2840 Oregon Ave 01-2455 com entryPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
SUBDIVISION ICc,IP�1nD�_ Cd'1f`�
PERMIT # 6 j - 2-gSS7 DATE �? �-41
PERMIT DESCRIPTIONYM
PERMIT VALUATION : 3ya
SQUARE FOOTAGE
W
MISCELLANEOUS CONTRACTOR O
a
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE Lh
CITY OF SANFORD PERMIT APPLICATION
Permit No.: � J�� �_sck) Date: ��
ob Address: C-6(71tr �( �J
' . .
Permit Type: Building'I Electrical Mechanical Plumbing Fire Alarm/Sprinkler
'Description of Work S -(41) 1'c> A P A S cs f16 l S in t\ a t f g a�
is ?cn ��►y ea ✓h trlS e a; Gl�_.
Additional Information for Electrical & Plumbing Permits
Electrical: —Addition/Alteration _Change of Service Temporary Pole _New AMP Service (0 of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: �alue of Work: S
Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units:
Parcel No.:
(Attach Proof or Ownership nit Legal Description)
Owner/Address/Phone: O 2P r Aubw wp;, f na h r hc. A 1 y"M (A to S Ps
714 7 3; _�1�4
Contractor/Address/Phone: kWcg&m ha t p N f or IPA 0 r I..- �1�► ice/ L�� �� ��(� f� l ��
State License Number.
Contact Person: hDZ)n La ( S('A Phone & Fax Number. 40 % -Lo 4cr7 Lr
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender._
Address:
Architect/Engineer
Address: 6?o 1
Phone No.: LIZ Z %n O 161
Fax No.: )u—
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating constriction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other go v mental cntiti s such as
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _
Produced ID
Personally Known to Me or
s
APPLICATION APPROVED BY: �C-
Special Conditions: ';) 4 Z-
ignature of Contractor/Agent Date
Print Contractor/Agcnt's Name
Signature of Notary-Statc of Florida Date
Contractor/Agent is Personally Known io Mo or
Produced ID
Gj9-6*-i5LA0o A(V
Date: R ~ Ll - e
1 V 6 _ _
Za�.Ca2c��u,RuE�
At:rnicr 1 � 7tl(ft
Mr
1.1 Y U1 '3lrlkow
�iiv ivuliln Park Avenue
Satirnrrl, Fi 277"71
Mr. Balevich,
1 Have attached a revised site plan for a.proposed entry tnom,mP„t for the coTr:;ur;t,.
ii=g the center median for placement. You will ilotice that I have reduced the length
of the sign by approximately 50% to provide the nerr,.csary site triancTle the A-,;-- c
the sign wiii be similar to the original sketch, just shorter and placed at the rear of the
median. 1 am requesting that you provide us.witli an approval of t!iis site plan and
monument design..
Thank you for your time in these matters. Please contact me directly if you ha,,,- „av
concerns 407-467-7741.
Sincerely,
G r
Eel Suehora
Land Manager
��.a-�•o �,..$La �-1 �� �C.�`�-�M � Q�'�c�-tom d
��vu,� L�.�.�,� � � _ � � d �(�Y w ���► of
BZH Beazer Homes Corp.
1ii-(ts� 215 N. Westotunte Dtive / Altmmnntc Springs. Rod& 32714
F1tonc 407-334-4114 • Fax 107-�39-4166
SEP-04-2001 10: 32 FR01'I: EP.00KE P.EUEP.
4073394030 T0:40706E2765 P.005,005
public sa(ory device.
L. Streamers, Spinners and Pennnntti. Streamers, spinners and pennants when such
streanie.rs, spinners and pennants are not attached at one central point.
SECTION 3.0 SIGNS IDENTIFYING ACTIVITY CONDUCTED ON 1tREMISES
Signs itlearifying the name and type of activity conducted on the same premises spa)) be permitted
for the uses listed below. Site development permits and certificates of completion shall be required
for all such signs unless otherwise excepted by this ordinance.
A. Multiple -Family Dwelling. One sign not exceeding sixteen (16) square feet in sign surface:
at ca and not exceeding six (6) feet in height above finished grade on each street side on a
parcel containing a three or more -family dwcWng. Such sign shall not contain interior
illumination. Upon request of the applicant, the plaraling and Zortitlp, Commission ha; iite
authority to approve a second such sign for a maximum of two (2) per parcel.
B. Subdivision Entrance. For residential subdivisions, one sign not exceeding sixteen (16)
square lcet In sign surface area and not exceeding six (6) feet in Height above finished grade
on each street side from which the subdivision- is entered shall be permitted. For
nonresidential subdivisions, one sign not cxceedinQ thirty-rwo (32) square feet in sign
surface arca and not exceeding six (6) feet in height above finished grade on each street side
from which the subdivision is entered shall be permitted. Such sigh shall ce^.rain nv isttctior
illumination. Such sign may be located in street right-of-way with approval of cite City
Commission.
C. Subdivision Or Planned Development Project Construction. Two unlighted. dclached
or freestanding signs identifying a subdivision or planned development project while under
construction to advertise the. sale of parcels or new housing units provided each such sign
does not exceed thirty two (32) square feet in sigh surface area and eight (8) feet in height
above grade and provided that such sign is removed when all parcels or new housing units
are sold and/or activc selling ceases. Permits for such development signs shall be issued by
the Building Otliciajl for a period of one (1) year only, subject to renewal on application.
Such pernitts maybe renewed by the Building Official afterdetermination that the promotion
Of the development is active,
U. Residential tare Facility, Community Residential Nome Or Day Care Facility. One
:;nliglucd attached sign nor exceeding six (6) square feet in sign surface area on a parcel
contairung a residential care facility, community residential horne or a day care facility
located in an MR-1, MR-2 Or MR-3 Zoning District. Such uses located in an A(.,
Agricultural Zoning Disttict shall comply with Agricultural Use Simon requirements_ belo%v
Such uses located in an RMO1, RC -I, GC-2 or SC-3 Zoning District shall comply with
Commercial Usc sign requirements, below.
E. Public And Semi -Public. One attached sign not exceeding twelve (12) square feet in sign
surlalce area and one detached or freestanding sign not exceeding thirty-two (32) square feet
in ;it;n surlacc arca and not exceeding ti ttcen 0 5) feet in height above tinishc:d grade on each
strectside on a parcel containing uses indicated in the land use. regulationschcdules a.; Imhltc
and SGnli-pttl�lic;.
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ENTRANCE DETAIL: SCALE 1"=20
N 10350.09 N 10350.99
E 9929,21 E 9978.67 }1.
W.66 -- _ 15'R N 10}:�9.8E►� .
C T g �"' N 10333.59--
- E 9927.24
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Mr. Balcvich,
I have attached a revised site n1an fora nrovosed entry rnomimPllr few the
•��.:1.:uit; dic Clt7I6T i'11eai:ut for placement. You wiil II,1rIGP. Char T tt,.. 1 L
.•. eiigiu
of the sign by approximately 50% to provide the ner,,�csary sate tr;n""IA rll,e Yl ��:..-. ,.0
inC Si it will be similar to tilt: original sicetch, 'jilt shorter and i tared at the ie«i vi uiC
median. 1 am requesting that you nrovide tIS with ;an ;nv+rrval of tl,;c ..1— -,-A
monument design.
Thank you for your time in these matters. Please contact nee direct! - i f-^,� } J v.• ••u � iii'r
conceals 407-467-7741.
Sincerely,
Eel Suehora
Land MatlaGer
BZH Beazer Wines Corp.
` 215 N. WOUituntc D1yvc / Almmonlc Spring. Ronda 32714
I11uuc 407-33v-1114 - FaF J07_-439-4166
SEP-04-2001 10: 32 FROH: EROOKE REUER.
4073394030 TO : -tt- i 6 E27I_ 5 P.00005
public safe ry device.
L. Streamers, Spinners and Pennants. Streamers, spinners and pennants when suc11
streartiln's, spinners and pennants are not attached at ortc central poin[.
SECTION 3.0 SIGNS IDENTIFYING ACTIVITY CONDUCTED ON 1?RkiVllsE,,S
-Signs idCtll'ifying the mine and type of, rctivi.ty catducted on the same premises shall be permitted
for the uses listed below. Site development permits and certificates of completion shall be. r-equitx;cf
fir all such signs unless otherwise excepted by this ordinance.
A. Multiple -Family Dwelling. One sign not exceeding; sixteen (16) square feet in sigrt surf',1CG
area and not cxceeding six (6) feet in height above finished grade on each street side on a
parcel containing* a three or, snore -family dwelling. Such sign shall not contain iatcrior
illumination. Upon request of the applicant, the Plaruting and Zrmitt-,�, CO'inrciSSi4n lla; k
authority to approve a second such sign for a maximum of two (2) per parcel.
B- Subdivision Entrance. For residential subdivisions, one sign not exceeding sixteen (16)
square feet in sign surface area and not exceeding six (6) feet in Bight above finished grade
on each street side from which the subdivision is entered shall be permitted. For
noitresidc.ntial subdivisions, one sign not cxceeding thirty-rwo (22) square icct in
surface area and not exceeding six (6) feet in height above finished exadc on each stye-ct side
front which the subdivision is entered shall be permitted. Suchsi t spa?l ce^.tair. ttiv ;rrtcnor
illumination. Such sign may be located in street right-of-way with approval of the City
Commission.
Subdivision Or Planned Development Project (--,instruction. Two unl;Ghted, «ciachcd
or freestanding signs identifying a subdivision or planned development project while tinder
construction to advertise the. sale of parcels or new housing units provided each such sign
does not exceed thirty two (32) square feet in sign surface area and eight (8) feet in height
above grade and provided that such shirt is removed when all parcels or ttetiv llousi,ng units
art; sold :tnd/or active selling ceases. Permits for such development signs shall be issued by
the Building Otticial for a period of one (1) year only, subject to renewal on application.
Such permits may be renewed by the Building Official aftcr determination that the promotion
of the development is active.
D_ Residential Care Facility,. Community Residential 1-%nme Or Day Care Facility. One
:::.lighted attached sigm nor cxceeding six (6) square feet in sign surface area on a parcel
containing a residential care facility, community residential h01T,e or a day care facility
located in an M.R-1, MR-1 Or MR-3 Zoning District. Such uses located in an AG.
Agricultural Zoning Disttct shall comply with Agricultuial Use sign requirements, he.lo---
Sucll ;:;e,- located in an RMOI, RC -I. GC-2 or SC-3 Zoning District shall comply «'Ith
Commercial Us(; sign requirements, below.
E. Public And Semi -Public. One attached sign not exceeding twelve 0 2) :square flev-t in sign
surface area :,nil one detachM or freestanding sign not e.Cceedinc thirty-two (3 2) square feet
Ill Sit;n surface :irea and not cxceeding fifteen ( l 5) feet in ltcight abuvllr tinishc:d grade on l::ich
sweet side on a parcel colltalnin- uses tndiea(cl.l 11) the iJI'd 11SC t-e ulaliort as public.
:grog ::cnll-l�ttl�lic;.
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ENTIRAPICIEW DETAIL: SCALE
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E 9929,21
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15'PM
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A
CITY OF SANFORD PERMIT APPLICATION
Permit No.: v (" �13n ^'Ll 4 0 d6 rie `Date: I b
Job Address: Ci�G(VX IGI (t��%P � i}16Y� �1� I�QCL�✓ �OfS c� +hL,.4
Permit Type: Buildin Electrical Mechanical Plumbing Fire Alarm/Sprinkler
De ription of Work: Yl� �I— yl
t�Ce - t)+5 1 3r4'
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: _Residential _Commercial _ Industrial Total Sq Ftg:
Type of Construction:
Parcel No.:
Owner/Address/Phone:
Flood Zone: Number of Stories
Value of Work: $ c�5D , UQ
Number of Dwelling Units:
(Attach Proof of Ownership & Legal Description)
- a I w eS .
Wnyws
I LO 1--2
State License Number: 11
Contact Person: n ou Phone & Fax Number: ' �� ���� y� 416 "3�>?
Title Holder (If other than Owner): n
4T
Address:
Bonding Company: (�
Address:
Mortgage Lender: n
Address: MR
Architect/Engineer Phone No.:
Address: Fax No.:
h
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with C'�
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 01
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be _°p qr
found in the public records of this county, and there may be additional permits required from other governmental entities such as _O
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the pr pe of the requirements ofFIbrida Lien Law, FS 713.
Signature of Owner/Agent Date ignature of-Contractor/Agent Date
- "....0c. I"
APPLICATION APPROVED BY:
4inton or/Ag 's Name
ure of Nota to of Florida Date
ROBERTA RABATIN
5.: r MY COMMISSION A DD 064065
•, a° EXPIRES: WOW 10, 2005
BaWed Thm Notary PtAft Underwrltem
ontrar Agent is Personally Known to Me o
Produced ID �j S 508- 7D - (Dq$-�
Date:
Special Conditions:
S This Instrument Prepared By:
Roberta Rab
Beazer es
215 . estmonte Drive
Al monte Springs, Florida 32714
rChm 'iv
Soltkh La-Ke r.nce
10-75i �y qs5.
M ntv&rde r'1, 3L175(o
Permit No.
STATE OF FLORIDA,
COUNTY OF SEMINOLE
For Clerk's Use Only
TAX FOLIO #32 8 33-19-30
NOTICE OF COMMENCEMENT
THE UNDERSIGNED hereby gives notice that improvement will be make to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of property, and street address if available)
Calabria Cove Common Area Rear Lots 21 through 37
2. General description of improvement: Install 1020' White Poly Vinyl Subdivision Fence 6' high
I IIII II III II 111 II 11111 III II III 11 III II 111 II III II III 11 III I IIII
3. Owner information
a. Name and address: Beazer Homes
215 N. Westmonte Drive
Altamonte Springs, Florida 32714
b. Interest in property: Fee Simple
c. Name and address of fee simple titleholder (if other than owner None
4. Contractor:
5. Surety
a. Name and address:
b. Amount of bond $
Beazer Homes
215 N. Westmonte Drive
Altamonte Springs, Florida 32714
N/A
10W
6. Lender: (name and address) N/A
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 04225 PG 0190
CLERK'S # 2001780921
RECORDED 11/21/2001 030009 PM
RECORDING FEES 6.00
RECORDED BY L McKinley
i OF FLORIDA - COUi 7CY O;• ORANGE
:.. ;:3,! c1rRTii•Y thtt th_; i.: ^ colrI of
. J:Vit1Ca i i rrCC:C:_fI Ln. tS:15
'di1R11-11A 0. I-IAYNIE, COUNTY COil1PTROLLER
D.C. c
DA•IED: OCT 2 6 ?OOi
c+ ;
/1 11. t
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by Section 713.13(1)(a)7., Florida Statutes: CERTIFIED COP1
(name and address) N/A
MARYANNE MORSE
CLERK OF CIRCUIT COURT
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as SEMI OLE CO.F(,OpipA
provided in Section 713.13(1)(b), Florida Statutes:(name and address) N/A
U
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a
different date is specified) NOV
Sworn to anq;;ubscribed bef re me
this 5 r day of 2001.
(Sig ure of Notary ic)
(Ed Suchora - Agent)
Owner's Name: Beazer Homes
Owner's Address: 215 N. Westmonte Drive
ROBERTA RABATIN Altamonte Springs, Florida 32714
Notary's Name :; r,?y[;` MY COMMISSION 8 DD 064065
�Rf tyQ ` t Baled Thru Nahry Pudk lhderwrkers
Notary's Commission Expires:
ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS.
Recorded — Martha 0. Hanie
Orange Co FL 2001-0486867
10/26/2001 02:57:26ppa
OR Bk S378 Pg A+570
Rec 6.00
IIIIIIIIIIIIIIIIIIIIIIIIIIIII �s;��
ilemorandum
City of Sanford
Department of Engineering & Planning
P.O. Box 1788
Sanford, FI 32772-1778
Telephone (407)330-5673
Fax: (407)330-5679
March 23, 2001
TO: Building Department Florida Power & Light Co. E-9-1-1
Fire Department Florida Power Seminole County Planning Department
Police Department Florida Public Utilities Seminole County Property Appraiser
Public Works Department BellSouth Seminole County School Board
Utilities Department Time Warner Cable Supervisor of Elections
Post Office Navtech
RE: New Addresses within the City of Sanford
The following are new addresses (new development) within the City of Sanford with new street names:
[Known as East Lake Reserve/Burke Property during plans review] (33-19-30-300-01 1 C-0000 & 33-19-30-300-0120-0000)
Subdivision Name
New Street Name
Low
High
Calabria Cove Calabria Springs Cove 100
140
LOT NUMBER
Street Address
LOT NUMBER
Street Address
LOT N�BER
Street Address
LOT NUMBER
Street Address
Lot 1
106 Calabria Springs Cove
Lot 18
139 Calabria Springs Cove
Lot 2
108 Calabria Springs Cove
Lot 19
137 Calabria Springs Cove
Lot 3
110 Calabria Springs Cove
Lot 20
135 Calabria Springs Cove
Lot 4
112 Calabria Springs Cove
Lot 21
133 Calabria Springs Cove
Lot 5
114 Calabria Springs Cove
Lot 22
131 Calabria Springs Cove
Lot 6✓
116 Calabria Springs Cove
Lot 23
129 Calabria Springs Cove
Lot 7
118 Calabria Springs Cove
Lot 24
127 Calabria Springs Cove
Lot 8
120 Calabria Springs Cove
Lot 25 /
125 Calabria Springs Cove
Lot 9
122 Calabria Springs Cove
Lot 26 /
123 Calabria Springs Cove
Lot 10
124 Calabria Springs Cove
Lot 27
121 Calabria Springs Cove
Lot 11
126 Calabria Springs Cove
Lot 28
119 Calabria Springs Cove
Lot 12
128 Calabria Springs Cove
Lot 29
117 Calabria Springs Cove
Lot 13
130 Calabria Springs Cove
Lot 30
115 Calabria Springs Cove
Lot 14
132 Calabria Springs Cove
Lot 31
113 Calabria Springs Cove
Lot 151/
134 Calabria Springs Cove
Lot 32
1 1 1 Calabria Springs Cove
Tract "D"
136 Calabria Springs Cove
Lot 33
109 Calabria Springs Cove
Lot 16
138 Calabria Springs Cove
Lot 34
107 Calabria Springs Cove
Lot 17
140 Calabria Springs Cove
Lot 35
✓
105 Calabria Springs Cove
Lot 36
103 Calabria Springs Cove
Lot 37,
101 Calabria Springs Cove
The attached exhibits identify the location of the buildings/units and provides a listing of each address assigned. If you
have any questions regarding the above or pertaining to addresses within the City of Sanford please do not hesitate to
contact this office.
Thank ou.
Russ . Gi son, A.I.C.P.
Land Development Manager
Cc: Address File
Applicant - Jessica Lucyshyn, Burkett Engineering - fax (407)246-0423
J,f� P/- I 1 0 1
Permit No.: _
Job Address:
V.
CITY O SANFORD PERMIT APPLICATION
Date:
-,ie
%1zs-loi
eS •
Parcel No.: SG�►� 33 ' I tow A
x I I
f� K��
3 0
(Attach Proof of Ownership
Description of Work: RE? ��,��
L. - cot
►r'e.9�
LA,`rs 4
�V
Legal Description)
/3 0 1c, tica (ter
Type of Construction: C rp- 4 r- 13 1yCk- Flood Zone:
Valuation of Work: $ ,SOr O o 0 Occupancy Type: Residential Commercial Industrial
Number of Stories:. Number of Dwelling Units: Zoning: Total Square Footage:
Owner: ajn�jes
Address: _ 115- AJ , tJe s +►.t.o�
City: State: , Zip: 302 % / 7
PhoneNo.: y07- 339- //y X3s3 Fax No.: y07- 33i� `(16Cy .A„ A.�-,,,i Ll &enN2.
Contractor: _ / I a� u S L'JG 'fi7i r—S
Address: e 2 �Sawt e w s o ca.1 or —
City: State: 'JRL�2— Zip: -2�5 State License No.: C�LO530
Phone No.: 1/0 % Fax No.: 1107 — .33 c)
Contact Person: Am yCo^C1 0/1 Phone No.: O - -
Title Holder (If other than Owner): .0.J LA
Address:
Bonding Company: N (
Address:
Mortgage Lender: A) IA -
Address:
Architect: Al IA- Phone No.:
Address:
Fax No.:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
45zox
Signature of Owner/Agent Date
rdS ucfv� — L.-ha(�—
Print Owner/Agent's Name v
d/
Signatur f Notary -State of Florida Date
J,✓.,ti Angela M Sless
*Vd *My Commission CC748772
I. Expires July 26. 2002
Owner/Agent is -)L Personally Known to Me or
Produced ID
APPLICATION APPROVED BY:
7a57 0/
Signafuk of Notary -State of Florida Date
Angela M Sless
* *My Commission CC748772
Expires July 28, 2002
Contractor/Agent is )e Personally Known to Me or
Produced ID
Date: 8 'G —
Special Conditions:
111111111111 III n u1111111111111111111111111111111111011111
Permit Number:
Prepared By Amy Condon, BEAZER HOMES
and a,l5 r-1. Wis}rrxonlcJV�)- ✓e--
Return To: Altamonte Springs, FL --Q'1 14
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 04135 PG O897
CLERK'S # 2001726715
RECORDED 07/26/2001 11:58:36 AM
RECORDING FEES 10.50
RECORDED BY M Nolden
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
Description of property :
Legal Description SEE �--tckO�ec1
184
2. General description of improvements
,n%nzs
3. Owner information : Name
Address
Tel Number
4. Fee Simple Title Holder: N.A.
5. Contrac(or:
G. Surety : N.A.
7. Lender: N.A.
0 -e�� ��e ')e-
Beazer Homes Corp.
a\s V3.
Altamonte Springs, FL 3271
(407) 339-41 14
Name Marcus L Walters JR
Address �\5 �• �1�'si �non\e �• ��
Altamonte Springs, FL 327-1 L!
Tel Number (407) 339A 114
8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may
be served as provides by 713.13(I)(a)7., Florida Statutes: N.A.
9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided
in 713.13(Ixb), Florida Statutes. N.A. '
10. Expiration date of notice of commencement : One year from the date of recording.
Date Signed : '1'D,lpj qL Signature of Owner's Agent, Amy Condon
Sworn to and subscribed before me this ale""" day of 20017 By my Condon, who is
personally known to me.
d,,r. h.,4 Angela M Sless
Signal of Notary: Notary SeaI *I,�y des jury Commission 2002CC7772
+i Expires July 26, 2002
.r
CERTIFIED Copy
MARYANNE MORse
CLERK OF CIRCUfT WURT
BE141INME "WX a0R1D9
iJULZ6Z`1
-)ernmoie t.ounty rroperty Appraiser uataoase tnwrniauun
FILL NUM &U1/eb/1Z)
OR BOOK 04135 ME 0898
LEGAL DESCRIPTION
SEC 32 TWP 19S RGE 30E S 1/4 OF NE 1/4 OF SE 1/4 (LESS PT W OF A LINE BEG 1381.12
FT S OF NW
COR RUN N 10 DEG 26 MIN E ) & BEG NE COR RUN W 1033.52 FT S 10 DEG 14 MIN 54
SEC W 225.33 FT E 709.64 FT
N 01 DEG 26 MIN 21 SEC W 102.98 FT E 189.26 FT N 01 DEG 20 MIN 21 SEC W 93.76 FT E
TO A PT S OF BEG N TO
BEG & IN SEC 33 TWP 19S RGE 30E S 5 CH OF W 11 1/2 CH OF NW 1/4 OF SW 1/4 W OF
OREGON AVE (LESS N 25 F T)
http://ntweb.scpafl.org, pls; %%-eb seminole_county_title?PARCEL=32193030001600000 7/25/01
Seminole County Property Appraiser Database lntonnation
SEXIVINOL t Uju".\; i).
APPRAISAL DATA
Assessed values shown are NOT certified values and therefore are subject ta•change before being
finalized for ad valorem tax purposes.
VALUE SUMMARY
Value Method Market
Number of Buildings 0
Depreciated Bldg Value $0
Depreciated EXFT Value $0
Land Value (Market) $602,940
Land Value Ag $0
Just/Market Value $602,940
Assessed Value (SOH) $602,940
Exempt Value
$0
http://ntxveb.scpafl.org/pis/web/seminole_county_title?PARCEL=32193030001600000 7/25/01
Seminole County Property Appraiser Database iniormation
rabcZ- vic
Taxable Value $602,940
SALES INFORMATION
Deed Date Book Page Amount La
/Imp
WARRANTY DEED 12/2000 1[!!975 0624 L!!!,000 Vacant
Find Comparable Sales within this �iubaivision
LEGAL DESCRIPTION
SEC 32 TWP 19S RGE 30E S 1/4 OF NE 1/4 OF SE 1/4 (LESS PT W OF A LINE BEG 1381.12
FTSOFNW
COR RUN N 10 DEG 26 MIN E ) & BEG NE COR RUN W 1033.52 FT S 10 DEG 14 MIN 54
SEC W 225.33 FT E 709.64 FT
N 01 DEG 26 MIN 21 SEC W 102.98 FT E 189.26 FT N 01 DEG 20 MIN 21 SEC W 93.76 FT E
TOAPTSOFBEG NTO
BEG & IN SEC 33 TWP 19S RGE 30E S 5 CH OF W 11 1/2 CH OF NW 1/4 OF SW 1/4 W OF
OREGON AVE (LESS N 25 F T)
LAND INFORMATION
Land Assess Method Frontage Depth Land Units11 Unit Price11 Land Value
LOT � 39.000 15,000.00 $585,000
LOT 1=E:A 39.000 460.00 $171940
[ New Search ] [ Find Comparable Sales within this Subdivision ]
http://ntweb.scpafl.org/pis/web/sem1nole_county_tltie?PARCEL=32193030001600000 7/25/01
F?OM Hr .L,.ND ANI
I'NICHT 407 244 5288
(WED) 5. 2' 01 1 3: 02/ST. ) -- `•'J/NO. 4861425471
zl9-j0-x"j6A.0
This ItwrmeM hrput d by avid Rosin! to:
JAhW II, NSWIA)N
ASSOLM TffU AOdNCY
]Sn W, tab Mary OW., dA
LAb Mary. FrL J2M
�7[M NOri000N1�s/L�1
629933
1 Japan Above "as Low fbr Reewdkg Dos)
WARRANTY DEED
ACCOAOCO A VCAlfleo
'00 OR I e PM 21 02
Pest. Q Mrbklre Road, Oteas2Mlyllasr, Ohio 440�0. of p�1TOORO d d IARA d. dURKI. a
. Tettttta■p top" at, ohm tddnaa M 7/0 So. Ntxthlaka Blvd.. Suit. 1012, Art�imotttue 2ZR HOMRA CORP.,
32701.5260. GRANTER•. Sprinp. Florida
. That sold Ors. for Od Is eaerldgmW ed ilia sure T84 AND NO1100 (510.00)
Dollars sad ttWar pad avid raly" eottdderalloaa to Held Onntars In ltatsd whkh w harbf acbar iodrd. b. d aid gold l0 the Grrroee and paW Bald so,g hgl the rracalpr of
r Fav»b�
NW .galytt
forever the followtnj described lard IkUdts, f71n/ end beins in Semkwk Courry, Fierida, wwk:
Tb Sa. 114 art" Nsetbsoot 114 of the SOWbeaat 114 of SwIaw JJ. TOWwd1p i1 sawst. Ratty Jo
Plwlit ttsd Pon duerlbed In Deed Book 167. Pop 106, of Ibe erd
h*Uc Reede /etstlttald n Casey,
IUM porloa at fatewin Swab S Bolts ofaw WON I I $A eA.ln. of this Northwun gmnw of Ow Swthwsat
t� AstOr of Saetlo. A Townsyp itSoggh. RSW 30 lair. yip WON of Ma t�M_dt_ y 1r prompt
SULMCT TO the ttaaatan shows ee Kxh&ft •A• sttacbd beMo stud nude open bend. J �+
T4 I-OP81117. twq)ael of" Owd. V net this Heatestead d the t3rtttpor as QeRued by /M f J't
Cosulkttrim of the Spate of vlorlds.
NKI SAW OrarNor do hereby
a rri
Fes whatavavr,fitly worm the title to gald lad, and will deretd the game spinat the lawful claims* cm n
• 'Oratttor' NW 'Gramm, are used for tin=ulas or plural. as the context re"Ires.. t I
I
IN Wr71 M WH
JT�v.Ov. the Oraettor have set their hand(s) u+d seal(s) as rollows.
SiV'cd, sealed and delivered to our pteseetce:
n
SARA .BURKE --
1661 llarbhlra !toad
Casa• N1116. Ohlo 44040
1
State of 6Ab M . ►..t ti s • Tta
Counry of O s.... % Tjs v
THE FOREGOWO INSTRUMENT was acknowbd
Burka, who 'a laid bsfttn mg this 1 L ay of Dooembn, 2000, by San 8.
peraoeallp knows to tt+e a who has produced �. !ti sc L. r as Identlrleatlan
aid who diNdld riot Mks. an oath.
titlwt1101VA Now NWary PuhtK
teOrMr s'i� no � J
--�� Intanalpt• Tp K
2
t
r JLI,AND AND KNIGHT 407 244 88 WED) ` 0 ST. 13:00/N O. 48614`L i47i
99MIrYAR
I. AU gold wwwnM ad mm in r yw X01, Md sN M*UgM V@WL
�. IwA ntu . ckr of lohm Ow Orin � lrblrp 14. 2M. and rMer+0 r Off1eW mw6
� �. « Ip mlo,;r flr= � of l- w aw►, pbrw
3 • Llrc►«adw K%*Y SWOWOrnq Avow Rad and Infim, wilipavoom
dmW Awuu 2L 3ft by I Il"d Iltwd Of wMINk Caiacy, f WWW, W N'MM AWWam LC
.w Area Lakes D.r.imp ww. Ir.
4. 0121w Of Odin r nd M M do lmd 1y4/ widn Twin Lath. lmkdkV W so IW "a. dW lace of
PWrW@ by ASS of move Wg ry, If ray.
w
cr
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J
N �
CA
FRO+: HOLLAND AND KNIGHT 407 244 5288
Law Cdfices
(WED) 5. 2' 01 13:01/ST. 13:00/NO. 4261425471
HOLLAND &- KNIGHT LLP
200 South Orange Avenue, Suite 2600
P.O. Box 1526 (ZIP 32802-1526)
Orlando, Florida 32801
407-425-8500
FAX 407-244-5288
http:/Awm.hklaw.com
FACSIMILE
Atlanta
Northem Virginia
Boston
Ortando
Bradenton
Providence
Chicago
San Antonio
Fort Lauderdale
San Francisco
Jacksonville
Seattle
Lakeland
St Petersburg
Los Angeles
Tallahassee
Melbourne
Tampa
Miami
Washington, D.C.
New York
West Palm Beacn
InlemaWnal Offices-
Bumos Aires'
Tel Aviv'
Mexico city
Tokyo
ii'ORrrs
TO:
Ed Suchora
Beazer Homes
407-339-4166
NAME
COMPANY/FLRM
FAX NUMBER
Altamonte Springso
FL
407-339 4114
CITY
STATE
(TELEPHONE NUMBER)
FROM:
Carol McKnight Paralegal
407-244.5190
3
NAME
TELEPHONE
TOTAL PAGES (Tncbuding Cover Sheet)
MESSAGE:
Per your request, please see attached copy Warranty Deed from Sara E. Burke to Beazer Homes dated December
12, 2000 and recorded December 18. 2000 in Official Records Book 3975, Page 624, Seminole County, Florida.
FOR THE RECORD:
DATE: May 2, 2001 URGENCY: ❑ SUPER RUSH ❑ RUSH ❑ REGULAR
FAXED BY: FLLE #: 063140.10 CLIENT NAME: Beazer / East Lake
_CONFIRMED: ❑ YES ❑ NO NAME' TIME:
If you did not receive all of CONFIDENTIALITY NOTICE: This facsimile, along with any documents, files, or
the pages or find that they attachments, may contain information that is confidential, privileged, or otherwise
are illegible, please call exempt from disclosure. If you are not the intended recipient or a person responsible
for delivering it to the intended recipient, you are hereby notified that any disclosure.
(407) 244-5208 copying, printing, distribution or use of any information contained in or attached to
thin facsimile is strictly prohibited. If you have received this facsimile in error,
please immediately notify us by facsimile or by telephone collect at the numbers
stated above, and destroy the original facsimile and its attachments without reading,
printing, or saving in any manner. Ynur cooperation is appreciated Thank you
ORL1 #649023 v1
LIMITED POWER OF ATTORNEY
DATE: r1
I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON
EACH AN AGENT OF: BEAZER HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF: Cam,y� �a rx, f�\
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER:
SUBDIVISION:
ADDRESS: r\;
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MARCUS L. WATTERS, JR.
(NAME OF CONTRACTOR.)
SIGNATURE OF CON T OR.
STATE CERT. # CBC 053044
(CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was acknowledged before me this :
DATE: I - �_ p
BY: MARCUS L. WATTERS, JR.
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE.
>X46Z
SIGNATURE OF NOTARY:
Mg@Ie M SIes3
* *My Comm"m CC748772
Expires July 28.2002
NOTARY SEAL.
Curved wall cap
LOWNW,
Step up foundation
as necessary to
adjust bottom elevation.
Adjust top of
wall elevation
as shown.
(Dr inage pipes not shown)
Add control joint at
elevation change if needed
1 • �' • •i a•s i_ a e , ' on •1 1.1•'
Approx.9 feet
Hondraiing
example
Backyard at
3:1 slope.
Top of wall w/o cap
Elev. 51.00' varies
to 5233'��
Curved Wall Cop
3' sodded slope down
toward Ret. Pond
-.1 Elev.4267'
Example of
handrolino
Add control joint at (Drainage pipes not shown)
elevation change if needed
Typical Retaining Top of Wall Elevation Chonqes
Example West Side between Lots #19 & #20
Approximate Lot Elevation 5550'
Moderately sloped
rear yard
• UNKII i• 1•
• •1 ►•
1. All wall foundation areas to be approved by a licensed geo-technical
engineering firm for adequacy of support and drainage.
2. If the backfil behind the wall is determined to be R,per„hus notify
Engheer at once so that the underdrains can be changed T
3. Horizontal bond beams shall be installed as noted on the plan details
starting from the top course downward.
4. Vertical control joints shall be installed using tongue and groove block
along a continuous vertical joint Control joints shall be no further
than 40 feet apart. When a control joint falls close to a wall elevation
change, the joint shall be installed at the elevation change. A vertical
control joint shall be installed whenever the size of the concrete
masonry units (CMU — concrete block) changes, ie. from 12" to 8" wide.
5. Six inch diameter PVC pipe sleeves shall be installed approximately one
foot above the base of the wall at locations designated by Burkett Eng—
ineering. These sleeves shall be connected to the rear lot drainage
system in the wall area.
6. The wall cap shall be finished such that a fence or railing system can be
installed along the top of the wall using approved concrete anchors or
an epoxy bolt bonding system for fastening.
7. An adequate drainage system or path shall be provided at the bottom of
the retaining wall to remove standing water from the foundation area
during low water level periods for the retention pond
8. The contractor shall provide a minimum of a three foot wide sodded
protective border or other approved slope protection along the lower face
of the wall to protect its foundation during the stabilization/grow—in
period of the dry retention pond just west of the wall's base.
9. The concrete shall be allowed to cure for a minimum of seven days before
any backfil is placed behind the wall.
10. No heavy equipment shall be allowed within twelve feet of the top area of
the retaining wall
11. Handraling or fencing shall be as designated by others.
ro e
w —
Albert R. Aiken, PE.
President
FL Reg. N 19713
C R I T E R I U M -- Aker Engmee�s
670 K Orlando Ave, #100, MallarA FL 32751 TEL 407 539—M
East Lake Reserve
Seminole County, Florida
Retaining Wall
behind Lots 16 — 20
Sheet 1 of 5 6/15/01
Rev. 1 —Change wall elev., etc. 7/3/01
Moximum
Ground slop
1
8" Block Retaking Wall
with a horizontal bond Curve concrete cap to shed water
beam w/ 2-#4 bars
every 16 inches.
Fill behind retaining wall
Typical 2" weep hole #4 dowel bars and vertical bars—
w/ continuous 4" underdrain ® 16" on centers w/ filed
and gravel backfil -- down cells. Every other vertical
approx. one SF/ foot. �.; - -.; -,bar may end at mid -height.
- n
.#'4 bars @ 30" on centers
12" Ll 1 #3 bars ® 12" o.c. contnuou
—1— 2" Clearance
10"
Bot. Footing Elev. 3" Clearance
-1011MIs
011=1
111M
'44
BW minus 14�f
(Example: BW = 47D0' 6"x6" Key
then Bot. Footing One #3 bar continuous Typical 2" weep hole
Elev. is 4583') 3'- 6" Minimum w/ continuous 4' underdroin
and gravel backfil.
8" Block Retaining Wall Profile Views
a in, IN oil
N. T. S.
General Notes
1. This work is to buid a retaining wall behind Lots #16 to #20 to stabilize
the slopes at the existing rear lot design elevations.
2. The location of the retaining walls shall be as shown on the Sitework
Construction Plans by Burkett Engineering, Inc. Top of wall(TW) and (BW)
bottom are also shown. See profie views for bottom of footing elevation
3. All construction is to be on clean undisturbed soi or sand fil with a
minimum compaction of U00 psf.
4. All block wall cells shall be filed with concrete in a continuous pour.
All concrete is to be a minimum of 2500 psi strength after 28 days.
5. All reinforcing steel to be ASTM A36 with Fy = 36,000 psi minimum.
6. Rebar shall be installed as shown in poured cells of the wall and the
foundation slab. Rebar splices shall have a minimum 18" lop.
7. The bottom of the footing for the retaining wall shall be set on original
undisturbed clean soi with a minimum cover of sixteen inches.
8. The block wall shall have horizontal reinforcement as stated
9. Two inch diameter PVC weep holes shall be installed every sic feet at
approximately one foot above the base of the wall.
10. Vertical expansion joints shall be installed at a maximum of 40 feet
along the wall length using tongue and groove blocks at the joint.
11. The wall cap shall be a poured lintel with rebar, curved to shed water.
12. Exterior wall finish or special texture block shall be specified by the
developer.
13. The Contractor shall be responsible for protecting all new and existing
improvements as well as personnel and all on site property.
14. Removed and unwanted material shall become the property of the
Contractor who shall dispose of some in an appropriate and legal manner.
1.5. All dimensions and existing conditions cre to be verified in the field by
the Contractor prior to starting work. Any significant deviations are to
reported to the Engineer.
16. These plans are for use at Lots #16 - #20 ONLY on this project.
17. See all other drawings and notes for additional information.
18. All improvements to be made in accordance with applicable local codes
and conditions.
1"UZY.
Albert R. Aken, P.E.
President
FL Reg. # 19713
CRITERIUM -- Adre17 En9inee,-s
670 K Ddmdo Ave, A100, Na10m4 FL 32751 TEL 407 539-220a
East Lake Reserve
Seminole County, Florida
8" Retaining Wall (S-4" or less)
behind Lots 16 - 20
Sheet 2 of 5 6/12/01
Rev.1 - Change wall elev, etc. 7/03/01 1
Maximum
Ground slope
Curve concrete cap to shed water
CD
� u
>
_ o
d- V
8" Block Retaining Wall - _M
with a horizontal bond Fill behind retaining wall
beam w/ 2—#4 bars
every 16 inches.
Typical 2" weep hole #6 dowel bars and vertical bars
w/ continuous 4" underdran @ 24" on centers w/ filed
and gravel backfll -- down cells. Every other vertical
opprox. one SF/ fo .-- -, bar may end at mid —height.
d4 bars @ 25' on centers
15 #3 bars @ 12" oc.contnuous
d
2" Clearance
12"
BoL Footing Elev.
BW minus 16" T
(Example: BW = 44D0' 8"x8° Key One #3 bar continuous Typical 2" weep hole
then Bot. Footing 3" Clearance w/ continuous 4" underdrain
Elev. is 42.67') 4'— 2" Minimum and gravel backfil.
8" Block Retaining Wall Profile Views
J
Use for Walls from 3'-4it to 6'-0"
N. T. S.
General Notes
1. This work is to build a retaining wall behind Lots #16 to #20 to stobiize
the slopes at the existing rear lot design elevations.
2. The location of the retaining walls shall be as shown on the Sitework
Construction Plans by Burkett Engneerng, Inc. Top of wall(TW) and (BW)
bottom are also shown. See profile views for bottom of footing elevation.
3. All construction is to be on clean undisturbed soil or sand fill with a
minimum compaction of 2,501) psf.
4. All block wall cells shall be filed with concrete in a continuous pour.
All concrete is to be a minimum of 2,500 psi strength after 28 days.
5. All reinforcing steel to be ASTM A36 with Fy = 36,000 psi minimum.
6. Rebar shall be installed as shown in poured cells of the wall and the
foundation slab. Rebar splices shall have a minimum 18" lap.
7. The bottom of the footing for the retaining wall shall be set on original
undisturbed clean soil with a minimum cover of sateen inches.
8. The block wall shall have horizontal reinforcement as stated.
9. Two inch diameter PVC weep holes shall be installed every six feet at
approximately one foot above the base of the wall.
10. Vertical expansion joints shall be installed at a maximum of 40 feet
along the wall length using tongue and groove blocks at the joint.
11. The wall cap shall be a poured lintel with rebar, curved to shed water.
12. Exterior wall finish or special textured block shall be specified by
developer.
13. The Contractor shall be responsible for protecting all new and existing
improvements as well as personnel and oll.on site property.
14. Removed and unwanted material shall become the property of the
Contractor who shall dispose of same in an appropriate and legal manner.
15. All dimensions and existing conditions are to be verified in the field by
the Contractor prior to starting work. Any significant deviations are to
reported to the Engineer.
16 These plans are for use at Lots ,#16 — #20 ONLY on this prof
17. See all other drawings and notes for additional information.
18. All improvements to be made in accordance with applicable local codes
and conditions.
PAP/or
Albert R. Aken, PE.
President
FL Reg. # 19713
C R I T E R I U M -- Aden E�gi�ee�s
670 N Orbvdo Ave,1100. Woos . FL 32751 TEL 407 W9-2200
East Lake Reserve
Seminole County, Florida
8" Retaining Wall (S-4" to 5'-0")
behind Lots 16 - 20
Sheet 3 of 5 6/10/01
Rev. 1 — Change elev, etc. 7/05/01
12" Block Retailing Wall
with a horizontal bond
beam w/ 2—#5 bars
every 16 inches.
Typical 2" weep hole
w/ continuous 4" underdrain
and gravel bockfil --
approx. one SF/ foot.,
Maximum
Ground slope
#7 dowel bars and vertical bars
@ 24" on centers w/ filed
down cells. Every other vertical
bar may end at mid —height.
#5 bars @ 21' on centers
20"
3 bars C 12' o.c. continuous
{ 2" Clearance
:•.
12" ;.
3" Clearance
Bot. Footing Elev.
BW minus 16"
(Example: BW = 44.00'
then Bot. Footing
Elev. is 42.67')
8"x8" Key
5'— 4" Minimum
--------------
#3 bars continuous Typical 2" weep hole"
w/ continuous 4" underdran
and gravel backfll.
• ► RetcininQ WollProfile
N. T. S.
1. This work is to build a retaining wall behind Lots #16 to #20 to stabilize
the slopes at the existing rear lot design elevations.
2. The location of the retaining walls shall be as shown on the Sitework
Construction Plans by Burkett Engineering, Inc. Top of wall(TW) and (BW)
bottom are also shown. See profile views for bottom of footing elevation.
3. All construction is to be on clean undisturbed soil or sand fill with a
minimum compaction of 2,500 psf.
4. All block wall cells shall be filled with concrete in a continuous pour.
All concrete is to be a minimum of 2,500 psi strength after 28 days.
5. All reinforcing steel to be ASTM A36 with Fy = 36,000 psi minimum.
6. Rebar shall be installed as shown in poured cells of the wall and the
foundation slab. Rebor splices shall have a minimum 1B" lop.
7. The bottom of the footing for the retaining wall shall be set on original
undisturbed clean soil with a minimum cover of sixteen inches.
8. The block wall shall have horizontal reinforcement as stated.
9. Two inch diameter PVC weep holes shall be installed every six feet at
approximately one foot above the base of the wall.
10. Vertical expansion joints shall be installed at a maximum of 40 feet
along the wall length using tongue and groove blocks at the joint.
11. The wall cap shall be a poured lintel with rebar, curved to shed water.
12. Exterior wall finish or special textured block shall be specified by the
developer.
13. The Contractor shall be responsible for protecting all new and existing
improvements as well as personnel and all on site property.
14. Removed and unwanted material shall become the property of the
Contractor who shall dispose of some in an appropriate and legal manner.
15. All dimensions and existing conditions are to be verified r1 the field by
the Contractor prior to starting work. Any significant deviations are to
reported to the Engineer.
16. These plans are for use at Lots #16 — 120 ONLY on this project
17. See all other drawings and notes for additional information
18. All improvements to be made in accordance with applicable local codes
and conditions.
OA �ry e by:
Albert R. Aken, PE.
President
FL Reg. fi 19713
C R I T E R I U M -- 4ke17 Engineers
670 K Orlado Ave. #M. MdUrnd FL 32751 TEL 407 539 ZZOp
East Lake Reserve
Seminole County, Florida
12" Retaining Wall (6'-0" to 8'—a")
behind Lots 16 — 20
Sheet 4 of 5 6/13/01
Rev. 1 — Change wall elev, etc. 7/05/01
Maximum
Ground slope
1
'Curve concrete cap to shed water
Fill behind retailing wall
12" Block Retaining Wall
with a horizontal bond
beam w/ 2—#5 bars
every 8 inches.
N
Typical 2" weep hole #
8 dowel bars and vertical bars
w/ continuous 4" underdrain ® 8" on centers w/ filed
and gravel backfill -- down cells.
approx. one SF/ foot.
-a- -
`n
'7 bars @ 21" on centers
24" #3\bars @ 12" o.c. continuous—,
1 4 ---2" Clearance
.g'.;.
14"
3" Clearance
9"x9" Key
6'— 6" Minimum
Bot. Footing Elev.
BW minus 18"
(Example: BW = 44DD'
then Bot. Footing
Elev. is 42M)
N. T. S.
MIN
#3 bars continuous Typical 2" weep hole
w/ continuous 4" underdrain
and gravel bockfiL
i / • 1 •
1. This work is to build a retaining wall behind Lots #16 to #20 to stabilize .
the slopes at the existing rear lot design elevations.
2. The location of the retaining walls shall be as shown on the Sitework
Construction Plans by Burkett Engineering, Inc. Top of wall(TW) and (BW)
bottom are also shown. See profile views for bottom of footing elevation
3. All construction is to be on clean undisturbed soi or sand fill with a
minimum compaction of 3,000 psf.
4. All block wall cells shall be filed with concrete in a continuous pour.
All concrete is to be a minimum of 2, 00 psi strength after 28 days.
5. All reinforcing steel to be ASTM A36 with Fy = 36p00 psi minimum.
5. Rebar shall be installed as shown in poLred cells of the wall and the
foundation slab. Rebar splices shall have a minimum 18" lap.
7. The bottom of the footing for the retaining wall shall be set on original
undisturbed clean soi with a minimum cover of eighteen nches.
8. The block wall sholl hove horizontal reinforcement as stated.
9. Two inch diameter PVC weep holes shall be installed every six feet at
approximately one foot above the base of the wall.
10. Vertical expansion joints shall be installed at a maximum of 40 feet
along the wall length using tongue and groove blocks at the joint.
11. The wall cap shall be a poured lintel with rebar, curved to shed water.
12. Exterior wall finish or special textured block shall be as specified by
the developer.
13. The Contractor shall be responsible for protecting all new and existing
improvements as well as personnel and all on site property.
14. Removed and unwonted material shall become the property of the
Contractor who shall dispose of some in an appropriate and legal manner.
15. All dimensions and existing conditions are to be verified in the field by
the Contractor prior to starting work. Any significant deviations are to
reported to the Engineer.
16. These clans are for use at Lots #16 — #20 ONLY on this oro iect.
17. See all other drawings and notes for additional information.
18. All improvements to be made in accordance with applicable local codes
and conditions.
ApRroved by: /
Albert R. Aiken, PE.
President
FL Reg. # 19713
CRITERIUM-- u-&17E17g &,-1-s
670 N. Orlando Ave, t100, Ndtlacl, FL 32751 TEL 407 539-2200
East Lake Reserve
Seminole County, Florida
12' Retaining Wall (6 —0" to 10 —6'
behind Lots 16 — 20
Sheet 5 of 5 7/06/01
I