONG THE SOUTH LINE THEREOF, 70.00 FEET THENCE NORTH 36"50'39' ....EST,
217.13 FEET) THENCE NORTH 44"47'02' VEST, 177.77 FEET) THENCE NORTH 83"36'38'
VEST, 315.32 FEETI THENCE NORTH 10"'21'05' VEST, 310.54 FEETI THENCE NORTH
57"33'00' EAST, 15051 FEET) THENCE NORTH 66"'29'30' EAST, 340.92 FEET) THENCE
NORTH 27"'13'43' EAST, 153.97 FEETI THENCE NORTH 06"52'27' EAST, 72.74 FEET
TO THE POINT OF BEGINNINGI THENCE CONTINUE NORTH 06"52'27' EAST, 71.40 FEET)
THENCE NORTH 21"'24'40' EAST, 153.06 FEETI THENCE NORTH 08"48'25' EAST, 141.52
FEETI THENCE NORTH 23"'01'19' EAST, 55.72 FEET TO A POINT ON THE VESTERL Y RIGHT
OF ....AY LINE OF SHECAH BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE
SOUTH....ESTERLY. HAVING AS ITS ELEMENTS A RADIUS OF 354.78 FEET, A CENTRAL ANGLE
OF 25"'16'25'. A TANGENT OF 79.54 FEET. AND A TANGENT BEARING OF SOUTH 63"53'39'
EAST, THENCE ALONG THE ARC OF SAID CURVE AND SAID ....ESTERL Y RIGHT OF ....AY LINE
1:56.50 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTH....ESTERL.(
HAVING AS ITS ELEMENTS A RADIUS OF 726.13 FEET, A CENTRAL ANGLE OF 34"01'16',
AND A TANGENT OF 222.15 FEETI THENCE ALONG THE ARC OF SAID CURVE 431.16 FEETI
THENCE DEPARTING SAID RIGHT OF VAY LINE SOUTH 87"'24'02' 'JEST 18.14 FEET)
THENCE NORTH 28"'13'03' VEST, 154.38 FEET TO A POINT ON A CURVE CONCAVE
NORTHERLY AND HAVING AS ITS ELEMENTS A RADIUS OF 36.00 FEET, A CENTRAL ANGLE OF
75"'40'05', A TANGENT OF 27.96 FEET, AND A TANGENT BEARING OF SOUTH 42"19'41'
....ESTI THENCE ALONG THE ARC OF SAID CURVE 47.54 FEET) THENCE SOUTH 27"58'46'
VEST, 42.00 FEET) THENCE NORTH 62"01'14' VEST, 44.00 FEET TO THE P.C. OF A
CURVE CONCAVE NORTHEASTERLY HAVING AS ITS ELEMZNTS A RADIUS OF 78.00 FEET, A
CENTRAL ANGLE OF 19"25'58', AND A TANGENT OF 13.36 FEETI THENCE ALONG THE ARC
OF SAID ClRVE 26.46 FEETI THENCE NORTH 68"35'20' VEST, 45.29 FEET) THENCE SOUTH
21"'24'40' 'JEST, 84.44 FEET) THENCE NORTH 68"35'20. ....EST, 87.08 FEET TO HE
POINT [If" BEGINNING.
F
SURVEYOR'S NOTES
E
1. THIS IS A BOUNDARY SURVEY.
2. THIS SLRVEY ....AS PREPARED ....ITHOUT THE BENEFIT OF A TITLE SEARCH.
3. BEARINGS SHO"'N HEREON ARE ASSUMED AND BASED ON THE NORTH RIGHT OF 'JAY LINE
OF STATE ROAD 434 BEI/IKi NORTH 88"'23'40' ....EST PER PLAT OF THE HIGHLANDS
SECTION THREE, AS RECORDED IN PLAT BOOK 17, PAGE 48, THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA.
4. UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE NOT BEEN LOCATED. POINT OF BEGINNI
5. INTERIOR IMPROVEMENTS HAVE NOT BEEN LOCATED.
6. AFTER REVIEV OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No.12117C 0130
E, EFFECTIVE DATE APRIL 17. 1995, THE PARCEL DEPICTED HEREON LIES IN ZONE
'X' (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR F"LOOD PLAIN).
7. (D) DENOTES DESCRIPTION) (F) DENOTES FIELD MEASURED) (P) DENOTES PLAT) (C)
DENOTES CALCULATED.
8. VERTICAL INF"CRMA TION SHOVN HEREON IS BASED ON SEMINOLE COUNTY
BENCHMARK DESIGNATION No. 4644101, ELEVATION=41.538, AND SEMINOLE COUNTY
BENCHMARK DESIGNATION No. 4644201. ELEVATION=45.094. SITE BENCHMARK IS A
TOP OF MANHOLE COVER, ELEVATION=46.11 FEET, AS SHOVN HEREON.
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FINISHED FLOOR ELEV1!.TION=46.80'
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LEGEND
(SEE PARENT TRACT DETAIL FOR CONTINUATION)
o RECOVERED NAIL AND DISK
(L.B. 3615)CTYPICAU
o SET 5/8' IRON ROD AND CAP
(L.B. No. 6885)CTYPICAL>
LINE TABLE
C
COURSE
DISTANCE
BEARING
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
S 85"11'58'....
N 36"'50'38'V
N 44"'47'02'V
N 57"33'00'E
N 27"13'43.E
N 06"52'27'E
V 87^24'02'V
S 27^58'46'V
N 62"01'14'V
N 68"'35'20.V
70.00'
217.13'
177. 77'
150.51'
153.87'
72.24'
19.14'
42.00'
44.00'
45.29'
DATE
REVISIONS
BY
BY
DESCRIPTION
DATE
B
A
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2
3
5
4
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RY MANHOLE RIM ELEVATION=43.31'
INVERT ELEVAT ON=38.31'
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PARCEL 33-20-3O-515-0EOO-0000
'iLiNTAINING 2.069 ACRES, MORE OR LESS
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TOP ELEVATlON=44.64'
INVERT ELEVATION=39.64'
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UNITED DOMINIUM REAL TY TRUST
PARCEL 33-20-30-515-0DOO-0000
ZONED PUD
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CONTINUES AROUND POND
-APARTMENTS-
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RETENTION POND
.... A TER ELEV A TION"40. 98'
FEBRUARY 12, 2002
24' RCP
INVERT ELEV A TION=39.6 7'
TOP OF BANI<
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COURSE
Cl
C2
C3
C4
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DATE:
DESCRIPTION
JUNE 004, 2002
rEBRUARY 26, 2001
J. DAVIS
ADJUST TOPOGRAPHIC ELEVATIONS
ADD SEWER AND WATER DATA
K. MITCHELL
7
8
RADIUS
36.00'
78.00'
354.78'
726.13'
AD
LAND
G.P.S. and
ConvE>ntlona
SurvE>Y SE>r
GRASS MEDIAN (TYPICAL)
I
-ASPHAL T-
I
CONCRETE SIDEVALK
SANITARY MANHOLE RIM ELEVATION=43.33'
INVERT ELEVATION=38.83'
0.5' CONCRETE CURB
CONCRETE DRIVE AND PARKING
0.5' CONCRETE CURB
11
1.5' CONCRETE CURB AND GUTTER (TYPICAL>
STORM MANHOLE RIM ELEVATION=44.72'
INVERT ELEVATION=37.72'
~ \)"...
0(, ". /tI' SANITARY MANHOLE RIM ELEVATION=47.21'
J> " ~ of> INVERT ELEVATION=44.47'
o "'"
SET NAIL AND DISK
(L.B. No. 6885)
FIRE HYDRANT
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POVER TRANSFORMER
,
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CATCH BASIN
TOP ELEVATION=39.88'
\ [NVERT ELEVATIDN=3a1B'
1~r \~ \~
~ \ \
EDGE OF CONCRETE~
ARC LENGTH
47.54'
26.46'
156.50'
431.16'
DELTA
75"40'05'
19"'25'58"
25"16'25'
34^Ol'16'
CHORD
44.16'
26.33'
155.23'
424.86'
CHORD BEARING
S 80"'08'43'....
N 32"'52'17''J
N 49"15'25'....
S 19"'36'36'E
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SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS BOUNDARY AND TOPOGRAPHIC SURVEY
PERFORMED ON FEBRUARY 12, 2002, IS IN ACCORDANCE 'WITH THE TECHNICAL
STANDARDS AS REQUIRED BY CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE.
CERTIF"IED TO AND FOR THE EXCLUSIVE BENEFIT OF,
MNH ENTERPRISES, INC.,
ITS AFF"IUA TES, SUBSIDIARIES AND LENDERS.
KIRK B. MITCHELL P.S.M. L.S. No. 5682
CERTIF"ICATE OF AUTHORIZATION No. L.B. 6885
NOT VALID 'w'ITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA lICENSED SURVEYOR AND MAPPER.
ANCED
SURVEYING
8c MAPPING
P. D. BOX 560698
DRLANDO. FL 32856-06 8
PHONE (407) 509-230
FAX (407) 540-049
9
10
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DRAVN .J. DAVIS
F'IELD DATE EBRUARY Ie, eoc e
F'IEL.D BOOIe IICD( 09. PAGE 2'
SCALE l' . 30'
D. 108-olll!i9
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ORLANDO. FLORIDA 32803
PHONE: (407) 895-5400 FAX'(407) 895-5225
~J WEB SITE: www.astruc.nctE-MAll..:asbuC@ct1.JT.com
~ Creativity As True As Reality
~'7 :;t?
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ENGINEER OF RE(''ORD:
AMRT.GAWAD,P.E.
FLORIDA REGISTRATION #49416
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
-
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4 2n. 7/fYl
3 2/19/00.
2 2'{)5/fYl
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REVISION / SUBMISSIONS
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SITE SURVEY
OCOPV~IOHT2001, TRUE ENQINEEM &A~HITECTS, INC. OESICJNER I-IERlIWEXPAEBBLVAEBERvEllHlSCOPYRIOI-n'N<<:IOTl-fER
RIGHTS IN TliE IDEAS, DEStGNS, ARRANGEMENTS. PLANS AND DRAWINGS SHOWN I-ERE>>I. 8I.Di ~ DE!ItGNa. ~
PLANS NlD DRAWINGS WERE CREATED. EVOL\SJ AND DEVELOPED FOR USE Of\I, Nl)1N ~ WIlJllHE SPEClFU) PROJECT.
THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CHANQED OR CO'ED IN NiYfORN OR MANNER WHATSOB.I:R
A WITHOUT FIRST OBTAINING THE EXPRESS WRmEN PERt.lISSlON AND CONSENTOF'l'NJE PJrOfEEMaARCJtrTEcTSINC. NORM!
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ARCHITECTURAL
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INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
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DATE: AUGUST 12.2002 T SCALE:
PROJECT No: 01-043.00 1 I" = 40'
SHEEr No:
COOl
BOUNDARY AND TOPOGRAPHIC SURVEY
PREPARED FOR
MNH ENTERPRISES; INC,
A PORTION OF TRACTS E, AND I, THE HIGHLANDS SECTION
SECTION 33, TO'w'NSHIP 20 SOUTH, RANGE 30 EAST
SEMINOLE COUNTY, FLORIDA
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I
I
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IRAVN J. DAVIS
F'IELD DATE EBRl.JARY 11. l!OO
F'IELD IIlDK ~DK 09. PAGE 2
SCALE 1" = 30'
PRD.JECT ICI. 108-0069
F'ILE NAME: 108-1I069.11GN
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ORLANDO. FLORIDA 32803
PHONE: (407) 895-5400 FAX:(407) 895-5225
~J WEB SITE: www.a.bue.net E-MAIL: a..lbu<@cfI.rr.com
~ Creativity As True As Reality
~(;t?
67 n c Lv
ENGINEER OF RE(''ORD:
AMRT.GAWAD,P.E.
FI.ORIDA REGISTRATION #494t6
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
-
5 5/15/fJ2
4 2/27/fJ2
3 2/19/fJ2
2 2ftl5/fJ2
1 1/15/fJ2
No. DATE:
B SHEET NAME:
-
5th PREUMlNARY APPUCATION
4th PREUMJNARY APPUCATION
3nlPREUMlNARY APPUCATION
2nd PREUMJNARY APPUCATION
PREUMlNARY APPUCATION
REVrslON I SUBMISSIONS
TREE SURVEY
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Engineering / Architecture / Interiors / U1ndscape
~ 1836 WOODWARD SlREBT. SlE. 101
ORLANDO. FLORIDA 32803
~ PHONE: (407) 895,5400 FAX:(407) 895-5225
WEB SITE: www...true.netB-MAlL:...tru<:@ctI.rr.com
Creativity As True As Reality
LEGEND
COMMON NAME
ASPHALT
GRASS
CONCRETE
EXISTING CONDITIONS NOT
INCLUDED IN PROPOSED CONSIRUCTlON
EXJSITING CONCRETE TO BE REMOVED
EXISTING TREE TO REMAIN
IREE TO BE REMOVED
ENGINEER OF RECORD:
AMR T.GAWAD,P.E.
FWRIDA REGlSTRA nON #49416
HIGHLANDS
APARTMENTS
c
WINTER SPRINGS, FLORIDA
ARCHJffiCIURAL
CIVlL
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
5th PRELIMINARY APPUCATION
4th PRElJM1NARY APPUCATION
3td PRELlMlNARY APPUCATION
2nd PRELTMTNARY APPUCATION
PRELlMlNARY APPUCATION
REVTSION / SUBMISSIONS
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ElJ r,..,. f;nei,...,. &t A~ibc:ts Inc.
K
Engineering / Architecture / Inten"", / Land,,,,,,,,,
~ 1836 WOODWARD SlREET,STE. 101
ORLANDO, FLORIDA 32803
(9 PHONE: (407) 895-5400 FAX:(407)895-522.~
WEB SITE: WWW.8Sltue.nel E-MAIL: asuue@cJ1a.com
Creativity As True As Reality
LEGEND
SYMBOl
COMMON NAME
J
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.
EXISTING CONDITIONS NOT
INCLUDED IN PROPOSED CONSTRUCTION
ASPHALT
GRASS
CONCRETE
ZONING:
SUBDIVISION NAME: HIGHLANDS SECllON 3
PARCEL 1.0. NO.: 332030515
SET BACKS:
fRONT
REAR
SIDE
CORNER
REW!!lEll
25 It
25 ft
7.5 ft
15 It
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25 It
25 It
10 It
15 It
HEIGHT RESTRICTIONS: REWlIlED.
I MAX. HEIGHT 35ft
MAX. NUMBER Of f'UGHTS 3
ENTRANCE: DIVIDED ENTRANCE AND EXIT THAT
MATCH EXlSllNG MEDIAN OPENING.
EBQEQSED.
35ft
3
PO REQUIREMENTS:
LAND USE
MAX UNITS PER ACRE
TOTAL AREA (ACRES)
MAX NUMBER Of UNITS
PARKING FOR 2 & 3
BEOROOIr1 APARlNENTS
TOTAL NUMBER
ll' PARKING SPACES
REWlIlED.
GARDEN AP ARlNENTS
21
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GARDEN APAR1l.fENTS
19
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42
2 per unit
84
2 per unit
92
UllUTIES:
WAlER: AVAILABLE - CITY Of MNTER SPRINGS
SEWER: AVAILABLE - CITY OF MNTER SPRINGS
STORM SEWER: AVAILABLE - COONECT TO EXlSllNG RETENllON POND AND PIPING SYSTEIr1
fiRE LOSS MANAGEMENT: EXlSllNG fiRE HYDRANT MTHIN 300 ft. Of PRCPOSED BUILDING
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DISTRIBUTION:
2 BR. APT.
3 BR. APT.
TOTAL
29
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PROJE'CI' NAME:
ENGINEER OF RECOJtD:
4MR T. 64 W4D, P.E.
FLORIDA REGISTRATION #49416
HIGHLANDS
APARTMENTS
C
WINTER SPRINGS, FLORIDA
5 5/151f12
4 2/271f12
3 2/19/f1l
2 2/051f12
I 1/l5/f1l
No. DATE:
B SHEET NAME:
5th PRELIMINARY APPLICATION
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2nd PRELIM1NARY APPLICATION
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REVISION / SUBMISSIONS
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DATE: AUGUST 12, 2002 SCALE:
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//' JACK & BORE CASING
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"----.CONTRACTOR TO
/
COORDINATE WET TAP WITH
CITY OF WINTER SPRINGS
PUBLIC UTILITIES
6-INCH WET TAP WITH
TAPPING SLEEVE & VALVE
(SEE WET TAP DETAIL ON
SHEET C01O)
CONTRACTOR TO F'IELD
VERIFY EXISTING CITY'S
WA TER MAIN
E
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~_r-'r ')
/ ~F' (40.7) (40.7) ")
(1) 5~;wtH RPZ BACKFLOW PREVENTO(r:"TING CONDITIO< l
l (1) 2 - 'NClfIRRIGA nON METER! NORlHERN U'IT Of 'WALE )
(1) 2?'INCH RPZ BACKFLOW PREVENTOR (" BOTTOM MODIFICATION
(SEE SHEET L002 FOR IRRIGATION PLAN) r (40.10)
r~(39.B5)
(39.70) (39.80)
(39.62)
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FOOT TYP~ '~" INLET
FOOT lJ'IDEX NO. 232
TOyELEV. = 44.95'
SEINV.ELEV. 1.45'
/
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EXISTiNG S.S. g:'/pvc
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-....-EXiSnNG S,?,,'M.4NHOLE .0'0
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~ PROPOSED ","fiCA TIO<
PROPSED SWALE BOTTOt.1 ELEVATION AT II
OF PROPOESD DRIVEWAY
"
DEVELOPMENT DATA
SWALE MODIFICATION DETAIL
N.T.S.
~~~'--'^-...-/'---'"
/
BASIN "A" BASIN "B" TOTAL
(SO.FT.) (A.C.) (%) (SO.FT.) (A.C.) (%) (SO.FT.) (A.C.) (%)
5,488 0.126 14.9% 15,349 0.352 30.7% 20,837 0.478 24.0%
19,364 0.445 52.5% 18,338 0.421 36.7% 37.702 0.866 43.4%
24,852 0.571 67.4% 33,687 0.773 67.5% 58,539 1.344 67.4%
12,000 0.275 32.6% 16,255 0.373 32.5% 28,255 0.649 32.6% A
36,852 0.846 100.0% 49,942 1.147 100.0% 86,794 1.993 100.0%
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DESCRIPTION
FUTURE BUILDING & COVERED AREA
PROPOSED P A VEMEN T /SIDEWALKS
TOAL IMPERVIOUS AREA
OPEN SPACE/ GRASS AREA
TOTAL AREA
NEAREST 100 YEAR FLOOD ELEVATIONS:
ELEVA TION 44.40' AT LAKE AUDOBON
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ElJ r.... f;neift8MIC ~ A..dvt.cts Inc.
Engineering / Architecture / Interiors / Landscape
~ 1836WOODWARDS'lREBT.STE.101
ORLANDO. FLORIDA 32803
fii/;;;J PHONE: (407) 895-5400 FAX:(407) 895-5225
~ ;~:::~:';:::-;~ty
DRAINAGE LEGEND
COMMON NANE
ASPHALT
GRASS
CONCRETE
EXISTING CONDITIONS NOT
INCLUDED IN PROPOSED CONSTRUCTION
/)
/
RNGTNERR OF RF.cORD:
AMRT.GAWAD,P.E.
FLORIDA REGISTRATION #49416
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
8 8/61f!2
7 8/5/fJl
6 7123/lY2
5 5115/W
4 2/1.7/lY2
3 2ft 9/fll
2 W5/lY2
1 1/15/W
No. DATE:
B SHEET NAME:
PER STORMWATER UTIUrYMANAGER
PER STORMWATER lITILll'Y MANAGER
PER STORMWATER urn.rrvMANAGER
5th PRELIMINARY APPLJCATION
4th PRELTMINARY APPLICATION
3n1 PRELIMlNARY APPLJCA110N
2nd PRELTMINARY APPLICATION
PRELlMINARY APPLJCATION
REVISION / SUBMISSIONS
DRAINAGE
PLAN
.COPYRIGHT 2001, mUE ENGINEERS I ARCHITECTS, IMe DESIc>>lER HEREIIVIEWRElll.YRBIEIM!!BHI8CXP1'RQn',tNJOfHER
RIGHTS IN THIt IDEAS. OE8tGN8, ARFlANOE"'I~, PLANS AND DRAWINGS MiOWN HEAEIt. 8UCH 101M. DI58ION8, NtfItANG&UENT8,
PLAf'4S AND DRAWINGS WERE CREATED, EVOLVED AND DEVELOPeD FOR USE ON, NCJfic.t:lNECTlJNlMTHTI-E SPEC;:FEO PROJECT
THESE PlANS AND DRA,WINQSAR.E NOT TO BE REPRODl.x:EO, CHANGED ORCDPtED INJoHf FORM OR.MNoN:RWHo\TSOE\IER
WITHOUT FIRST OBTAlNINQ THE EXPRESS WRITTEN PER:MISSION AND OO~OF~ e<<3I'EERI!I &NDITEC"I'8IC NORNE
THEY TO IE ABlIQNED TO ANY PARTY WITHOUT FIRST OBTAlPlINO MID WIW'n9t PEFUII8ION Nm OONB!NT
ARCHrrEcruRAL
ClVIL
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
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DATIl: AUGUST 12.2002 SCALE:
PROJEC1' No: 0 l-C143.00 }" = 2J)'
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C005
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F.S. 318.14
NOTE:
1. ALL SIGNS SHOWN SHALL CONFORM TO U.S. MANUAL
SPECIFICA TIONS.
2. ALL SIGNS SHOWN SHALL BE REFLECTORIZED TO SHOW THE
SAME COLOR BY NIGHT AS BY DAY.
3. ALL SIGNS SHALL BE SECURELY MOUNTED ON GALVANIZED
STEEL CHANNEL POSTS.
4. INSTALL QUANTITY AND A T LOCATIONS REQUIRED BY CODE
AND/OR AS INDICA TED ON DRAWINGS. CONFIRM ALL
HANDICAPPED SIGNAGE CODES.
5. HANDICAP SIGN TO BE FOOT FTP-25.
6. INSTALL AUXILIARY SIGN BELOW FTP-25 OR 26 INDICATING
FINE FOR ILLEGAL USE IS $100.00 (6"X12" WHITE
BACKGROUND, BLUE LEGEND & BORDER).
6. ALL LETTERS SHALL BE BLACK AND 1" INNOTE: (HANDICAP
SIGN ONLY) HEIGHT. LETTERS ARE TO BE SERIES "B" OR
"c", PER MUTCD.
7. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
(ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE
REFLECTORIZED LEGEND AND BORDER.
8. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED
(ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK
BORDER.
9. ONE SIGN REQUIRED FOR EACH PARKING SPACE.
10. HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN
ACCORDANCE WITH FOOT "ROADWAY AND TRAFFIC DESIGN
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NOTE:
PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE
PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1.
ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESIBILlTY CODE FOR BUILDING CONSTRUCTION, 4.1.3
SECTION (1). DATED OCT. 1996. AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE
BUILDING OR FACILITY ENTERANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY.
DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL
BE DEPICTED ON SITE PLAN.
B) THE LOCATION OF HANDICAPPED P ARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET
CHAPTER 316.1955 OF THE FLORIDA STATUES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS
SHALL NOT EXCEED 12: 1 SLOPES PARKING SPACES AND AISLE SHALL NOT EXCEED 50: 1 CROSS SLOPE.
CJ HANDICAP PARKING
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PROJFCT NAME:
ElJ T'PU8 fneineePS ~ A...d.rbds Inc.
_ Engineering I Architecture I Interior.; I Umd""P"
,.
~ 1836WOODWARDSTREET,STE.IOl
ORLANDO. FLORIDA 32803
~ PHONE: (407) 895-5400 FAX:(407) 895-5225
WEB SITE: WWW.8Suue.net E-MAIL: asuuc:@ctl.rr.com
Creativity As True As Reality
~'7 k:;/
~~
&1Jt~ \..~
ENGINEER OF RECORD:
AMRT.GAWAD,P.E.
FLORIDA REGISTRATION #49416
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
c
5 S/l SICY2
4 2127 ICY2
3 2/19/CY2
2 2J1l5/02
I 1/1 SICY2
B No. DATE:
SHEET NAME:
5th PRELIMlNARY APPLICATION
41h PRELIMINARY APPLlCA nON
3rd PRELIMlNARY APPLICATION
2nd PRELIMINARY APPLlCA nON
PRELIMlNARY APPLICATION
REVISION I SUBMISSIONS
GENERAL
CONSTRUCTION
DETAILS
oCOFtYRI01fT2IOO1, TRUE ENGINEERS & ARCHrTECT9, INC. CESKiNER HeREBVEXPRES9L.YRE:lilERlGHlSCOPVRIGHT.4HCcmtER
RIQHTS IN THE IDEAS. DEStQNS, ARRANGEMENTS, PlANS AND DRAWlNGS~t-EREIH ~lDEAS,.~~
P\.ANI AND DRAWINGS VftAE CREATED. EVOlVED AND DEVaOPI!:D FOR use CIII, #K)INCXltf\ECOON ~ 1tE SPEClFED f'RO.JECT.
THESE PLANS AND DRAWINGS ARE Har TO BE REPROOUCED. CHMGEDOR CCFEDIN If(y FtR.t OR MNHR NiA'TSClE\tR
A :~%T':A~c:J~N~~G~Ep~THv:rr~=~=~~~~nEC1S1C NOR ME
ARCHITECTIlRAL
CIVIL
INTERIOR
LANDSCAPING
DRAWN BY;
CHECKED BY:
APPROVED BY;
SMY
ATG
SMY
SMY
CSM
SMY
SMY
DATE: AUGUST 12.2002 I SCALE:
PROJECT No; 01-043.00 I N.T.S.
SHEET No:
C008