Pledge to US Flag Dr. Chandler Mohan of Emory

Transcription

COLUMBIA COUNTY
BOARD OF ADJUSTMENT MEETING
COLUMBIA COUNTY SCHOOL BOARD ADMINISTRATIVE COMPLEX
372 WEST DUVAL STREET, LAKE CITY, FLORIDA
AUGUST 23, 2012
7:00 P.M.
AGENDA
Pledge to U.S. Flag
Invocation
Public Hearing(s);
V0288 -
Dr. Chandler Mohan of Emory Medical Corporation, to request a variance be granted
from the requirements of Section 4.2.17.2 of the Land Development Regulations to
waive the requirement for paved off-street parking and Section 4.15.13 of the Land
Development Regulations requesting a decrease in the number of required parking
spaces from 38 to 30 within an Commercial Highway Interchange (CHI) zoning
districts, located near the intersection of U.S. Highway 90 and NE Pinemount Avenue.
SE 0520 -
Greater Truevine Missionary Baptist Church, to request a special exception be granted
as provided for in Section 4.17.5 of the Land Development Regulations to allow for a
charter school within an INDUSTRIAL (1) zoning district, located near the intersection
of CSX railroail and NE Kingston Lane.
DsLJ1ct I. 1- R.onad WrHIains
na No. 2 - Riy La(ter
Dstrkt lb. 3- )ody Dtree
DstrktNo.4-S,henE.BaiIey
Dkt No.5- Sca,I P. F,tlna
BOARD OF
Co,:r CIuIussioIRs
Couuui t
MEMORANDUM
Date:
16 August 2012
To:
Board of Adjustment/Planning and Zoning Members
From:
Brian L. Kepner, County PIann
Re:
V 0288 Emory Medical Corporation
The above referenced variance is requesting to waive the requirement for paved off-street
parking in accordance with Section 4.2.17.2 of the Land Development Regulations (LDR's) and
to decrease in the number of required parking spaces from 38 spaces to 30 spaces in accordance
with Section 4.15.13 of the Land Development Reguiations (LDR's. The property is located
within a Commercial Highway Interchange (CHI) zoning district. These requests are based on
the existing gravel parking the site currently has arid with the planio constructed a 10,000 square
foot commercial building that would have 500 square feet for medical offices and 500 square
feet for storage. That is where the total number of 38 parking spaces comes from and the request
to reduce it to 30 spaces.
BOARD MEETS FIRSTTKURSQAY5T 7:00 P.M.
AND THIRD THURSDAY AT 7:00 P.M.
P.O. BOX 1529
V
LAKE CITV FLORIDA 32056-1529
PHONE (385) 755-4100
APPEAL FOR VARIANCE
TO
BOARD OF ADJ39.tIT
DO NOT WRITE IN THIS SPCE-FOR OFFICE USE ONLY
I ,4u
Dat* Filed
Dat
Variance Raqeat No. V-
'1W
Set for Hearing
Pubi ished Notice Made
Io 4
L1
Fe. Paid--Receipt No.
Cammnte
3 o3
(D9
R.c.ivd By
Date Haarng Held
C,
Nairspaper
?mount
73O
L..-t.
C7 C:L4rQ(
Date
/
/4V& 2ø1
(indicate other actions such as continuances)
Action by Board On Request for a Variance
(granted, denied, other)
SECTION TO BE CLETED BY APPLICANT
Information concerning Tit2 Holder(s) and Ag.nt
Name of Title Holder(s)
ric
Mcc- (occJion (Woiien'c (iiex c4 F4ck)
k-t
kk4:L
Address
Zip
)-c
Phon.
Any other persona having any ownership, interest in subject property? Yea
If Y.s
CL(
>(
list such p.rsons
NOTE: If the Titls Holder(s) of the subject prop.rty of this application ii appointing an agent
to repreasnt him/her, a letter from the Title Holder(s) addressed to the Cha.rman, Board of
Mjustm.nt, HUST be attached to this application at the tim. of aubmittal stating such
appointment.
Title Holders R.pr.sentative (Agent)
if applicable
Address
Zip
Phone
(1)
A variance is r.ctue.ted in conformity with th. powers vest.d in the Board to p.rit the
0
t- £V%.a- [)cdL
c poxi.xø
L
U s Q{ co,v1
(Insert use or construction proposed)
9
on the property described below, and in conforiLity with the plans on p.rinit nunber
dated
Location and Uae
Legal Demcriptio
Lo Lt(SV.
Tax Parcel Number
t,O
33-S-t- O.LéO OO
S ..
LCAAIAACL&.9..i
(come.rcial
Lend Us. Plan Nap Category
Zoning District
IJçYL
(Xtd
Location or Address of Property
Size of Property
Present Use
1J 'kcth Loi& kO rC-.
cU
Ex
industrial, residential, agricultural, .tc.)
(_.o çfl t%1 eXA...9.
(I)MMt
Actiona by Applicant on Prop.rty
Permit applied for and denied? _______YES
A previous appeal
NO
Permit Application No. SPA-
made with respect to th.se premises
was
Appeal Application No.
was not
Raaona for R.q.st for a Variance
Please note that th. following questions must be answered completely. If additional spac. is
needed, attach extra pages to application.
Bfor answering read the attached Notic. to Applicants.
(2)
1. What chart
rbtics of your property prevent iN being uscI for any or the uses permitted in your zone.
Too narrow
Elevatioa
Too small
Slope.
Shipe
Too shallow
I.
Other
(specify)
Describe the items checked, giving dimensions where approprIate
f(
2.
cc
s4:.-.-.
Cc1
4n
çct
\ 14 X
4a
3
,c
(_.x
z,&)
rC)
J
How do the above stated conditions prevent any reasonable use of our land under t e terms of the Zoning Regulations?
I f v-o-*eJ Qk
ç
0-
M
ç)Q
vii
o'j,
V\r
4. To the beet o your knowl -i gt,5can yi
S
£::,t
'
Q-i
'-L
c-
WdJ
&
ext o.'
E.
eç
'
' C) (Jr 0 0
0
ithate hards ip described bove was not crea -! by an action of nvdñe av g
property Interests in tht land after the Zoning Regulations or applicable part thereof became effective? YES (.-
NO_______
If "NO" explain why the hardship should not be regarded as self-imposed (self-inpsed hardshIps are not entitled to a variance)
5
Are the conditions on your property the result of other man-made changes (such as relocation of a road or hIghway)
YES______ NO_u."
6.
L&Lt S
If "YES", Please describe
Which of the following types of modifleatloni *ill allow you a reasonabl. use of your land?
Change In tot coverage requirement?
Change in setback requirement?
Change in sidt yard requirement?_
Change in offstreet parking requirement?
Change in area requirement?
Other
7. St.te the section of the Zoning Regulations for which a Variance Is requested.
°1°t'
(3)
Lj,
/
11.
(2(L.tP'l
U-i.
State what is the Variance requested, giving distances where appropriate.
U?t
10,000
.4-ut (4°(o)
fiOf-kXj
QLVPA CJ
*
tteA Qt LO ? 0
ttL14 &
Le oL n
Q QL9
p rrMt'i
Are tht conditions of hardship for which you request a Variance true only of your property? Yes
prop esarealmilarly affected
many other
i
No______ If not, how
WIll the grunt of a Variance in the form requested be In harmony with the neighborhood and not contrary to the Intent and
purpose oftheZoniiig Regulations?
Elaborate
I(we) certify that ill of the abov,st.utements and the statements contained in any papers or plans submifted herewith are true to the
best of my (our) knowkdg, and belief.
APPLICANT ACKNOWLEDGES THAT EITHER APPUCANT OR A REPRESENTATIVE MUST BE PRESENT AT THE
PUBUC HEARINGS BEFORE THE BOARD, OTHERWiSE THE REQUEST WiLL NOT BE CONSIDERED (UNLESS
APPUCAN'rs APPEARANCE IS PREVEOUISLY WAIVED BY STA7]
.I1
i::>
(Signature)
Title Holdr(s) or Authorized Agent
Date
NOTICE TO APPLICANTS
A Variance iii zoning adjustment which permits .minor changes or dimensional requirements where individual properties arC both
horshly and uniquely burdened by the strict application of the Zoning Regulations. The power to vary is restricted and degree of
Varlince is limited to the minimum change necessary to overcome the lnequalIt inherent in the property. Use Variance are
specifically prohibited. "Variance" means the modification of the dImeslonaI requirements of a zoning district and does not include
the aubstitutbon of uses assigned to other districts.
(4)
The Columbia County Zoning Regulations require that properties for which a Land Use Change. Zoning Change, Special ExceptIon,
or Variance ii requested' must be pasted by the Building and Zoning Department for a minimum period of one week prior to the
Planning and Zoning Board's hear1ng Once the property is posted, it is the property owner's responsibility to keep the property
posted until after the linal hearing of the Planning and Zoning Board. If the request .Is one that must also be heard by the Board of
County Commissioners, then it continues to be the property owner's responsibility to keep the property posted until after the final
hearing of that Board.
In the event the sIgi are moved, removed from the property torn downs defaend, or othenise disturbed, the appikuttlproperty
owner must immediately notify the But kftng and Zoning Department so that the property can be reposted. If the property is not
property posted until all hearings of the Plariniog arid Zoning Board and/or the Board of County Commissioners are completed, both
Boirds reserve the right to table a discussion on the request or continue the hearing until such time as the property is properly posted
for the required period.
I have read the above statement and undeistand that! am responsible for keeping my property property posted until all hearings on
my requested are corn pkted.
CLA
pplica :sS
tire
Nt>
thJ22<
D te
I. A Variance recognizes that the mast district requirements do not iffect all properties equally; It was invented to permit minor
changes to allow hardship properties to enjoy equal opportunities with properties similarly zoned. You must prove that your Land is
affected by special circumstances or UnUSUII condition,. Thai. must result In uncommon hardship and unequal treatment under the.
strict application of the Zoning Regulations. WIir, hardship conditions extend to other properties a Variance cannot be granted. The
remedy for general hardship Li a change of the map or the text of the Zoning Regulations.
Von must prove that the combination of the Zoning Regulations and the uncnmon conditions of your property prevects you from
makingany reasonabic use of your tend as permitted hy yourpresentzonlng district. Since zoning reguLates land and not people, the
foHowing conditions cannot be considered pertinent to the application for a Variance: (I) Proof that a Va,iance would increase thi
flnaiiciat return from the land, (2) Personal hardship, (3) Setcimposed hardship. in the last case, the recognition of conditions created
after the enactment of the Zoning Regntattons would encourage and coadone violation it(the Law.
No Vailanca may be granted which adversely alTectaurrounding property or the general neighborhood. All Variances must be in
harmony with the intent md purposes of the Zoning Regulations.
3.
Au appeal from a decbiou of the Board of Adjustment may be taken to the circuit court having jurisdiction in the County for
judiciAl relief within Thirty (30) days after the rendition of the decision by the Board of Adjustment.
(5)
Lt S.
q
S
o
APXIJ C4
:PArCS S
10000 SF
Building
'Slope
Pript.Preview - Columbia County Property Appraiser - Map Printed on 8/16/2012 12:12:11 PM
Page 1 of 1
t
I
/
I
/
a.,
NW
j
L
°41i:q
j
!
'--.
- 44
/
C
I
154
S
30*
451
7U
1S
1554
451
135*
1204
1511 ft
Columbia County Property AppraIser
J. Doyle Crews - LaIe City, Flocida 320551 386-750-1083
NOTES
PARCEL: 33-3S-16-02460-007 - OFFICE BUI (001700)
CCP#t SE OCR OF SEI/4 OF NE114, RUN W 224.61 FT FOR P09, CONT W 98.32 FT. N 7 DOE 34696 FTTO S R?WUNE uS-go,
RUN 563 DC EALONG RIWLINE 102.58 F
2011 C.rtlfl.d Vulu..
Name: PEOPLES STATE BANK
Site: 4812 WUS HiGHWA9a
M ai.-
Sates
Info
Ttis
irme
Lrid
35A]NBLdt
LAKE CITY, FL 32025
$267,400i)0
61312010
o:
d Ih.rbi a,
retisdXo by ie iii
5196,43700
$0.00
I/Li EJnpt
1100.00 I/U
8/7/2002
sId n
7,214.00
$56,823.00
Bldg
Assd
dawwM rrçSd by
ne.$
Cty: $196,437
Taxb
Odw $1,437 Sc/v: $196,437
oaCority Pmty AppLe Olki sIsIyI U4 &TkT
ty
.. Nower#sy,
pu.cy iats4, 8ii bmn mtrs theddicmi1yo hi thi Piey AIyá
iWWL P$
r0.d. ,ipiidid kth. icossyotths i
NOT cicl4Id iuei GnzzyLoqC.ccxn
o& Thu aiesed
tti CPWl9i b.0 âig kiáz.dyor idvorim snw p,po
httn'//r2eoIumhia.f1oridanacom/GISfPrjnt MaDaso?oiboiibchhibnlicafceelbiemno1kjkmgaaog...
I
8/16/2012
DIrkt P. 1 Ronald Williams
Dr p. 2- Rijgy D&ratter
Dd P. 3- )Ody D&t
D1d P. 4- Skhen E. Bdey
DrId No.5-
rI
P. Frlsifla
801 lID OV Cot:ui C4)1 I USSU(I iis
(Di U I III. % Couvr
23 August2012
TO:
Board of Adjustment
FROM:
Land Development Regulation Administrator
SUBJECT:
V 0288 (Emory Medical Corporation)
Concurrency Assessment Concerning a Variance
The following assessment is provided for the purpose of a binding concurrency determination
concerr1ng the demand and residual capacities for pubLic facilities required to be addressed within
the Concurrency Management System. This assessment serves as a binding concurrency
determination, but does not ensure that facilities, which are net owned, operated or permitted by
the County will be available to the property at the time development occurs.
V 0288, a petition by Dr. Chandler Moh.an of Emory Medical Corporation, to request a variance be
granted from the requirements of Section 4.2.17.2 of the Land Development Regulations to waive
the requirement for paved offstreet parking and Section 4.15.13 of the Land Development
Regulations requesting a decrease in the number of required parking spaces from 38 to 30 within
an Commercial Highway Interchange (CIII) zoning districts in accordance with a site plan
submitted as part ofa petition filed August 1,2012, to be located on property described, as follows:
A parcel of land lying within Section 33, Township 3 South, Range 16 Iast, Columbia County,
Florida. Being more particularly described, as follows: Commence at the Southeast corner of the
Southeast 1/4 of the Northeast 1/4 of said Section 33; thence North 89°11'09" West along the South
line ofsajd Southeast 1/4 of the Northeast 1/4ofSectiori 33 a distance of 224.61 feet to the Potht of
Beginning; thence continue North 89°11'009" West stillalong said Southeast 1/4 of the Northeast
1/4 of Section 33 a distance of 98.32 feet; North 07°4237" East 346.96 feet to a point of the South
right-of-way line of U.S. Highway 90 (State Road 10); thence South 63030b00Tl East along said
South right-of-way line of U.S. Highway 90 (State Road 10) a distance of 102.58 feet; thence
South 07°36'5" West 302.12 feet to the Point of Beginning.
Containing 0.80 acre, more or less.
LESS AND EXCEPT
BOARD MEETS FIRST THURSDAY Al 7:00 PM.
AND THIRD THURSDAYAT 1:00 PM.
P. 0. BOX 1529
V
LAKE CITY, FLORIDA 32O561529
V
PHONE (386) 755-4100
Board of Adjustment
Memorandum
Page 2
A parcel of land lying within Section 33, Township 3 South, Range 16 East, Columbia County,
Florida. Being more particularly described, as follows: Commence at the Southeast corner of the
Northeast 1/4 of said Section 33; thence North 04042s10 East along the East line of said Northeast
1/4 of Section 33 a distance of 268.13 feet to the centerline of U.S. Highway 90 (State Road 10)
as per Florida Department of Transportation Rightof-Way Map, Section 29010; Thence
North 65°20'SS" West along said centerline of U.S. Highway 90 (State Road 10) a distance
of 183.50 feet; thence South 24°39'OS" West 50.00 feet to the Point of Beginning; thence
South 05°12'38" West 21.12 feet; thence North 65°20'SS" West 104.08 feet; thence
North 05°06'56" East 21.22 feet; thence South 65°20'SS" East 104.12 feet to the Point of
Beginning.
Containing 0.05 acre, more or less.
Said lands totaling 0.7 acre, more or less.
Availability of and Demand on Public Facilities
Potable Water Impact -
The site is served by an individual well. The proposed varance, to waive the requirement for
paved off-street parking of an existing gravel off-street parking and a decrease in the number of
required parking spaces from 38 to 30 based on a 10000 square foot gross floor area building with
500 square feet for medical offices and 500 square feet for storage will not require potable water
service. Therefore, the proposed variance is not anticipated to adversely impact potable water
facilities.
The proposed 10,000 square foot gross floor area building will require potable water service and
impact potable water facilities that will be address in the Concurrency Assessment preformed prior
to a building permit being issued.
Sanitary Sewer Impact -
The site is served by an individual septic tank. The proposed variance, to waive the requirement
for paved off-street parking of an existing gravel off-street parking and a decrease in the number of
required parking spaces from 38 to 30 based on a 10OOO square foot gross floor area building with
500 square feet for medical offices and 500 square feet for storage will not require sanitary sewer
services. Therefore, the proposed variance is not anticipated to adversely impact sanitary sewer
facilities.
Board of Adjustment
Memorandum
Page 3
The proposed 10,000 square foot gross ftoor area building will require sanitary sewer service and
impact sanitary sewer facilities that will be address in the Concurrency Assessment preformed
prior to a building permit being issued.
Solid Waste Impact -
The proposed variance, to waive the requirement for paved off-street parking of an existing gravel
off-street parking and a decrease in the number of required parking spaces from 38 to 30 based on
a 10,000 square foot gross floor area building with 500 square feet for medical offices and 500
square feet for storage will not require solid waste service. Therefore, the proposed variance is
not anticipated to adversely impact solid waste facilities.
The proposed 10g000 square foot gross ftoor area building will require solid waste service and
impact solid waste facilities that will be address in the Concurrency Assessment preformed prior to
a building permit being issued.
Drainage Impact -
The propose4 variance, to waive the requirement for paved off-street parking of an existing gravel
off-street parking and a decrease in the number of required parking spaces from 38 to 30 based on
a 10,000 square foot gross floor area building with 500 square feet for medical offices and 500
square feet for storage could potentially impact drainage systems. The requiring of paved parking
in relationship with the size of the property and proposed building and the requirement for storm
water retention may impact the development of the site.
Recreation Impact -
As there will be no additional popu'ation generated by the request to waive the requirement for
paved off-street parking of an existing gravel off-street parking and a decrease in the number of
required parking spaces from 38 to 30 based on a 10,000 square foot gross floor area building with
500 square feet for medical offices and 500 square feet for storage, the proposed variance is not
anticipated to adversely impact recreational facilities. Therefore, the tevel of service standards
established within the Comprehensive Plan for the provision of recreation facilities are anticipated
to continue to be met or exceeded.
Board of Adjustment
Memorandum
Page 4
Traffic Impact -
The roadway serving the site has exceeded the level of service standard required for traffic
crcu1ation facilities as provided in the Comprehensive Plan.
The proposed variance, to waive the requirement for paved off-street parking of an existing gravel
off-street parking area and a decrease in the number of required parking spaces from 38 to 30
based on a 10000 square foot gross floor area building with OO square feet for medical offices
and OO square feet for storage will not impact the adopted level of service for traffic circulation
facilities.
The proposed 10,000 square foot gross floor area building will impact the &lopted level of service
for traffic circulation facilities that will be ad&ess in the Concurrency Assessment preformed prior
to a building permit being issued.
Surrounding Land Uses
The current land use of the site is commercial. The site is bounded on the north by commercial,
on the east by commercial, on the south by the commercial and vacant land and on the west by
commercial land uses.
Historic Resources
According to Illustration A-I! of the Comprehensive Plan, entitled Historic Resources, which is
based on the Florida Division of Historical Resources Master Site File, dated 1989 and 1996, there
are no known historic resources on the site.
Flood Prone Areas
According to Illustration A-V of the Comprehensive Plan, entitled General Flood Map, which is
based upon the Flood Insurance Rate Map, prepared by the Federal Emergency Management
Agency dated Febn.iary 4, 2009. the site is located in a Zone X. Zone X has been determined to
be areas with a 0.2 percent chance of annual flooding.
Wetlands
According to Illustration A-YE of the Comprehensive P'an, entitled Wet'and Areas, which is based
upon the National Wetlands Reconnaissance Survey, dated 1981. and the National Wetlands
Inventory, dated 1987, the site does not contain any wetlands.
Board of Adjustment
Memorandum
Page 5
Minerals
According to Illustration A-Vu of the Comprehensive Plan, entitled Minerals, which is based upon
Natural Resources, prepared by the North Central Florida RegonaI Planning Council, dated 1977,
the site is within an area known to contarI phosphate deposits.
Soil Types
According to illustration A-Vu! of the Comprehensive Plan, entitled General Soil Map, which is
based upon the U.S. Department of Agriculture, Soil Conservation Service, Soil Survey dated
October 1984, the site contains Blanton fine sand soiis (0 to 5 percent slopes).
Blanton fine sand soils (0 to 5 percent slopes) are moderately well drained, nearly level to gently
sloping soils on broad ridges and undulating side slopes. The surface and subsurface layers are
comprised of fine sand to a depth of 52 inches. The subsoil layer is comprised of fine sandy loam
to a depth of 80 inches.
Blanton fine sand soils (0 to 5 percent slopes) have slight limitations for building site development
and moderate limitations for septic tank absorption fields.
Stream to Sink
According to the Stream to Sink Watersheds, prepared by the Suwannee River Water Management
District, dated October 7. 1997, the site is not located within a stream to sink area.
Aquifer Vulnerability
According to the Columbia County Florid.an Aquifer System Protection Zone Map, prepared by
the Advance GeoSpacial Inc., dated September 29, 2009, the site is located in a most vulnerable
area.
Vegetative CommunitieslWildlifr
According to Illustration V-I of the Data and Analysis Report, entitled Vegetative Communities,
the site is located within an agricultural and non-vegetative community. There are no known
wildlife habitats associated with an agricuiturai and non-vegetative community.
rol
kPPIM
P1CX.L IXC!PrI0N
TO
3OAZD 07 ADaUBTNIIT
DO lOT WZITI X
2 Au
Dts Fil.d
TRIB IACI -- -_FOft OIPXCT UBI OLT
-Oi'-
Bp.cit]. Ixosption zsq.t No.
Dat*
Rssivsd by
23 /l1t .2oi-
Dat. g.rig H.ld
7* Paid_-_Rscispt
Cont
çL
)-.4L.
N.wsp*p.r
LI 3 Q
o -
M.d.
7.5b. OQ
Pount.
.1-o/2
Dats
&h *
(Indiest. øtht.
i.q.t for
Action by 3oard o
,4(jt.
/2 ,4ti&-
.t Vor H.aring
Pu.bUih4 oti.
QScaO
t
Bpscial lzc.ption
(grantsd, d.i.d oth.r)
UCTXOX TO
I COIIPLITID IT APPLICAIST
XzLfor*stion conc.rning Titi. Hold*r(.) and Ag..t
Na.A of Titls
Eo1dsr()
C
o.
kddr*s
;s;i..r7
I
Gro'c
Zip
3
Any otbsr psrIon
f2
Fl-
9 a I7
Phcn.
having a
HOX
C,Ldr,CL_
ovii.z.hip. it.r.at in .ubj.ot prop.rty 7 YlI
If Y!S, P1.*. 1it uuch p.rso(.)
HOT1 :(f th Titi. Ho1dsr() of th. hubjsct propsrty of thu appliaation ii appointing *n mgsnt
to r.prslsnt hi./h.r a lttsr fxa th. Titi. Ho]d.r(.) addr.i.d to th. Chairpa< Board of
Adjiata.t, X8T b. attach.4 to thi. application . tha tin. of .ub*ittal, stating such
appoint.nt.
Titls
o1d.r(a
f (!k(c4'
Addx*iJIu
3
*r'
1.pr..ntativs Ag.nt), if appliaabl.
:)
II
7S
tYi\
1
AA rV___
,4j42
La/Ce &
,t/ &
Pho
3
CL
1)
7$'5' -
9
c
q7
f/,v d___
C\
3
A Special Exception Ia requdted in conrormlty with the power. ve.ted to permit the
(ineert ue or conStruction prçposed)
Ml 4
dited
on the property deacrthed below, and in roiiformi*y 1i1Lh the pLane on permit number ,Vjfr
Location and Ussi
)-
W(
L.gal D.soription
A
-J
1
3
2J7 /JE
Loctioz or Addrspl of Propsrty
C.
L
3c3s_/7_O7-3L17.000
Tax Varcsi Nu..bsr
)_4
7
çi-.
josr
c'-c'S
9ii of Prop.rty
Prs$Snt Uas
CL
(coa.roi*l, induStrial
r.iid.ntial, agricultural, to.)
sa Plan Map Cat.gory
LaDd
Zoning Ei.trict
-I L1A f:f
by Applicait on Prop.rty
ActiOfl
jO
Parit appli.d for and dsnisd?
P.rit kpplication No
prssLoa tppa1.
-
)(
wac
was not
,j/4
zad with r.sp.ot to pri.a,
App.a] kpp]..ication No.
Plsas. nots that t2. following qusatione must h. answsrsd copl.t.ly. If additional epacs is
n..d.d attach sxtra pagsg to application.
sfoz anawsring r.ad tbs sttachsd 3otic. to Applicants.
gtat. the 8ection
of ts Zoning Z.gulations for which a 8p.cial Zxc.ption is r.qu.etsd.
,ric
/_3__
2.Btats th. grotuid on which tha ap.cial Ixcsptio is r.qu.st.d wits particular r.fsr.no. to
the typs of findings whio the Noard of A.djuutant iak.s under the Zoning isgulations.
(2)
plans for acr..ning and buffsrin
with rsfsr.ncs as to typs
di.snsiona
nd chaxact.r:
propoud landscaping: and
proposed signs and lighting, including type
di.en.ioni, and character. Where these zoning
regulations plac. additional regulations on specific special exceptions
the petition abould
d.aonstrat. hat such r.guir.asnta are act.
3. Any erson or persons. Icintly or severally, aggri.v.d by any dsciion or action of the
3o&rd oç Adjustzent aay apply to the 3card of County Coaisiionsri for review of such decision
y. att.r the rendition of the decision by the Board of Adustasnt.
thin thirty t30)
4
I (we) certify that all of the above statementS, and the statements contained in any papers or
-plans eubmitted herewith are true to the best of my (our) knowledge and belief.
).PPLICAIT hC1NOWtZDIU 'rIAT ZITIZI APPI1ICMT OR A lIpRIUrrkrIvz )IT 31 pzlszrr AT Til PU3LIC
EIAZINQI3110R1 THI 30
OIII*4i*..TI1äQU1ST WILL lOT 11 COI3IDIRID (O1L1S AP)111CA1T'S
APP1AP.C1 IS PRRVIOSL
-
v-
/&L/lC.)
(Signature)
o1der(s)1 or A'.thorized Agent
Title
V
,
ç;'I;&
Date
IOTICI TO APPLICAITS
A special exception is a use that would not be appropriate or without restriction throughout
a zoning diviaion or district but which, if controlled as to number1 area, location1 or
relation to the neighborhood, would promote the public health1 safety, welfare, morals, order.
comfort, convenience, appearance1 prosperity, or the general welfare. Such uses may be
permissible in a zoning classification or district as a special exception if specific provision
for such a special exception is made in the Zoning Regulations.
The following is required to be submitted along with the
appeal for a SpeciaJ Exception:
a- site plans at an appropriate scale showing proposed placement of structures on the property;
provisions for ingress and egress, off street pak1ng arid off street leading areas, arid refuse
and service areas; and required yards and other open spaces;
b. plans showing proposed locations for utility, hook-up;
()
BOOKIZ PG
- - -. - ...---- -
--.4- ----------
LEANDRJ 1-EGHT
bA.to
tco
DEDCPbO
OI
'ITI%YI
Mc..
't%U
M
1 #0 b.
ifl
ki.
c.L
ALUA1L1I 1IS)4T%
6b%ç.i$i .n
di4%.i
'_
k.
nsS!. '...
L
Tu
W/a1 o
.
.c!rD
On kt Mr4' Lr4*
SULIb4
l('i
*th4
R,C.ocfl.'r IY ao
.S
?S,
or4
LtticM"iE.ao
fut.
iti
III.,c.i. 1(.4ô'tS4I
..btO4ZO
4.S
1&E. 225$
101 14Si a 4'
*.vh.
&k1 .W.
tI
%tmcq
IY4c.
1(
.OI.l.&)..,
1%
L'O1. 1G't
410 5a..4
?*tt tin.
sr
ICO 3I4
IYi
'.444
P(
Pgi.rD,TjQ4.1m4
RR.M.
1I.I.C..f,f 5 W4I
P,(N'.
r
?.
TA 3.ulftC% Il1k
Y. o
avi
'''4
C.1%4
4
Q
P...
.tlhan&, a
.
LIIq4
13M4
-.
otd
ct'ra O
A.'r frj
.4
1
14
ól'
I
l
1A
SI..
do1
A.
r vt.
t44 b..... W4. 1.lLf'
TO!4(%'1
'I
'I
4%1ICIflYO
n% 1r4
%o
o1Iioi
o-).d(c
nd
Yir%,
.
oi'd
1
I
CI NJ'.
Ca..i'ø'.
"
L1-..da
__,4L.t..
I
t" 1I.
4.2
A
k.1
t
310-44
a.
F04
,routc
it
CrntIituLc
O
elAI1%44
'
:
...
¼4fk..dqi
./
s;
..' 1_I.%SaI
-- o
4
r
14
.E
-il.%
Wi% $qsS&?I.
r
t
iA
n,
4
m
4i
p.
.
AL1jIm,PI*%
217 NE 1(ingstori LN, Lake City, FL
(386) 755-9247
To wfiom it may concerrr
cr1is is to infonn you titat (Deacon 4 Mn Simmons, CFiairman of the greater Tnsevine
M.ssionaiy iaptist Cfiurcfi, fias tfie autfwrity of tEis cfiurcfi to swn locuments n?&zting
to tfie esta6Cufiment of Vine)4caIemy of the
andany oMeraccommoatntg
actñ'ities.
Yours
L. ..
Iè,Pastor
Suter Maiy 'øiEanu, Cñurc Cfer&
)4n
(Dea. EmauuaetCuny, CFjairman of (Deacon CBoari
ftUglLrt 8,2012
'4en? Cange4Lix air cfianajng £tvcs'
Page 1 of I
Print Preview- Columbia County Property Appraiser- Map Printed on 8/16/2012 12:14:07 PM
------------ I &o)urL
NEOKINAWA5
I/
I
/
1)
/
_fi
I
'2 /
li
)
(IL'
1
17
/
'
iij
I
1-
-
HINGTONst
I
U5HA
1.4
1.0
1.25
1.31
1.42
_--i
L
L___LJI
------
i
I
I
I
/
*.4t
1.3$
0.7
Columbia County Propetty Appraiser
4. Doyle Crews - Iake City, Flcria 32056 386-755-1083
NOTES:
PARCEL: 35-3S-1 7-07347-000 - CHURCHES (OO7OO)
L0TS6 13 & 25PTOFFWSIDEOFLOT7ALE)(ANDRA HEIGHTS S/DORB B-B85, 942-2799,
Name: GREATER TRUEVINE MISSIONARY
2011 C.rtIfl,d VaIu
Site: 217 NE KINGSTON LN
Land
$2841800
BAPTIST CHURCH C10 ERMON OWENS
Bldg
$77,272.00
NEKrWGS10NL
Assd
$10799000
P09CX344.8
Exmpt
$107,990.00
LAKE Crrf. FL 32056-3448
Sales
In
$12,000.00
12.12412001
via
1/12/1995
$,70Q.00 V/U
1oçdI tI2I2O2. w de.d riit dwiich waioraysd by tha Coü1C
0the:$0jScll:0
c'wcic.
s1yQtmt vJ1. ywjr
Q(thS OS1
Tni may S0 rYed the dimr4y on II in the Pmwty
thQI4I L P4Ok1Y Idd, the
by any4*
U$. Q( ( Ifl!UbO
Cnty:$0
Taxbl
an theie v .ttb chwe be4oni Ee
id
niiad x d om*1 $lisirentyizpO4IL
Ic the owiriIe
,
WLoiGI. The
pp.cty aewwt INS
,
pered b':
ue4à.ea . NOT eed vis OyLacca
httn:II2.cc,1umbia.floridava.eomJGISfPrjnt Map.a.st,?pjboiibchhjbnligcafceeIbemno1kjkmgaaog...
8/16/2012
Drtt No. I - Ronaid WIIlIa,m
DrlcX No. 2- Ri.y Dratter
Di1ct No.3- )ody Di.Pre
DrIct No.4- Slephen E. Saliey
D1iU No.5- &ai P. Fra
UOARD DI CoLu'1 Coi1uussuoiEns
Co.tii.n.t Coi'r'i
23 August2012
TO:
Board of Adjustrnent
FROM:
SUBJECT:
SE 0520 (Greater Truevine Missionary Baptist Church)
Concurrency Assessment Concerning a Special Exception
The following assessment is provided for the purpose of a binding concurrency deEerrnination
regarding the demand and residual capacities for public facilities required to be addressed within
determination, but does not ensure that facilities, which are not owned, operated or permitted by
the County will be available to the property at the time deve'opment occurs.
SE 0520, a petition by Greater Truevine Missionary Baptist Church, to request a special
exception be granted as provided for in Section 4.17.5 of the Land Development Regulations to
allow for a charter school within an [NDt]STRIAL (I) zoning district and in accordance with a
site plan submitted as part of a petition dated August 8, 2012, to be located on property
described, as follows:
A parcel of land lying within Section 35, Township 3 South, Range Ii East, Columbia County,
Florida. Being more particularly described, as follows: Lots 6, 13 and the West 25 feet of Lot 7
of Alexander Heights Subdivision as recorded in the Public Records of Columbia County.
Containing 2.61 acres, more or less.
BOARD MEETS FIRST THURSDAY AT 700 M
AND THrRO THURSDAY AT 7.X PM,
P.O. BOX 1529
V
LAKE CITY, FLORIDA 32056-1529
V
P1-LONE (386) 755-4100
Board of Adjustment
Memorandum
Page 2
The site is not located within a community potable water system service area. Consequently, the
use to be located on the site will be served by an individual water well. The individual water
well is anticipated to meet or exceed the adopted level of service standard for potable water
established within the Comprehensive Plan.
The proposed development would allow for 1 portable school building for a charter school to be
located on the site.
Based on each portable classroom having a maximum capacity of 30 students. The maximum
number of students permitted for the charter school is 30 students and an estimated employees.
An average student is estimated to use 15 gallons of potable water usage per day.
30 (students) x 15 (gallons of potable water usage per day) = 450 gallons of potable water usage
per day.
An average employee is estimated to use 22.5 gallons of potable water usage per day.
S (employees) x 22.5 (gallons of potable water usage per dwelling unit per day)
potable water usage per day.
113 gallons of
Therefore, the estimated gallons of potable water usage per day = 63 gallons potable water
usageperday(450 + 113 =563).
Sanztary Sewer Impact -
The site is not located within a community centralized sanitary sewer system. Consequently, the
use to be located on the site will be served by an individual septic tank. The individual septic
tan1 is anticipated to meet or exceed the adopted level of service standard for sanitary sewer
effluent established within the Comprehensive Plan.
number of students permitted for the charter school is 30 students and an estimated S employees.
An average student is estimated to generate 11.5 gallons of sanitary sewer effluent per day.
30 (students) x 1 L (gallons of sanitary sewer effluent per day) = 345 gallons of sanitary sewer
effluent generated per day.
Board of Adjustment
Memorandum
Page 3
An average employee is estimated to generate 17.25 gallons of sanitary sewer effluent per day.
5 (employees) x 17.25 (gallons of potable water usage per dwelling unit per day) = 87 gallons of
potable water usage per day.
Therefore, the estimated gallons of sanitary sewer effluent generated per day = 432 gallons
sanitary sewer effluent per day (345 + 87 =432).
Solid Waste linpact -
Solid waste facilities for uses to be located on the site are provided at the sanitary landfill. The
level of service standard established within the Comprehensive Plan for the provision of solid
waste disposal is currently being met or exceeded.
Eased on each portable classroom being 24 feet x 36 feet the total square foot gross floor area =
864 square foot gross floor area per portable classroom.
Based upon 5.5 pounds of solid waste per 1,000 square foot gross floor area per day:
0.864 (864 square foot gross floor area) x 5.5 (pounds of solid waste 1,000 square foot gross
floor area per day) = 5 pounds of solid waste generaLed per day.
Total County average solid waste disposal per day (including municipalities) =471,300 pounds
per day.
Based upon the annual projections of solid waste disposa' at the landfill for 2012, solid waste
facilities are anticipated to continue to meet or exceed the adopted level of service standard for
solid waste facilities, as provided in the Comprehensive Plan, after adding the solid waste
demand generated by the additional portable classroom for a charter schoo! use located on the
site.
Drainage Impact -
As there will be only a minimal incTease in the amount of impervios surface created, the
proposed special exception is not anticipated to adversely impact drainage systems. Therefore,
the adopted level of service standard for drainage established with the Comprehensive Plan is
anticipated to continue to be met or exceeded.
Board of Adjustment
Memorandum
Page 4
Recreation Impact The level of service standards established within the Comprehensive Plan for the provision of
recreation facilities are currently being met or exceeded.
As there wilt be no additional population generated by the addition of a portable classroom, the
proposed additionaL portab'e classroom is not anticipated to have an adverse impact on
recreational facilities. Therefore, the level of service standards established within the
Comprehensive Plan for the provision of recreation facilities are anticipated to continue to be
met or exceeded.
Resource-based and user-based facilities are anticipated to continue to meet or exceed the level
of service established within the Comprehensive Plan after the additional portable classroom for
a charter school is located on the site.
Traffic Impact -
The roadway serving the site is currenEy meeting or exceeding the level of service standard
required for traffic circulation facilities as provided in the Comprehensive Plan.
The proposed development would allow for I portable school building for a charter schc,ol to be
number of students permitted for the charter school is 30 students and an estimated employees.
Summary of Trip Generation Calculations for a Charter School (Elementary School)
Based upon 0.28 p.m. peak hour trips per student per weekday:
30 (students) x 0.28 (p.m. peak hour trips per student per weekday) =9 p.m. peak hour trips per
weekday.
Summary of Trip Generation for Employees for a Charter School (Elementary School)
Based on 3.45 p.m. peak hour trips generated per employee per weekday:
(employees) x 3.4 (p.m. peak hour trips per employee per weekday) = 18 p.m. peak hour trips
per weekday.
5
Therefore, the estimated number of p.m. peak hour trips generated per weekday = 27 p.m. peak
hour trips per weekday (9 18 = 27).
Board of Adjustment
Memorandum
Page 5
The following table contains information concerning the assessment of the traffic impact on the
surrounding road network by the proposed development.
Level of
Service
Section
Existing Existing
P.M.
Peak
Hour
Trips
Section 29
U.S. 90
7ma
(from
NE Baya Ave.
to end of 4 lane)
a
Sources:
Lere1 of
Service
B
Development
?.M. Peak
P.M.Peak Hour Trips
Hour Trips
Previously
Approved
Reserved
Capacity
179
27
P.M. Peak
Hour Trips
With
Development
Level of
Service
With
Development
982
B
2011 Average Annual Daily Traffic County Station Data, Florida Department of
Transportation.
Trip Generation. Institute of Transportation Engineers, 8th Edition, 2008.
QualitvfLevel of Service Handbook. Florida Department of Transportation,
February 2009.
Based upon the above analysis and a.n adopted level of service standard of "D" with a capacity of
,700 p.m. peak hour trips for Section 29, the roadway serving the site is anticipated to continue
to meet or exceed the level of service standard required for traffic circulation as provided in the
Comprehensive PLan after adding the potential p.m. peak hour trips associated with the proposed
development.
The current land use of the site is a church. The site is bounded on the north by single family
residential, on the east by single family residential, on the south by CSX Railroad and industrial
land uses and on the West by vacant land.
Historic Resources
According to Illustration A-Il of the Comprehensive Plan, entitled Historic Resources, which is
based on the Florida Division of Historical Resources Master Site File, dated 1989 and 1996,
there are no known historic resources on the site.
Board of Adjustment
Memorandum
Page 6
Flood Prone Areas
According to Illustration A-V of the Comprehensive Plan, entitled General Flood Map, which is
Agency, thted February 4, 2009, the site is located within a zone X. Zone X has been
determined to be areas with a 0.2 percent change of annual flooding.
Wetlands
According to Illustration A-VI of the Comprehensive Plan, entitled Wetland Areas, which is
based upon the National Wetlands Reconnaissance Survey, dated 1981, and the National
Wetlands Inventory, dated 1987. the site is not located within a wetland.
Minerals
According to Illustration A-V II of the Comprehensive Plan, entitled Minerals, which is based
upon Natural Resources, prepared by the North Central Florida Regional Planning Council, dated
1977, the site is within an area known to contain phosphate deposits.
Soil Types
According to Illustration A-VIII of the Comprehensive Plan, entitled General Soil Map, which is
October 1984, the site contains Hurricane fine sand soils.
Hurricane fine sand soils are somewhat poorly drained, nearly level soils on flats and in areas
adjacent to depressions and poorly defined drainageways. The surface and subsurface layers are
comprised of fine sand to a depth of 56 inches. The subsoil layer is comprised of fine sand to a
depth of 80 inches or more.
Hurricane fine sand soils have moderate limitations for building site development and severe
limitations for septic tank absorption fields.
Stream to Sink
According to the Stream to Sink Watersheds, prepared by the Suwannee River Water
Management District and adopted by the Board of County Commissioners, dated June 2, 2001,
the site is not located within a stream to sink area.
According to the Columbia County Floridan Aquifer System Protection Zone Map, prepared by
the Advance (3eoSpacial Inc., dated September 29, 2009, the site is located in a less vulnerable
area.
Board of Adjustment
Memorandum
Page 7
Vegtative Communities/Wildlife
the site is located within an agricutura1 and non-vegetative community. There are no known
wildlife habitats associated with an agricultural and non-vegetative community.
COLUMBIA COUNTY
PLANNING AND ZONING BOARD
COLUMBIA COUNTY SCHOOL BOARD ADMINISTRATION COMPLEX
372 WEST DUVAL STREET, LAKE CITY, FLORIDA
AUUGUST 23, 2012
7:15 P.M.
AGENDA
PUBLIC HEARINGS
LDR 12-02 - Plum Creek Land Co., to amend the text of the Land Development Regulations
by adding a new zoning disrrict of MUD-i.
Z 0531 -
Plum Creek Land Co., request to change the zoning district from AGRICULTURE-I
(A-i) to MIXED USE DISTRICT-I (MUD-I) on 2,428 acres and from
AGRICULTURE-I (A-i) to CONSERVATION (CSV) on 194 acres. Located on the
south side of U.S. highway 90 between the airport and correctional facilities.
STAFF MATFERS
SDP 12-03 -
Mountaintop Ministries Worldwide, Inc., to request site and development plan
approval as provided for in the Laud Development Regulations to allow for a charter
school located within an AGRICULTURE-3 (A-3) zoning listrict. Located in the
northwest corner of the intersection of County Road 240 and SW Walter Avenue.
Application#LO1S i2o2.
COLUMBIA COUNTY
LAND DEVELOPMENT REGULATIONS AMENDMENT
APPLICATION
Name of Applicant(s):
Address:
City:
PLUM CREEK LAND COMPANY
POST OFFICE BOX 357700
GAINESVILLE
Telephone: (35Z
State:
FL
ZipCode: 326357700
FAX: (i'l tn-iq
333-3733
E-mail address (optional) ALLI SON. MEGRATH@PLUMCREEK. COM
PLEASE NOTEg florida bass very broad public records law. Moit written communications to or from
government officials regarding government business are public ncorda available to (he public and media
upon request Your e-mail address and coniniunkation, may be subject to public disclosure.
NOTE: If title holder(s) are represented by an agent, a letter of such designation from the title
holder(s) addressed to the Land Development Regulations Administrator must be attached.
RICHPJW A. MOORE,P.E,
Name of Applicant's Agent (if applicable): MOORE BASS CONSULTING
Address: 805 NORTH GADSDEN STREET
City;
TALLAHASSEE
Telephone: (Rcn
State: FL
FAX: (85Q
Zip Code:
32303
681-2349
E-mail address (optional) RMOORF@MOORIMRS CQfI
PLEASE NOTE: Florida baa a very broad public records law. Most wdtten coi.nIcadoni to or from
govesuuent Offi!I.I, npShig 8vcrnment business are public record. a,aIMbIr t tht Public and media
upon request Your e-mail address and comnumica Lion may be subject to public disclu5ure.
INSTRUCTIONS:
Please complete Part I for proposed zoning changes to the Official Zoning Atlas.
For changàs to the text of the Land Development Regulations (LDR' s), which do not require an
Official Zoning Atlas amendment, please complete Part U of this application.
Page lof3
APPLICArION FOR AMNDM rr
OF TI-lB LAND DVE.OPMENT REGULATIONS
PART I
Legal Description (Include Copy of Deed):
TaxParcellD#:
Totid acreage of land to be considered under this application:
Zoning Diict:
Zoning District:
Requested:
Present:
Future Land Use Plan Map Category:
Present Use:
(czunTc1. fridtrIij. rd!ai. *gz1cui1.
ac.)
Previous Application for Amendment of the Property or a Part of the Property:
Land Use Ainendment. Yes
No
Land Use Amendment Application No. CPA Land Development Regulations (Zonmg) Amendment, Yes
No
Land Development Regulations (Zoning) Amcndment, Application No. Z -
PART II
For amendments to thc text of the Land Development Regu1atons. please provide in the space
pmvided below (or on separate pages to be attached and made a part herewith) the text of the
pmposed amendment.
SEE PROPOSED 4.21.MIXED USE DISTRICT-INTERNODAL:DATED 7/12/2012
Page 2 of 3
05/OS
APPLICATiON EOR AMENDMENT
OP TIIH L'J(D DEVELOPMENT REOUIAT!ONS
The Columbia County Land Development regulations require that a sign must be posted on the
property ten (10) days prior to the Planning and Zoning Board heanng date. Once a sign has
been posted1 it is the property own&s responsibility to notify the Planning and Zoning
Department if the sign has been moved removed from the property, torn down, defaced or
otherwise disturbed so the property can be repoatecL If the property is not properly posted until
all public hearings before the Pisiming and Zoning Board, the Board reserves the right to
continue such public hearing until such tiu as the property can be property posted for the
required period of time.
APPLICANT ACKNOWELDGES THAT THE APPLICANT OR AGENT MUST BE FESENT AT ThE
PUBLIC HEARING BEFORE THE PLANNING ANI) ZONING BOARD, AS ADOFrBJJ N THE
BOARDS RULES AND PROCEDURES. (YFHERWISE THE REQUEST MAYBE CONTINUED TO A
FUTURE REARING DATE
I hereby certify that all of the above statements and statements contained in any docurnent
or plans submitted herewith are true and accurate to the best of my knowledge and belief.
rr
Atc
Applicazfkgent Name (Type or Print)
L/t 4/
7 /Z3/cg
Date
Ap 'ilcant/Agent Signature
FOR OFFICE USE ONLY
Date Fi1ed.
Fee Amount
.3
$1.250.00
o! .
Application No: ).t1 A /1 -ag.
Receipt No.
DatcofPlanning.ndzoningBoardPublidllearing:
" - 9S
?-3
.2-oil
Date notice published:
Newspaper Lake City Reporter
Date of Local Planning Agency Public Hearing: Ianning and Zoning Board acting as L.P.A.
Newspaper:
(2)
Date(s) of Board of County Commissioners Public Hearing(s): (1)
(1)
Date(s) notice published:
(2)
Newspaper:
Date Notice of Enactment of Ordinance published:
Newspaper: Lake City Reporter
Board of County COmmiRsioners decision:
Page3of3
05/08
Sec. 4.2). MIXF.D USE DISTRICT -INTERMODAL: (Version 7/1 2/2012)
Sec. 4.21. MIXED USE DISTRICT-INTERMODAL (MUD-I); (Version 7/1 2/2012)
Districts and Intent.
The Mixed Use District - Intermodal (MUD-i) designation permits all industrial uses associated with an intermodal
rail terminal facility, including light and heavy manufacturing a wide range of industrial uses, warehousing and
distribution facilities, logistics-centered uses, offices, commercial and residential.
This MUD-I zoning category requires the &ioption of an MUD-I Preliminary Development Plan which shall be
comprised of six defined MUD-I Categories:
Category A Industrial Park
Category 13 Intermodal Terminal
Category C Commercial / Transitional
Category D Residential
CategoryEPrirnaryOpen Space
Purpose: The purpose of MUD-I designation is to permit within its boundary:
1.1. The development, use and operation of: intermodal rail terminal facilities; connecting and switch tracks to
provide rail connections between railroad main lines and intermodal rail terminal facilities; short-term
storage or staging of goods and commodities in transit; ftansportation equipment support and storage
facilities; warehouse and distribution facilities; logistics-centered buildings and uses; heavy industrial
uses; light industrial uses; commercial uses; office uses; residential uses and open space.
1.2. A comprehensive master planned approach which addresses:
1.2.1. the placement of a mix of land uses within MUD-I;
1.2.2. the conceptual location of rail infrastructure and prunary roadway infrastrucWre to support the
MUD-I;
1.2.3. conceptual configuration of proposed MUD-I Categories within the MUD-I;
1.2.4. the identification of ars designated as Coaservation - Open Space within the MUD-I
1.3.
The MUD-I is intended to permit developeis of large-scale, complex and integrated ii,termodal rail,
logistics and industrial projects the flexibility to adapt to market-driven demands and to develop in a
phased manner over an extended period of time.
Definitions.
For purposes of this Section 4.21 MUD-I, the following definitions shall apply:
2.1. "Cargo container" shall mean a standardized enclosed vessel (with doors for loading and unloaLiing) which
may be loaded and unloaded to and from Lrains, irucks, ships and other modes of transprtation.
2.2. 11Heavy manufacturing" shall mean industrial uses consisting of manufacturing, assembling, fabrication
and processing, bulk handling, storage, warehousing and trucking. The uses associated with this district
are likely to generate significant levels of truck traffic, noise, pollution, vibration, dust. fumes, odors,
radiation, radioactivity, poisons, pesticides, herbicides, or other hazardous materials, fire hazards, or
explosion hazards.
2.3. "Long-term" shall mean with respect to the storage of each cargo container, truck hailer container or truck
chassis, one year.
2.4. "MUD-I Preliminary Development Plan" shall mean a map or maps of the MUD-I which have been
approved by the Board of County Commissioners and containing the information required under this
Section 4.21, including the designation of MUD-I Categories along with primary roadways and perimeter
buffers.
Page 1 of 16
Sec. 4.2/. MIXED USE DISTRICT-INTERMODAL: (Version 7/12/2012)
2.5. 1'MUD-I Final Development Plan" - shall mean a map or maps of the MUD-I or phases of the MUD-I
which are consistent with the MUD-I Preliminary Development Plan and which have been approved by
the Board of County Commissioners pursuant to Section 5.16 (Preliminary Plat Procedure) and containing
the information required under this Section 4.21. Approval of the MUD-I Final Development Plan
constitutes Preliminary Plat Approval.
2.6. 11Private road" shall mean an asphalt or concrete paved permanent roadway not dedicated to the County
and having a pavement width of not less than twenty- five (25) feet.
2.7. "Short-term" shall mean with respect to the storage of each cargo trailer, truck trailer container or truck
chassis and the storage of goods in transit, not more than sixty (60) consecutive days.
2.8. 11Towers" shall mean protrusions of accessory structures above the nonnal structural rooftop of a building,
such as structures housing elevators or other lift equipment mechanical structures, communication devices
and equipment, wind turbines and rooftop mechanical equipment.
2.9. "Travel Plaza" shall mean a retail business that provides auto and/or truck fuel, the retail sale of
convenience items, one or more restaurants and which includes more than four (4) fuel islands and more
than eight (8) fueling positions.
3.
MUD-I Requirements: Any MUD-I shall be meet all of the following criteria at the time that the Preliminary
Development Plan for the MUD-I is established and approved:
3.1. The MUD-I shall contain a minimum of 2,000 adjoining acres, under single ownership or unified
development control. The term "adjoining" means parcels which are touching or contiguous to each other,
as distinguished from lying near to. Parcels that are separated from each other by a local, minor collector,
or major collector street or roadway shall also be considered adjoining; parcels that are separated by an
arterial streetlro&lway or Interstate highway shall not be considered adjoining.
3.2. The MUD-I boundary must be adjacent to a raifroad right-of-way or located within 2000 If of a railroad
right-of-way.
3.3. The MUD-I shall contain at least one (1) planned intermodal rail terminal facility of not less than 50
contiguous acres in size, which terminal shall be planned for connection by switches, lead tracks,
connecting tracks or spur tracks over which shall operate a raifroad common carrier or a short haul or
terminal raifroad serving the terminal facility.
3.4. An MUD-I may not span a State of Florida Highway or an Interstate Highway.
Subject to Comprehensive Plan land use approval and rezoning approval by the County, the boundaries of
an existing MUD-I development may be expanded to include adjoining lands. individual MUD-I
expansions shall not be subject to minimum land area requirements. Expansion lands shall adjoin the
parent MUD-I. Any MUD-I expansions together with the land previously included within the MUD-I shall
constitute the same district upon incorporation of such expansions by Ordinance of the County.
3.5. Mix of uses: Development within the MUD-I shall achieve the following range of use mixes at build out,
as measured by the gross acreage of each use.
3.5.1. Individual development parcels within an MUD-I may be proposed for a single use or a mix of uses;
however, the range of mix of uses prescribed herein shall be achieved for the overall district at build
out.
3.5.2. Non-Residential Use. Within the non-residential and non-open space component of the MUD-I. a
minimum of 50% and maximum of 85% shall be Category A, B and C uses.
3.5.3. Residential Use. Within the MUD-I, a minimum of 5% and a maximum of 40Db shall be Category E
uses.
3.5.4. Open Space. A minimum of 10% of the open space provided within the MUD-I shall be uplands, and
one half of that upland open space shall be available for passive recreation purposes. For purposes of
Page 2 of 16
Sec. 421. MIXED USE DiSTRICT -INTERMODAL: (Version 7/12/2 012)
the upland open space area calculation, Conservation Areas (not a part of the MUD-I) shall not be
included in the calculation.
3.6. Utilities. All development in the MUD-I shall be served by central water and wastewater services, except
that comfort facilities in remote recreation areas may be served by well and septic.
4.
Procedure for approval of MUD-I Zoning and Preliminary Development Plan:
The procedure for obtaining a change in zoning for the purpose of undertaking a Mixed Use Disict Intennodal (MUD-I) development shall be as follows:
4.1. MUD-I Zoningand Preliminary Development Plan Approval. The applicant shall submit to the Land
Development Regulation Adminisator his or her request for change to a Mixed Use District - Intermodal
(MUD-I) zoning, containing the following exhibits:
4.1.1. A statement of objectives describing:
4.LLI. The general purpose of the propos1 development; and
4.1.12. The general character of the proposed development.
4.1.2. A Vicinity Map showing the location of the proposed planned MUD-I development in relation to:
4.1.2.1. Surrounding streets and thoroughfares;
4.1.2.2. Existing zoning on the site and surrounding areas; and
4.1.2.3. Existing land use on the site and surrounding areas.
The Vicinity Map shall be drawn ata scale to show an area of no less than 1,000 feet surrounding the
property. A greater area may be required if the Planning and Zoning Board determines information on
a larger vicinity is needed.
4.1.3. A Boundary Survey and legal description of the property.
4.1.4. A Topographic Survey. The most recent United States Geological Service [Surveyj topoaphic
survey may be used if better topoaphic infxrnation is not available.
4.1.5. A Site Analysis Map (or map series) at the same scale as the Preliminary Development Plan
described below shall be submitted indicating:
4.1.5.1. Flood prone areas;
4.1.5.2. Areas with slopes greater than five percent;
4.1.5.3. Soil survey infcrmation;
4.1.5.4. Aerial photo showing existing tree cover;
4.1.5.5. The generally recognized bank of rivers, streams, canals;
4.1.5.6. Location of wetlands;
4.1.5.7. The high water line of lakes;
4.1.5.8. Other man-made or natural features which would be affected by building encroachment.
4.1.6. f. A MUD-I Preliminary Development Plaii drawn at a scale suitable for presentation, showing the
general plan of development for the MUD-I as follows:
4.1.6.1. Proposed land uses including approximate boundaries delineating each use Category (A, B, C,
D and E).
4.J.6.2. Conceptual Jo sizes; the lo sizes should be indicated cithr by lot lines &awn in ththr
proposed location or a statement on the face of the Preliminary Development Plan concerning
proposed lot sizes.
4.1.6.1 Conceptual project phase lines
4.1.6.4. Approximate location of onsite primary roadway network, whether public or private, shall be
delineat1 on the Preliminary Development Plan and labeled. Local roads or access roads need
not be shown.
4.1.6.5. Approximate location of Category E areas reserved as Primary Open Space.
4.1.6.6. Statement concerning proposed methods for addressing natural of manmade drainage and
regional storrnwater management.
Page 3 of 16
Sec. 4.21. MIXED USE DISTRICT-INTERMODAL: (Version 7/12/2012)
4.1.6.7. Proposed onsite railroad rights-of-way.
4.1.6.8. Any other improvements necessary to portray the overall concept and guide the Final
Development Plans, final plats and construction plans.
4.1.6.9. Special provisions. The location of any structure (except pennitted docks, walkways, and
piers) shall be set back a minimum of 35 feet from wetlands. The location of any structure
(except permitted docks, walkways, and piers) shall be set back a minimum of 75 feet from the
Suwannee, Santa Fe and Ichetucknee Rivers. The location of any structure (except permitted
docks, walkways, and piers) shall be set back a minimum of 50 feet from all other perennial
rivers, streams and creeks.
4.1.6.10.
A table showing acreage for each category of land use
4.1.6.11.
A statement concerning allowable buildout maximum for each use within the MUD-I
development.
4.1.6.12.
A statement concerning proposed floor area ratios (percent of lot in relation to building
floor area) and the maximum building coverage expressed as a percent of the total site area.
A preliminary utility service plaii including sanitary sewers, storm drainage, and potable
4.1.6.13.
water supply, showing general locaIions of major water and sewer lines, plant location, lift
stations, and indicating whether graviLy or forced systems arc planned. Size of lines, specific
locations, and detailed calculations arc not required at this stage.
4.1.7. A statement indicating the type of legal instruments that will be created to provide for the ownership
and maintenance of common areas and any private roads.
4.2. Processing the MUD-I Zoning Application and Preliminary Development Plan Submitt1. When the Land
Development Regulation Administrator has received the application and submittls, and is satisfied that
the application and submittls arc complete, the application shall be processed as any other zoning
application in accordance with the provisions of these land development regulations.
The Planning and Zoning Board shall make a reconunendation to the Board of County Commissioners. The
Board of CounLy Commissioners actions shall be one of the following;
Approval as submitted.
Conditional approval.
Disapproval.
4.3. Revision of a MUD-I Preliminary Development Plan
A proposed substantial change in the approved Preliminary Development Plan which affects the intent and
character of the development, the density or land use patterns, or similar substantial changes, shall be
reviewed by the Planning and Zoning Board and the Board of County Conunissioners in the same manner
as the iniIial application. A request for a revision of the Preliminary Development Plan shall be supported
by a written statement and by revised plans demonstrating the reasons the revisions are necessary or
desirable. All revisions to the approved Preliminary Development Plan shall only be approved if they are
consistent with the original purpose, intent, overall design, and integrity of the approved Preliminary
Development Plan.
Minor changes, and/or deviations from the Preliminary Development Plan which do not affect the intent or
character of the development shall be reviewed and approved by the Land Development Regulation
Administrator and shall only be approved if they are consistent with the original purpose, intent, overall
design, and integrity of the approved Preliminary Development Plan. Upon approval of the revision, the
applicant shall make revisions to the plans and submittals and file the revised plans with the Land
Development Regulation Administrator within 30 days.
Examples of substantial and minor changes are:
Substantial changes.
I .Overall MUD-I District Boundary changes.
Page 4of16
2. Significant adjustments to the location of planned project access points.
Minor.
Adjustments to project phasing
Adjustments to MUD-I land use category boundaries and category mixes, not
resulting in increased overall density.
Change in alignment, location, or length of internal streets.
4.4. MUD-I Development Time Limitations
An approved MUD-I Preliminary Development Plan has no expiration date. An approved MUD-I Final
Development Plan has no expiration date.
4.5. Phasing
The Board of County Commissioners may permit or require the phasing of an MUD-I development. When
provisions for phasing are included in the Final Development Plan, each phase of development shall be so
planned arid so related to previous development, surrounding properties, and available public facilities and
services so that a failw-e to proceed with subsequent phases of development will have no adverse impact on
the MUD-I development or surrounding properties.
5.
Procedure for approval of MUD-I Final Development Plan:
Approval of the MUD-I Preliminary Development Plan shall not constiLute approval of the MUD-I Final
Development Plan. MUD-I Final Development Plans may be submitted for portions of the overall MUD-I
project, which may be developed in phases. Approval of the Final Development Plan shall constiLute Approval
of the Preliminary Plat per Section 5.16 of this code for the phase or phases of the MUD-I contained within the
Final Development Plan submittal.
5.1. MUD-I Final Development Plan Approval. The applicant shall submit to the Land Development
Regulation Administrator his or her request for approval of an MUD-I Final Development Plan phase
containing the following exhibits:
5.1.1. A sthtement of objectives
5.1.1.1. The general purpose of the proposed development
5.1.1.2. The general character of the proposed development
5.1.2. A Topographic Map drawn at an appropriate scale by a surveyor or engineer registered in the State of
Florida showing:
5.1.2.1. The location of existing private and public property rights-of-way, streets, buildings, water
courses, transmission lines, sewers, bridges, culveits, and drain pipes, water mains, and any
public utility easements within or a4jacent to the site.
5.1.2.2. Wooded areas, streams, lakes, marshes, and any other physical conditions affecting the site.
5.1.2.3. Existing contours at intervals of one foot.
5.1.3. A Final Development Plan drawn at an appropriate scale and showing:
5.1.3.1. The boundaries of the development phase, topography, and proposed grading plan.
5.1.3.2. Width, location, and names of surrounding streets.
5.1.3.3. Surrounding land use.
5.1.3.4. Proposed streets and street names and other vehicular and pedestrian circulation systems
including off-street parking.
5.1.3.5. The use, size, and location of all proposed building sites.
5.1.3.6. Location and size of undeveloped areas and public or semi-public areas.
5.1.4. A Utility Service Plan showing:
5.1.4.1. Existing drainage and sewer lines.
PageS of 16
Sec. 4.21. MIXED USE DISTRICT-INTERMODAL: (Version 711212012)
5.1.4.2. The disposition of sanitary waste and stormwater.
5.1.4.3. The source of potable water.
5.1.4.4. Location and width of all utility easements or rights-of-way.
5.1.4.5. Plans for the special disposition of stormwater drainage when it appears that said dramage
could substantially harm a body of surface water.
5.1.5. A Landscapmg Plan showing:
5.1.5.1. Landscaped areas.
5.1.5.2. Location, height, and material for walks, fences, walkways, and other man-made landscape
features.
5.1.5.3. Any special landscape features such as, but not limited to, man-made lakes, land sculpture, and
waterfalls.
5.1.6. Statistical information:
5.1.6.1. Total acreage of the site / phase.
5.1.6.2. Maximum building coverage expressed as a percent of the area.
5.1.6.3. Area of land devoted to landscaping and/or undeveloped area usable for recreation purposes
expressed as a percent of the total site area.
5.1.6.4. Calculated gross density and net developable acreage for the proposed development phase (see
Section 2.1 for definition of gross density).
5.1.7. The substance of covenants. grants. easements, or other restrictions to be imposed on the use of the
land, buildings, and structures, including proposed easements for public and private utilities. All such
legal documents, including homeowners associations and deed restrictions, shall be approved by the
County Attorney before fmal approval of the plan.
5.2. Processing the MuD-I Fmal DeveloDment Plan Submittals. When the Land Development Regulation
Administrator has received the application and submittals, and is satisfied that the application and
submittals are complete, the application shall be processed as a Preliminary Plat in accordance with
Section 5.16 of these land development regulations.
5.3. [ssuance of Building Permits
No building permit shall be issued for any portion of a proposed MUD-I development until the Final
Development Plan has been approved.
5.4. Deviation from the Final Development Plans
Any unapproved deviation fnm the accepted fmal development plan shall constitute a breach of agreement
between the applicant and the Hoard of County Commissioners. Such deviation may cause the County to
immediately revoke the Final Development Plan until such time as the deviations are corrected or become a
part of the accepted Final Development Plan.
6.
MUD-I Permitted Use Categories: There shall be five (5) pennitted use MUD-I Categories. Unless otherwise
expressly specified, permitted uses withM MUD-I Categories are separate, distinct and not cumulative among
categories. Uses that are not expressly permitted may be allowed as a variation of use in accordance with
Section 12.3 of the Columbia CountyLand Development Regulations. The following uses are permitted
within the designated MUD-I Categories:
6.1. Category A Industrial Park
Pen'i (tEed principal uses and str7rc1res.
6.1.1. Industrial warehouse, logistics and distribution facilities;
6.1.2. Short-term storage or staging of goods in transit;
6.1.3. Short-term cargo container storage;
6.1.4. Office uses;
Page 6 of 16
Sec.
4.21. MIXED USE DISTRICT-JNTERMODAL: (Version 7/12/2012)
Manufacturing and assembly (but not including Heavy Manufacturing) as defined in Section 4.21;
Uses and buildings accessory to the foregoing, including any retail sales component which are
accessory hi nature to the principal use.
Gasoline service stations, including truck stops with restaurants and retail uses (see Section 4.2 for
6.1.7.
special design standards).
6.1.8. Banks or other fmancial institutions with drive-up facilities and automatic teller machines (ATM).
6.1.9. Governmental offices and facilities, and private offices and facilities under government confract
usage.
6.1.10. Public and quasi-public utilities, including, but not limited to water wells, water treatment plants,
pumping stations, sewage treatment plants, lift stations, electrical substations and facilities
necessarily accessory thereto.
6.1.11. Railroa1 rights-of-way and all associated railroad track improvements, including but not limited to
tracks, ties, switches, lead tracks, connecting tracks, spur tracks, gates and signals.
6.1.12. Power generation facilities (inclusive of renewable energy generation facilities but exclusive of
coal-burning or nuclear plants) and heavy manufacturing shall be special exceptions in Category
A, pursuant to Section 12.2
6. L5.
6.1.6.
Resfricted uses and structures.
6.1.13. In the Category A area, only short-term storage of semi-tractor trailers and trucks is permitted, and
the maximum number of accessory parking spares (not including trailer positions immediately
adjacent to dock doors) intended for use by the semi-frailers, wheeled containers or truck-trailer
combinations at warehouses, distribution facilities and other similar facilities used for storage,
loading or off-loading of goods, shall not exceed one(l)parking space for every 1,500 square
feet of ground floor area of the principal building.
6.1.14. The following Uses shall be allowed when parcel boundaries are located farther than 1,000 feet
from the nearest parcel boundary of a residential use parcel (excludes agriculturally zoned
properties)
6.1.14.1.
6.1.14.2.
6.1.14.3.
6.1. 14.4.
6.1.14.5.
6.1.14.6.
6.1.14.7.
6.1.14.8.
6.1. 14.9.
6.1.14.10.
6.1.14.11.
Automobile, fractor trailer or farm implement assembly or manufacturing;
Boiler shops;
Machine shops;
Structural steel fabricating shops;
Railway car or locomotive shops, including repair;
Metal working shops employing reciproathig hammers or presses over twenty (20) tons
rated capacity;
Brewing or distilling of liquors;
Manufacturing of cans and other types of containers;
Machinery manufacturing;
Meat packing, but not stockyards or slaughterhouses;
Metalstampingand extrusion.
6.2. Category B Intermodal Terminal / Transportation Equipment
Permitied principal uses and structures. Intermodl rail and truck terminals, including:
6.2.1. All Category A permitted and principal uses;
6.2.2. Railroad switching, freight, and storage yards; railroad buildings and maintenance structures;
6.2.3. Lift fracks and storage fracks;
6.2.4. Outdoor overhead cranes and gantries;
6.2.5. Petroleum bulk storage and sales;
6.2.6. Train fueling and maintenance facilities;
6.2.7. Entrance and exit gates and structures and associated security apparatus;
6.2.8. Vehicular queuing areas;
Page 7 of 16
Sec. 4.21. MIXED USE DISTRJCT-ThTERMODAL: (Version 7/12/2012)
6.2.9. Administrative offices and other buildings and strucWres customarily accessory to an intermoda!
railroad facility;
6.2.10. Cargo container, truck trailer and thick chassis loading and unloading;
6.2.11. Outdoor storage of truck chassis;
6.2.12. Short-term outdoor sturage of cargo containers and truck trailers;
6.2.13. Short-term outdoor storage of goods in transit.
6.2.16. Long-term cargo container storage,
6.2.17. Cargo container repair facilities;
6.2.18. Truck dispatch yards, including truck storage, ftieling and repair facilities;
6.2. 19. Chassis storage, dispatch and repair facilities;
6.2.20. Administrative offices, repair and stcrage buildings, entrance and exit gates, and other uses
ancillary to the foregoing Category B uses;
necessarily accessory thereto,
6.2.22. Railroad rights-of-way and all associated railroad track improvements, including but not limited to
Per pitied accessory uses and siructures.
6.2.23. Railroad rights-of-way and all associated railroad track improvements, including but not limited to
6.2.24. Governmental offices related to intermodal regulatory functions or customs, and private offices
performing such functions under governmental contract.
necessarily accessory thereto.
Restricted uses and sfructupes.
6.2.26. All Category A restricted uses and structures;
6.2.27. In the Category B area, short term and long-term semi-tractor trailer storage is permitted, and
indefinite storage of operable, licensed and registered trucks is a permitted use. Tractors, hostlers
and trucks used by the owner or occupant of transportation equipment management facilities or
interrnodal facilities, for its operations in a Category B, area shall be permitted without durational
limitations.
6.3. Category C Commercial Transitional
PermilJed principal uses and .shi,ctures.
6.3.1. Office uses,
6.3.2. Hotels and motels;
6.3.3. Restaurants, including fast-food restaurants;
6.3.4. Banks or other fmancial instiWtions with drive-up facilities and automatic teller machines (ATM);
6.3.5. Automobile and truck fueling centers and service stations. (see Section 4.2 for special design
standards);
6.3.6. Travel PIa7aR;
6.3.7. Convenience stores;
6.3.8. Government offices and facilities; private facilities under government contract usage
6.3.9. Public and quasi-public utilities including, but not limited to water wells, water treatment plants,
pumping stations, sewage treatment plants, lift stations electrical substations and facilities
necessarily accessory thereto,
6.3.10. Retailcommercialoutlets;
Page 8 of 16
Sec. 4.21. MIXED USE DISTRICT-INTERMQDAL: (Version 7/12/2012)
6.3.11.
Service establishments.
Restricted zses and sfr-uctures
6.3.12. Category C (Commercial Transitional Zone): In the Category C and Category D areas, there shall
be no semi-tractor trailer or truck storage.
6.4. Category D Residential
Permieeed principal uses and structures.
6.4.1. Single family detached units;
6.4.2. Single family attached units;
6.4.3. Multi-family units;
6.4.4. Flame occupations. (see Section 4.2.31);
6.4.5. Public or private schools (including daycare facilities);
6.4.6. Churches and other houses of worship;
6.4.7. Public buildings and facilities.
Resrriceed uses and sfr-uaures
6.4.8. Category D (Residential): In the Category C and Category D areas, there shall be no semi-tractor
trailer or truck storage.
6.5. Category B Primary Open Space:
The Piimary Open Space category includes conservation and preservation areas, buffers for
environmentally sensitive areas, pathways to facilitate bicycle and pedestrian mobility, aesthetic open
space, passive recreation, gathering places and stormwater management areas. Some Primaiy Open Space
will be open and dedicated to the public, while other PrUnary Open Space contained on private lands will
not. The Primary Open Space may be used for natural resource oriented activities, wildlife management
areas. Stormwater facilities, trails, roadways, railroad lines, and utility placement are allowed in and
through the Primaiy Open Space.
Permitted principal uses and stnictzres.
6.5.1. Storinwater facilities including ponds, lakes, drainage swales and drainage culverts,
6.5.2. Utilities (overhead and underground);
6.5.3. Wastewater treatment facilities including all related appurtenances, equipment, tanks, ponds and
spray fields,
6.5.4. Electrical substations
6.5.5. Public and private roadway crossings
6.5.6. Railroad crossin&s
6.5.7. Community gathering places;
6.5.8. Benches
6.5.9. Parking Lots
6.5.10. Playground equipment;
6.5.11. Gazebos;
6.5.12. Trail-head facilities and structures;
6.5.13. Public restrooms - comfort stations;
6.5.14. Boardwalks, observation decks and footbridges;
6.5.15. Paved and unpaved multi-purpose trails.
Page 9 of 16
7.
Site and Structure Requirements. Minimum lot requirements (area, width). All permitted and structures (unless
othrwis specified):
7.1. Minimum lot area. With the exception of the Category I) areas (see 7.11 below), no minimum lot area is
established in the MUD-I. However, lot areas shall be sufficient to meet density and dimensional
regulations.
7.2. Minimumlotwidth: Minimum lot width for all Categories except CategoryD(see 7.11 below): 150 feet.
7.3. Minimum lot depth: Minimum lot depth for all Categories except Category D(see 7.11 below): 150 feeL
7.4. Site access. Each individual lot or principal building site shall have direct vehicular access to a paved
public roilway or a private paved road.
7.5. Private Roads, Setbacks and Lot Widths: For purposes of computing minimum lot width and building
setbacks, no portion of a private easement road shall be included in such computation.
7.6. Maximum lot coverage: With the exception of Category D areas (see 7.11 below), there shall be no
maximum ot coverage hmitation in the MUD-i, subject to compliance with the landscape regu'ations and
building setbacks herein specified.
7.7. Maximum FloorArea Ratio (FAR): With the exception ofCategoiyD areas (see 7.11 below), there shall
be a maximum 0.46 FAR within any individual lot located in the MUD-I District, subject to compliance
with the landscape regulations and building setbacks herein specified. For purposes of the FAR calculation
the footprint area of onsite pole barns and open air storage buildings (under roof) shall not be considered
Floor Area and shall not be included in the square footage calculations related to the allowed build-out
maximum for the MUD-I.
7.8. Maximum building height: With the exception of Category I) areas (see 7.11 below), there shall be no
maximum building height in the MUD-I, subject to compliance with the landscape regulations and
building setbacks herein specified.
7.9. Building Setback Requirements, minimum yard requirements (depth offront and rear yarc width of side
yard).
7.9.1. Special provisions: A minimum 35-foot natural buffer shall be required from wetlands, and 50 feet
from peiennial ñvr, streams and creeks. The location of any structure (except permitted decks,
walkways and piers) shall be prohibited within these buffer areas.
7.9.2. In the Category A and Category B areas: Al! perm itted or permissible uses and structures (unless
otherwise specified):
7.9.2.1. Front and Corner Yard: not less than 40 feet, if the maximum building height is less than or
equal to 40 feet (exclusive of towers, lift equipment, HVAC and similar facilities). For
buildings with a height exceeding 40 feet, the front and corner yard setback shall be increased
by one foot for each additional two feet of building height, to a ma.xiinum of one hundred
(100) feet of setback. No less than 20 feet of the depth shall be maintained as a landscaped
area; the remainder may be used for off-street parking, but not for buildings. The depth of this
landscaped area shall be measured at right angles to property lines and shall be established
along the entire length of and contiguous to the designated property line or lines. This
landscaped area may be penetrated at right angles by dxiveways.
7.9.2.2. Interior side yard and rear yard: 20 feet except where railroad spur abuts side or rear property
line, in which case no yard is required.
Page 10 of 16
Sec. 4.2!. MIXED USE DiSTRICT -INTERMODAL: (Version 7/12/2012)
7.9.2.3. See Section 4.2 for right-of-way setback requirements.
7.9.3. In the Category C area:
7.9.3.1 Front yard and corner yard: not less than 20 feet, ifthe maximum building height is less than
or equal to 20 feet (exclusive of towers, lift equipments, HVAC and similar facilities). For
buildings with a height in excess of 20 feet, the front yard setback shall be increased by one
foot for each additional two feet of building height, to a maximum of one hundred (100) feet of
setback. No less than 10 feet of the setback depth shall be maintained as a landscaped area; the
remainder may be used for off-street parking, but not for buildings. The depth of this
landscaped area shall be measured at right angles to property lines and shall be established
along the entire length of and contiguous to the designated property line or lines. This
landscaped area may be peneated at right angles by driveways.
7.9.3.2. Interior side yard and rear yard:
10 feet.
7.10. Special Setbacks
Special Setbacks Required for Category A, B, or C areas adjacent to a Category D area, other
Residential District, Agricultural Disict or Residential Use: Where any Category A, B or C area
required yard abuts an existing Category D area, existing residential zoning district, existing
agricultural zoning disict or a residential use existthg on the date of the approval of the
Preliminary Development Plan., the following building setbacks shall apply to the Category A, B
or C area yard:
7.10.2. For buildings having an overall height of 40 feet or less (exclusive of towers and permissible
rooftop mechanical equipment), the building setback shall be 50 feet from such adjacent lot line.
7.10.3. For buildings having an overall height of more than 40 feet (exclusive of towers and permissible
rooftop mechanical equipment), the building setback from such adjacent lot line shall be 50 feet
plus one additional foot for each two feet of overall building height in excess of 40 feet.
7.10.1.
7.11. In the Category D area:
7.11.1.
Maximum residential densi(y Residential density shall not exceed 4 dwelling units per acre based
on gross residential acreage of the overall area of Category D in the MUD-I.
7.11.2. Minimum lot requirements (area, width):
7.11.2.1.
All permitted single family residential uses and structures:
Minimum lot area:
7,500 sf
75 feet
Minimum lot width:
7.11.2.2.
All permitted multiple family development:
Minimum site area:
16,335 sf
Minimum site width: 80 feet
7.11.2.3.
All permitted non-residential uses and structures:
Minimum lot area:
None
Minimum lot width:
None
Page 11 ofl6
Sect
7.11.3.
4.21. MIXED USE DISTRICT -INTERMODAL: (Version 7/12/2012)
Minimum yard requirements (see Section 4. 2for right-of-way setback requirements).
7.11.3.1.
All permitted single family residential uses:
Front: 20 feet
Side: 7.5 feet each side
Rear: 15 feet
7.11.3.2.
All permitted multifamily residential uses (to be applied to side perimeter):
Front: 20 feet
Side: 15 feet
Rear: 20 feet
7.11.3.3.
For all permitted non-residential uses:
Front: 20 feet
Side: None, except where a side yard is provided, then a side yard of at least 5 feet must
be provided
Rear: 15 feet
7.11.4.
Maximum Height ofSfruc(ures:
No portion ofa structure shall exceed;
For single family attached and detached:
For multifamily
For non-residential;
feet
60 feet
60 feet
35
7.11.5. Maximum ot coverage by all buildings:
In addition to meeting the required lot yard, building heig11 landscaped buffering, and off-street
parking requirements of this Section 4.21, no structure shall exceed a 1.0 floor area ratio.
7.11.6.
Accessory Siructures. Accessory structures shall comply with the same building setbacks as
principal strucLures.
7.12. In the Category E area:
7.12.1. Minimum lot area:
None
7.12.2. Minimum ?otwidth:
None
7.12.3. Maximum height ofsfructures. 35 feet
7.12.4. Accessory srrucnires. AccessoTy structures shall be setback a mminium of 50 feet from any parc&L
boundary.
8.
Off-SLreet Parking and Loading Requirements for Automobiles, Trucks and Truck-Trailers: The rovisions of
Sction 4.2 shall not apply within the Category A or Category B areas in an MUD-I, but shall apply to the
Category C, Category D, and Category E areas in the MUD-I.
8.1. Street Staging Prohibition: In all areas of the MUD-I, the use of public or private streets for the regular
staging of trucks or tractor trailers is not permitted.
8.2. Off-sLreet automobile parking requirements;
Page 12 of 16
Sec. 4.21. MIXED WE DISTRICT -INTERMODAL: (Version 7/12/2012)
8.2.1. In the Category A area there shall be provided the greater of one (1) space for each 5OOO square feet
of gross floor area of the principal structure or two (2) spaces for each three (3) employees on the
shift with the greatest number of employees.
8.2.2. In the Category B areas, there shall be provided two (2) spaces for each three (3) employees on the
shift with the greatest number of employees.
8.2.3. In the Category C and D areas, parking requirements shall conform to Section 4.2.
Private Roads Authorized: The approved MUD-I Final Development Plan may provide for certain roa1ways
within the MUD-I to be privately owned and maintained and not dedicated to the County. Private roadways
within an M1JD-I may have restricted access or other limitations imposed and regulated by the land owner.
Private roads shall be paved to County standards.
Cargo Container Regulations:
10.1. Allowable Categories
Cargo container storage shall be limited to the Category A and Category B areas. Short term cargo
container storage is permitted in Category A and Category B areas. Long-term cargo container storage is
only permitted in a Category B area.
10.2. Hazardous Materials Placards
Cargo containers affixed with h&7rdous materials placards shall be handled, stored and stacked in
compliance with the Federal Hazardous Materials Transportation Act of 1975, as amended from time to
time (HTMA), and all applicable regulations issued pursuant to HMTA.
10.3. Restrictions on Modifications
Cargo containers shall not be modified or retrofitted for any on-site habitation or other use other than for
the shipment of goods in transit; except that within an intermodal rail facility in a Category B area, up to 30
cargo containers may be used as storage units for equipment, replacement parts, air compressors and
similar on-site property, and shall not be subject to durational limitations.
10.4. Cargo Container Setback Requirements
Cargo containers shall not be stored within a Restricted Area immediately adjacent to intersectrion of a
public or private entrance or intersection onto a public road. Such Restricted Areas shall measure 100
feet in width centered about the entranceway and 150 feet in depth measured from the public right-of-way.
10.5. Cargo Container Stacking Height Limitations and Setbacks
In Category B areas, short-term cargo container storage and stacking (not to exceed six (6) units high)
shall be permitted in and adjacent to lift-Liijck areas of an intermodal rail yard. provided that such 6-high
staeking shall not occur within 250 feet of the inside face of a required perimeter buffer as set forth in the
MUD-I Preliminary Development Plan. Otherwise within Category B areas, short-term cargo container
storage and staekirig (not to exceed three (3) units high) shall be permitted, provided that such 3-high
stacking shall not occur within 70 feet of the inside face of the required perimeter buffer as set forth in the
MUD-I Preliminary Development Plan.
10.6. In Category B areas, long-term cargo container storage and stacking (not to exceed five (5) units high)
shall be permitted, provided that such 5-high stacking shall not occur within 200 feet of the inside face of
the required perimeter buffer as set forth in the MUD-I Preliminary Development Plan. Long-term cargo
container storage and stacking (not to exceed three (3) units high) shall be permitted, provided that such 3high stacking shall not occur within 70 feet of the inside face of the required perimeter buffers as set forth
in the Preliminary Development Plan.
Page 13 of 16
Sec. 4.21. MIXED USE DISTRICT-ThJTERMODAL: (Version 7/12/20 12)
10.7. Container Grouping Requirements
Cargo containers may not be grouped more than LwO-deep end-to-end, and such two-deep groupings shall
he separated by drive aisles of not less than 30 feet in width.
10.8. Paved Vehicle Use Areas Required
In Category B areas, all on-road vehicles entering or exiting a cargo container storage yard shall he
restricted to paved surfaces only. Each sto1ge yard shall require sufficient constructed and maintained
paved areas allowing all on-road vehicles to enter, exiL, load, off-load and maneuver remaining at all Limes
on paved surfaces within the storage facility. Other active use areas within the remainder of the cargo
container storage areas in Category B areas shall be paved or surfaced and maintained with not less than
12 inches of dust-retardant, all weather, compacthd gravel material.
10.9. Signage Prohibitions
No removable fastefled signage shall be displayed on any cargo container, with the exception of
standardized safety or warning information placards (including hazardous materials placards used in
compliance with the I-rMTA and all applicable regulations pursuant to the HMTA).
Secured Doors
All cargo containers and truck trailer containers visible to public rights-of-way shall be stored in a secure
fashion with doors that are fully closed.
10.10.
11. Parking Field Land Banking in all Categories - Reservation of Onsite Area for Future Parking Needs: Parking
Field "Land-banking" for code required automobile parking spaces is encouraged in the MUD-I in order to
maximize pervious site areas while accommodating land reservation for required on-site parking requirements
which may change in the future depending on changing site and building uses over time. Parking Field "landbanking" land reservations if proposed shall be identified as a part of the Site Development Plan for a lot or
parcel. The Site Development Plan submiLtal shall provide:
11.1. the number of total parking spaces normally required under this sub-section 7 of this Section 4.21;
1
.2. the estimated reduced number of parking spaces reasonably anticipated to be necessary to provide ample
onsite automobile parking, along with ajustification for the reduction from the required spaces based on
specific project circumstances and needs;
11.3. the number of resulting parking field "land-banked" parking spaces;
The parking field land-bank designation on the Site Development Plan shall include a geometric plan within the
lot or parcel indicating parking spaces which shall be constructed by the property owner at such Lime that a
change in parking demands for the use are encountered;
As a condition of the Site Development Plan Approval, the lot or parcel owner shall construct the parking field
"land-hanked" parking spaces within a reasonable time after notification by the County Zoning Official.
There shall be developed appropriate mechanisms for the enforcement of such obligations by the County
Zoning Official against the owner and property for non-compliance with this provision.
The parking field "land-banking" condition shall be recorded against the particular lot or parcel covered by
such condition.
For Category B areas, at the time of installation, parking field "Land-banked" parking areas shall be
landscaped in the same manner as front yards as outlined in Section 4.2.
The landscape parking area requirements of Section 4.2 shall be applicable to parking field 'Land-banked"
parking areas within the Category A, Category C, Category D and Category E areas at the Lime of parking
area installation.
Page 14 of 16
Sec. 4.21. MIXED USE DISTRICT -INTERMOT)AL: (Version 7/12/2012)
12. Supplemental MUD-I Parking Area and Landscape Requirements:
12.1. Landscape Plan Approval Required: A landscape plan meeting the requirements of this sub-section shall
be submitted, reviewed and approved in accordance with Section 14.13 for each individual parcel wtthin
the MUD-I. The landscape plan shall contain final plans and specifications for buffers, setbacks, green
space, landscaping and required yards.
12.2.Automobile Parking Area Dimension Requirements:
12.2.1.
Off-street automobile parking areas shall be paved in accordance with County regulations.
12.2.2.
Required automobile parking stalls shall have dimensions of not less than nine (9) feet by 18 feet
for 90-degree parking lot designs. For angled parking, dimensions shall be in accordance with the
Institute of Transportation Engineer's requirements.
12.2.3.
Drive aisles in automobile parking areas shall have a minimum width of 24 feet for two-way
traffic flow. For drive aisles associated with angled parking, dimensions shall be in compliance
with the Instiwte of Transportation Engineer's requirements.
12.3. Parking Area Landscape Requirements:
12.3.1.
Automobile parking areas within the Category B areas shall not be required to have curbed or
otherwise landscaped islands and shall not have requirements for perimeter or landscaping.
12.3.2.
All automobile parking areas within the Category A, C, D and E areas shall be landscaped in
accordance with the following:
12.3.2.1.
Required Parking Lot Islands: Curbed, landscaped islands shall be provided at the end of
each parking row intended for automobiles. A maximum of twenty (20) adjacent parking
spaces shall be located in a single parking row for automobile parking without a
landscaped island.
12.3.2.2.
Required Parking Lot Islands and medians shall be minimum of eight (8) feet in width as
measured from the back of curb to back of curb.
12.3.2.3.
Perimeters of parking areas shall be landscaped to a minimum depth often (10) feet from
back of curb.
12.3.2.4.
Eaeh Required Parking Lot Island shall be improved with landscaping and one(l)lree
which shall, at the time of planting, be 6 feet high with a 2" diameter at breast height
(DBH).
12.3.2.5.
Adjacent to drive-aisles, the ground cover shall be maintained/mowed between ten (10)
feet from edge of pavement.
12.4. Landscape Requirements for Yaixfs (non-residential uses):
12.4.1.
For linear yard frontage, greater than 1,000 feet in length, Iree and shrub groupings shall be
randomly incorporated every 300 feet on average. Groupings shall be spaced greater than 100 feet
apart.
Page 15 of 16
Sec. 4.21. MIXED USE DISTRICT-INTERMODAL: (Version 711212012)
12.4.2. For linear yard frontage, less than 1000 feet in length, a minimum of3 groupings shall be
provided. A grouping, whether comprised of trees or shrubs, shall Consist of a minimum of three
large trees (2" DBH) and five shnib plants (1 gallon).
12.5. Building Foundation Plantings (non-residential uses);
Landscape areas within 20 feet of building foundation shall be landscaped in one of the following
manners:
12.5.1.
Option 1:
When native landscaping is elected for use within areas adjacent to building
foundations, short gras&'small area plantings and slu'ubs shall be used. "Native landscaping" shall
mean landscaping pursuant to the Florida-Friendly Landscaping Program.
12.5.2.
Option 2:
Non-native standards may be used which consist of traditional small tree and shrub
species. When this non-native application is used along the sheet facing elevation of a building,
hrees and shrubs shall be provided in planned clusters in accordance with the following
requirements: For every one hundred feet of front building façaie (excluding areas of ingress and
egress) a minimum of one small ee (1" DBH), five large tees (2"DBH) , and ten small shrubs (1
gallon) shall be provided.
12.6. Storm Water Management Area Plantings:
The side slope areas of detention and retention basins shall be appropriately landscaped. The area
of the shallow safety shelf and areas consisting of wet bottoms in detention nd retention basins
shall be landscaped with appropriate landscape materials.
Page 16 of 16
North Florida Intermodal Park
REZONING AND
PRELIMINARY DEVELOPMENT PLAN
SUBMITTAL
for
a 2622 acre mixed-use industrial park
developed by
Plum Creek
Growing Value from ExceptonaI Resotirce
located in
Columbia County, Florida
July 23, 2012
Prepared by Moore Bass Consulting - July 2012
CONTACTS
Todd Powell
turn Creek
Todd. Powell@ plu mcreek.com
Growing Value from .wepTionai Reiource
Plum Creek
P.O. Box 357700
Allison Meg rath, AICP
Gainesville, FL 32635-7700
[email protected]
(352) 333-3733
Moore Bass Consulting, Inc.
CONSULTING
Richard Moore, P.E.
805 North Gadsden Street
[email protected]
Tallahassee, FL 32303
(850) 222-5678
'in
ID Bradley Land Surveyors
BKADLEy
i DSvR
'
() R
Rickyienkins,PLS
[email protected]
5773 Normandy Blvd.
Jacksonville, FL 32205
(904)786-6400
Breedlove, Dennis & Assoc., Inc.
BDA
strnu,v; i*w.i
C
Tom H. Logan
1167 Green Hill Trace
[email protected]
Tallahassee, FL 32317
(850) 942-1631
Prepared by Moore Bass Consulting -July 2012
2
TABLE OF CONTENTS
Introduction
Contacts
2
Table of Contents
3
Proposed Review Timeline
4
Statement of Objectives
5
Rezoning Application
8
Land Development Regulations Amendment Applhation
8-1
Letter of Authorization
8-4
Attachment A - Mixed Use District - Intermodal Legal Description
8-5
Attachment B- CSV District Legal Descriptions
8-11
Vicinity Maps
9
Vicinity Map Showing Surrounding Streets
9-1
Vicinity Map Showing Adjacent Land Use and Zoning
9-2
Land Development Regulations
10
Section 4.21 - Mixed Use District - Intermodal (MUD-I)
10-1
Section 4.3 -"CS V' Conservation
10-16
Preliminary Plans
Preliminary Development Plan
11-1
Preliminary Utility Service Plan
11-2
Site Analysis Maps
12
Site Analysis Map Showing Existing Topography
12-1
Site Analysis Map Showing Existing Floodplain
12-2
Site Analysis Map Showing [xisting Wetlands
12-3
Site Analysis Map Showing Existing Soils Data
12-4
Site Analysis Map Showing Existing Aerial Photo
12-5
Boundary Survey
13
Copies of Deeds
14
Prepared by Moore 6as Consulting -Ju'y 7012
3
PROPOSED REVIEW TIMELINE
Rezoning and Preliminary Development Plan Submittal
July 23, 2012
Planning and Zoning Board Workshop
July 26, 2012
Planning and Zoning Board Public Hearing
August 23, 2012
Board of County Commissioners Public Hearing
September 20, 2012
Brian Kepner, County Planner
Columbia County Planning and Zoning Department
135 NE Hernando Ave
P.O. Box 1529
Lake City, FL 32056-1529
(386) 758-1008
4
STATEMENT OF OBJECTIVES
PROJECT OVERVIEW
PROJECT LOCATION
The North Florida Intermodal Park project is a parcel of land located on the eastern edge of Columbia County, Florida, The project
is more specifically located south of U.S. Highway 90 between the Lake City Regional Airport on the west and Columbia County
Correctional facility on the east. The overall project consists of approximately 2,622 acres, which includes a 500 acre RACEC (Rural
Area of Critical Economic Concern) Catalyst Site. The property is owned by Plum Creek and has been in silvicultural use for all of the
last century and this use continues on the land today. The vicinity maps (Exhibits 9-1 and 9-2) show the location of the entire North
Florida Intermodal Park Project and graphically demonstrates the relationship of the area subject to rezoning to surrounding land uses
and zoning districts.
GENERAL PURPOSE OF THE PROPOSED DEVELOPMENT
Plum Creek is invested in Florida's future, and committed to the long-term success of this community. In Columbia County, Plum
Creek's commitment prompted a partnership with local and state economic development leaders working to translate a global event
into investment and jobs forthe North Florida Intermodal Park project.
Recognizing that expansion of the Panama Canal will greatly increase the flow of international goods through Florida, the Columbia
County Economic Development Department, Enterprise Florida, the Florida Ports Council and the Governor's Office of Tourism, Trade
and Economic Development collaborated to position Columbia County as an inland port to handle freight coming in through the Port
of Jacksonville.
For an inland port, the ability to move freight efficiently between trains and trucks is vital and the North Florida Intermodal Park
project is positioned to serve this need. Proximity to the 1-10/1-75 corridor, combined with proximity to rail service, positions the
property owned by Plum Creek in Columbia County to serve as a gateway for freight transit to points in all directions.
The State designated a 500 acre portion of the project as a RACEC Catalyst Site with a goal of creating jobs that will benefit a
14-county region. Columbia County Commissioners adopted a comprehensive plan amendment (CPA-07-1) to designate the site as
a Mixed Use District, which until then had not existed in Columbia County. This land use designation provided an opportunity for a
sustainable development within the County. This rezoning and preliminary development plan application are consistent with the
adopted comprehensive plan amendment and provide the next level of detail required in the regulatory process.
THE GENERAL CHARACTER OF THE PROPOSED DEVELOPMENT
From the beginning of the planning process, the project team and the owners recognized that the North Florida Intermodal Park
project is an ideal tract of land for the development of regional logistics, industrial, manufacturing and distribution centers.
Several attributes and criteria were evaluated in this process, which included the evaluation of the following site components:
The site is under private ownership.
The site does not lie within sensitive areas that the Florida Department of Environmental Protection designated on the
Florida Aquifer Vulnerability Map.
The site area exceeds 500 acres in size.
The site is located within 1 mile of an existing railroad, which provides economic viability for rail service.
S
liii mCreek
5.
The site was determined to meet FDOT and CSX engineering requirements for rail spur suitability.
With these considerations in mind, the first step in the planning process was to establish design principles that would guide the project
team through preparation of the Master Plan. Several design principles were established forthis purpose and they include:
Embrace and protectthe adjacent properties and land uses.
Enhance connectivity to existing adjacent roadway networks
Create a diversity of land uses and development site options, keeping in harmony with the previously approved Mixed Use
designation of the Comprehensive Plan.
Conserve and utilize natural features of the site including wetlands, upland vegetation, water courses and floodplains.
Integrate natural and built environments to create a comprehensive stormwater management strategy for the entire project.
Coordinate with local government agencies regarding the extension of vital utility components to serve the project.
Design an efficient and functional development plan that offers varieties of transportation opportunities for a wide variety of
end-users.
These design principles have served to guide the team in designing the primary building blocks of the master plan. In addition, the
design principles were augmented by input provided through a series of regular and frequent meetings involving various stakeholders
throughout the community and region, including the input of many State agencies.
PROPOSED LAND USE DESCRIPTIONS
The Preliminary Development Plan (Exhibit 11-1) depicts 6 separate land use categories. Within the MUD-I, there are 5 (five) land use
categories (Categories A - E). These categories are identified below and are subject to the requirements of Section 4,21 Mixed Use District -
Intermodal (MUD-I) as adopted by the Columbia County Board of Commissioners (Exhibit 10-1). In addition, 194 acres of the project have
been designated CSV (conservation) in accordance with the Columbia County Comprehensive Plan. These areas are proposed to be zoned
to CSV Conservation, in accordance with Section 4.3 of the Columbia County Zoning Regulations.
Category A - Industrial Park
Category B - IntermodalTerminal !Transportation Equipment
Category C - CommercialTransitional
Category D - Residential
Category E - Primary Open Space
CSV
- Conservation
PRIMARY OPEN SPACE / PRESERVATION AREAS
A network of primary open space areas have been shown on the preliminary development plan. These areas have been planned around
environmentally sensitive features, which consist of upland, flood prone and wetland areas.
TRANSPORTATION
Primary access to the site is U.S. Highway 90, which is currently a 2-lane paved highway located north of the project. The subject property
includes approximately 3 miles offrontage along U.S. Highway 90. The preliminary development plan shows 5 proposed points of
roadway access to U.S. Highway 90. One of those points of access to U.S Highway 90 is Tyre Road, an existing, county maintained, dirt
road located within a 40' prescriptive easement! right-of-way. Tyre Road generally traverses north and south through the site from its
intersection with U.S. Highway 90 to the property's southern boundary line.
6
The Preliminary Development Plan shows the planned on-site primary roadways within the project, a major roadway connection to
U.S. Highway 90 and a future east! west connection to Timberwolf Avenue, which currently serves as the primary access to Gateway
Community College and the Lake City Gateway Airport (west of the site). All public road and railroad rights of way will be maintained by
Columbia County.
The Preliminary Development Plan also shows alternatives for the extension of rail into the property from the existing CSX Railroad,
located north of U.S. Highway 90. Final selection of the rail alignment will be determined based on right-of-way! easement acquisition.
STORM WAT ER
The subj&t property is located at the upper limit of the West Olustee Creek drainage basin. The stormwater management plans for
the project will address several aspects of stormwater run-off, providing not only attenuation but also stormwatertreatmentfrom the
developed portions of the property. Stormwater management will be provided in a combination of natural and man-made stormwater
managementfacilities located within the primary open space areas of the project. On-site roads will include swale and culvert systems
designed to convey stormwater run-off to these facilities.
UTILITIES (WATER AND SEWER)
Water:
Potable water service is available to the site by an existing water main located along the northern boundary of the project
(along U.S. Highway 90). As development progresses, extensions of the City's water system, including a proposed 12"diameter main,
looped to the City's water system will be construted within the project.
Sewer:
Central sanitary sewer service will be utilized by the project. Initial phases of construction will access the existing public sewer
system located adjacent to U.S. Highway 90 in front of the Lake City Gateway Airport. As development progresses, sewer service will be
provided by a new on-site wastewater treatment plant.
7
Rezoning Application
8-1
Application Form
Letter of Authorization
8-5 Attachment A - MUD-I Legal Description
8-11 Attachment B - CSV District Legal Descriptions
8-4
Note: Copies of property deeds are provided in Section 14 of this document
8
Application #
COLUMBIA COUNTY
LAND DEVELOPMENT REGULATIONS AMENDMENT
APPLICATION
Name of Applicant(s):
Address:
City:
PLUM CREEK LAND COMPANY
POST OFFICE BOX 357700
GAINESVILLE
Telephone:
(352)
State:
333-3733
Zip Code: 32635-7700
FL
FAX: (352)
3-3977
E-mail address (optional) ALLISON . MEGRATH@PLUMCREEK. COM
PLEASE NOTE: Florida has a very broad public records law. Most written communications to or from
government officials regarding government business are public records available to the public and media
upon request. Your c-mail address and communications may be subject to public disclosure.
holder(s) addressed to the Land Development Regulations Administrator must be attached.
RI(HARD A. MOORE,P.E,
Name of Applicant's Agent (if applicable): MOORE BASS CONSULTING
Address: 805 NORTH GADSDEN STREET
City;
TALLAHASSEE
Telephone: (aso) 777-c7R
State: FL
FAX: (85(
Zip Code: 32303
681-2349
E-mail address (optional) RMOORE@MOOREBASS COM
PLEASE NOTE: Florida has a very broad public records law. Most written communications to or from
government officials regarding government business are public records available to the public and media
upon request. Your e-mail address and communications may be subject to public disclosure.
INSTRUCTIONS:
Please complete Part I for proposed zoning changes to the Official Zoning Atlas.
For changes to the text of the Land Development Regulations (LDR's). which do not require an
Official Zoning Atlas amendment, please complete Part 11 of this application.
Page lof3
8-1
APPLICATION FOR AMENDMENT
OF THE LAND DEVELOPMENT REGULATIONS
PART I
Legal Description (Include Copy of Deed): FOR MUD-I PLEASE SEE ATTACHMENT "A"
LEGAL DESCRIPTION;FOR CSV DISTRICT PLEASE SEE ATTACHMENT "B'
LEGAL DESCRIPTION. SEE SECTION 14 FOR DEEDS
III:
-III
S..
- :- S
-1
34-3S-18-10339-004
;
05-4S-18-10347-000;04-45-18-10346-000
TaxParcellD#:
03-4S-18-10345- 001
Total acreage of land to be considered under this application: 2633 ACRES
MIXED USE DISTRICT- INTERMODAL
Zoning District: (MUD - I)
Zoning District:
CONSERVATION (CSV)
A-i
Present:
Requested:
Future Land Use Plan Map Category: MIXED USE DISTRICT AND CSV
Present Use: AGRICULTURAL
(commttcial, industrial, rusidenlial, agricultural, vacant, etc.)
Land Use Amendment, Yes X No
Land Use Amendment Application No. CPA - 07-1
Land Development Regulations (Zoning) Amendment, Yes
No X
Land Development Regulations (Zoning) Amendment, Application No. Z PART H
For amendments to the text of the Land Development Regulations, please provide in the space
provided below (or on separate pages to be attached and made a part herewith) the text of the
proposed amendment.
Page 2 of 3
05/08
8-2
PlumCr
APPLICATION FOR AMENDMENT
OP THE LAND DEVELOPMENT REGULATiONS
The Columbia County Land Development regulations require that a sign must be posted on the
property ten (10) days prior to the Planning and Zoning Board hearing date. Once a sign has
been posted, it is the property owner's responsibility to notify the Planning and Zoning
Department if the sign has been moved, removed from the property, torn down, defaced or
otherwise disturbed so the property can be reposted. if the property is not properly posted until
all public hearings before the Planning and Zoning Board, the Board reserves the right to
continue such public hearing until such tune as the property can be property posted for the
required period of time.
APPLICANT ACKNOWELDGES THAT THE APPLICANT OR AGENT MUST BE PESENT AT THE
PUBLIC HEARING BEFORE THE PLANNiNG AND ZONING BOARD, AS ADOPTED IN THE
BOARDS RULES AND PROCEDURES. OTHERWISE THE REQUEST MAYBE CONTINUED TO A
FUTURE HEARING DATE.
I hereby certify that all of the above statements and statements contained in any documents
Applicant/Agent Name (Type or Print)
Ap icant/Agen igna rare
Date
FOR OFFICE USE ONLY
Date Filed:
Application No:
Fee Amount:
$1,250.00
Receipt No.
Date of Planning and Zoning Board Public Hearing:
Date of Local Planning Agency Public Hearing: Planning and Zoning Board acting as L.P.A.
Newspaper:
Date(s) of Board of County Commissioners Public Hearing(s): (1)
(2)
Date(s) notice published:
(2)
(1)
Newspaper:
Date Notice of Enactment of Ordinance published:
Board of County Commissioners decision:
(GrantedlDern)
Page.3 of.3
05/08
8-3
Plum Cre4 Tur,t,cr Cnp,iy. ln.
P.O. Rox 351700
C3lnmvillc. FL 32035 1700
Tkphonc: 352-333-3)
Eax. 3S2-333.3977
Plum Creek
July 16, 2012
Mr. Brian Kepner, County Planner
Columbia County Zoning Department
135 NE Hernando Avenue
Suite B-21
Lake City FL 32055
Applicant's Agent, Land Development Regulations Amendment Application
RE:
Dear Mr. Kepner,
Please accept this letter as our notification that we have given Mr. Richard Moore, P.E., of Moore Bass
Consulting, Inc., permission to act as "Applicant's Agent" on behalf of Plum Creek Land Company for the
Land Development Regulations Amendments Applications related to our property in Columbia County
on U.S. Highway 90 to amend the text of the Land Development Code and to change the zoning of our
property on the Official Zoning Atlas.
Please do not hesitate to contact me or Allison Megrath at (352) 333-3733 should you have any
questions regarding the above.
Regards,
jo
Todd W. Powell
Senior Director of Real Estate
Cc
Richard A. Moore, P.E.
Piepaied by Moore Bass Consulting -July 2012
8-4
ATTACHMENT "A"
MIXED USE DISTRICT INTERMODAL
(MUD-I)
LEGAL DESCRIPTION
8-5
2III.4
MUD-I Legal Desuiption
1 of 5
Description:
Township 3 South, Range 18 East:
Entire Tax Parcel Number: 31-3S-18-10332-000
Section 31:
The East 309 feet of the W1/2 of the NWI/4 lying South of US Hwy 90 The EI/2 of the
NWI/4 lying South of US Hwy 90
S1/2 of the NE1/4 lying South of US Hwy 90
The S1/2 Less and Except the following two parcels of land:
Land owned by the City of Lake City as described in OR Book 682, page 242 and
Land owned by Suwannee River \Vater Management District as described in OR
Book 927, page 581
Section 32:
That portion lying South of US Hwy 90, Less and Except a 19.5 acre parcel in the SW
Corner as described in OR Book 927, page 581.
Section 33:
Entire Tax Parcel Number: 33-3S-18-l0337-000
All lying South of US Hwy 90; Less and Except approximately 13 acres as described in
OR Book 815, page 1299 and Less and Except 20 acres as described in OR Book 843,
page 753.
Section 34:
Portion of Tax Parcel Number: 34-3S-18-10339-000
The West 2000 feet Less and Except the following tracts of land;
OR Book 815, page 1299
Portion of Tax Parcel Number: 03-4S-18-l0345-000
Section 3:
The west 2000 feet
Section 4:
All
Section 5:
All; Less and Except the \Vest 862.90 feet and the W1/2 of the SE1/4.
All the above being more particularly described as follows:
A parcel of land lying arid being in Sections 31, 32, 33, and 34, Township 3 South. Range 18 East and Sections
3, 4, and 5, Township 4 South, Range 18 East, All Lying South of US Highway 90. Columbia County Flonda,
being described as follows:
Begin at the Southeast Corner of Section 5, Township 4 South. Range 18 East. Columbia County Florida and
runS 88'43'48" W, along the South Line of said Section 5, a distance of 131963 feet, to the Southeast corner
of a parcel of land as described in Official Records Book 1117 Page 2348 of the Public Records of Columbia
County, Florida, thence departing said South line and on the East line of said Official Records Book 1117 Page
8-6
-__
PiumCreek
MUD-I Legal Description
2ofS
2348, N 0000208 E, along said East Line a distance of 2662.13 feet to the Northeast corner of said Official
Records Book 1117 Page 2348; thence departing said East line and on the North line of said Official Records
Book 1117 Page 2348, S 88°44'40" W, along said North Line a distance of 1316.23 feet to the Northwest corner
of said Official Records Book 1117 Page 2348, thence departing said North line and on the West line of said
Official Records Book 1117 Page 2348, 5 O0°08'27" W, along said West Line a distance of 2662.58 feet to the
Southwest corner of said Official Records Book 1117 Page 2348, said point also being on the South line of said
Section 5, Township 4 South, Range 18 East, thence departing said West line and on said South line of
Section 5, S 8845'59" W, along the South Line of said Section 5, a distance of 1774.41 feet to the Southeast
corner of a parcel of land as descnbed in Official Records Book 927 Page 581 of the Public Records of
Columbia County, Florida, thence departing said South line and on the East line of said Official Records Book
927 Page 581, N 00°58'35" W, along said East Line a distance of 6415.92 feet to the Northeast corner of said
Official Records Book 927 Page 581, thence departing said East line and on the North line of said Official
Records Book 927 Page 581, S 8901'28" W, along said North Line a distance of 5408 85 feet to the Northwest
corner of said Official Records Book 927 Page 581, said point also being the Northeast corner of a parcel of
land as described in Official Records Book 687 Page 242 of the Public Records of Columbia County. Florida:
thence departing said North line and on the Northerly line of said Official Records Book 687 Page 242, N
80°44'12" W, along said Northerly Line of said Official Records Book 687 Page 242 a distance of 762.42 feet to
the West line of Section 31, Township 3 South, Range 18 East, Columbia County Florida, thence departing said
Northerly line and on the West line of said Section 31, N 00°32'21' W, along said West Line a distance of
1397 55 feet to the Southwest corner of the Northwest 1/4 of said Section 31; thence departing said West line
and on the South line of said Northwest 1/4, N 88°51'32" E. along said South line of the Northwest 1/4 a
distance of 1053 94 feet to the Southeast corner of a parcel of land as described in Official Records Book 618
Page 693, thence departing said South line and on the West line of said Official Records Book 618 Page 693, N
011 141" W, along said West Line a distance of 538.51 feet to the Southerly Right of way line of US Highway
90 (per State Road Department Right of Way Map, Section 2901, Project 24, Operating No. 3057, Variable
Width Right of Way); thence departing said West line and on the Southerly Right of way line of US Highway 90,
N 89°20'02" E along said Southerly Right of way line a distance of 4895 90 feet to the beginning of a curve
concave Northwest having a Radius of 3872.70 feet and a central angle of 12°38'26": thence continue on said
Southerly Right of Way line and on the arc of said curve, a distance of 85439 feet, said arc being subtended by
a chord which bears N 83°00'49" E, a distance of 852.66 feet to the curves end thence N 764 136" E continue
along said Southerly Right of way line of US Highway 90 a distance of 8321 41 feet: thence N 76°39'06" E
continue along said Southerly Right of way line a distance of 58.98 feet to the Northwest corner of a parcel of
land as described in Official Records Book 815 Page 1299 of the Public Records of Columbia County, Florida,
thence departing said Southerly Right of way line of US Highway 90 and on the West line of said Official
Records Book 815 Page 1299, said line also being the West line of Official Records Book 844 Page 1596 of the
Public Records of Columbia County, Florida, S 0133'50' E, along said West Lines of said Official Records
Book 815 Page 1299, and Official Records Book 844 Page 1596 a distance of 3154 68 feet to the Southwest
corner of said Official Records Book 844 Page 1596, thence departing said west lines and on the South line of
said Official Records Book 844 Page 1596, N 8827'22" E, along said South Line of Official Records Book 844
Page 1596, said line also being the South line of Official Records Book 927 Page 581 of the Public Records of
Columbia County, Florida, a distance of 2451.87 feet, thence S 0118'49" E, a distance of 1944.36 feet to a
point on the South line of Section 34, Township 3 South, Range 18 East, Columbia county Florida, said point
also being on the North line of Section 3, Township 4 South, Range 18 East, Columbia county Florida, thence S
0042'24" W, a distance of 529831 feet to a point on the South line of said Section 3, Township 4 South. Range
18 East, thence S 88°09'59" W, a distance of 2000 00 feet to the Southwest corner of said Section 3, said point
also being the Southeast corner of Section 4, Township 4 South, Range 18 East, Columbia County Florida,
thence departing said South line of said Section 3, S 8839'34" W, along the South Line of Section 4 a distance
of 5272.22 feet to the Point of Beginning.
Less and Except
Conservation Area "A"
A parcel of land lying and being in Sections 4 and 5, Township 4 South, Range 18 East. Columbia
County, Florida, being described as follows:
Prepaied by Mooie Bass Consulting -July2012
8-7
3 of 5
Commence at the Southwest corner of Section 4, Township 4 South, Range 18 East, Columbia
County, Florida, thence on the South line of said Section 4, N 89°39'34" E, a distance of 102.59 feet
to the Point of Beginning, thence departing said South line, N 49° 1302" W, a distance of 123 11 feet;
thence N 42°28'll" W a distance of 246.18 feet; thence N 57°44'23" W, a distance of 209.44 feet;
thence N 49°40'll" W, a distance of 181.29 feet; thence N 49°29'07" W, a distance of 12903 feet;
thence N 43°15'20" W a distance of 150.65 feet; thence N 10°30'lg" W a distance of 114.16 feet;
thence N 23°00'58" E, a distance of 124.27 feet; thence N 65°02'33" E, a distance of 99 15 feet;
thence N 78°46'43" E, a distance of 105.59 feet; thence N 88°14'28" E a distance of 134.53 feet;
thence S 75°03'35" E, a distance of 135 93 feet; thence S 37°17'48" E a distance of 149.33 feet;
thence S 29°39'22" E, a distance of 166.95 feet; thence S 30°29'56" E. a distance of 153.43 feet;
thence S 46°45'32" E a distance of 110.47 feet; thence S 53°53'02" E, a distance of 197.92 feet;
thence S 4.4°38'17" E, a distance of 82.91 feet; thence S 73°52'49" E a distance of 141.36 feet;
thence S 70°23'18" E a distance of 101.29 feet; thence S 43°30'47" E, a distance of 284.07 feet to a
point on aforesaid South line of Section 4; thence on said South line, S 89°39'34" W, a distance of
687.54 feet to the Point of Beginning.
Conservation Area "B"
A parcel of land lying and being in Section 32, Township 3 South, Range 18 East and a parcel of land
lying and being in Section 5, Township 4 South, Range 18 East, all being in Columbia County,
Florida, being described as follows:
County, Florida; thence on the West line of said Section 32, N 00°2536" W, a distance of 1097.67
feet to a point on the North line of those lands described in Official Record Book 927, Page 581 of the
Public Records of Columbia County, Florida; thence departing said West line and on said North line
of lands described in Official Record Book 927, Page 581, N 89°01'28" E, a distance of 378.18 feet to
the Point of Beginning, thence departing said North line, N 11°56'51" E, a distance of 141.39 feet;
thence N 21°40'lO" E a distance of 141.89 feet; thence N 56°02'41" E a distance of 138.46 feet;
thence N 80°44'41" E, a distance of 166.33 feet; thence N 88°14'26" E a distance of 138.87 feet;
thence S 55°25'57" E, a distance of 183.15 feet; thence S 41°22'12" E, a distance of 163.36 feet;
thence S 25°51'42" E, a distance of 180.66 feet; thence S 14°59'Sg" E, a distance of 151.58 feet;
thence S 19°27'35" E, a distance of 214.10 feet; thence S 12°40'56" E. a distance of 251.93 feet;
thence S 23°07'48" E a distance of 214.37 feet; thence S 05°01'47" E a distance of 152.14 feet;
thence S 03°32'57" E, a distance of 138.94 feet; thence S 01°45'33" E a distance of 112.83 feet;
thence S 11°22'29" W, a distance of 133.69 feet; thence S 54°15'41" W a distance of 94.34 feet
thence S 83°24'23" W a distance of 137 16 feet; thence N 62°58'44" W a distance of 549.71 feet to
a point on the East line of aforesaid lands described in Official Record Book 927, Page 581; thence
on said East line N 00°58'35" W, a distance of 1163.29 feet to the Northeast corner of said lands
described in Official Record Book 927, Page 581; thence departing said East line and on the
aforesaid North line of lands described in Official Record Book 927, Page 581, S 89°01'28" W, a
distance of 363.88 feet to the Point of Beginning.
Conservation Area "C"
A parcel of land lying and being in Section 31, Township 3 South, Range 18 East, Columbia County.
Florida, being described as follows.
Commence at the Southeast corner of Section 31, Township 3 South, Range 18 East, Columbia
County, Florida; thence on the East line of said Section 31, N 00°25'36" W, a distance of 1097.67 feet
8-8
4of 5
to a point on the North line of those Lands Described in Official Record Book 927, Page 581 of the
Public Records of Columbia County, Florida; thence departing said East line and on said North line of
Lands Described in Official Record Book 927, Page 581, S 89°01'28" W, a distance of 117855 feet to
the Point of Begiririirig, thence continue on said North line, S 89°0 128" W, a distance of 1167 99 feet,
thence departing said North line, N 02°57'lO" W, a distance of 159.69 feet; thence N O1°10'35" E, a
distance of 135.59 feet; thence N 10°55'16' E a distance of 142.35 feet; thence N 20°21'OO' E, a
distance of 119.92 feet, thence N 44°38'16" E, a distance of 100.69 feet thence N 43°14'26" E, a
distance of 83.47 feet; thence N 76°55'51" E, a distance of 88.52 feet; thence N 84°4620" E, a
distance of 114.79 feet; thence N 88°14'26" E a distance of 118.05 feet; thence S 75°48'SO" E, a
distance of 101 11 feet; thence S 69°16'48" E, a distance of 108.97 feet; thence S 60°07'04" E, a
distance of 90.85 feet; thence S 51°11'23" E, a distance of 8965 feet; thence S 46°12'34" E, a
distance of 94.75 feet thence S 41°47'23" E, a distance of 113.36 feet; thence S 31°32'52" E, a
distance of 140.79 feet, thence S 19°03'24" E, a distance of 126.33 feet; thence S 19°57'17" E, a
distance of 148.58 feet to the Point of Beginning.
Conservation Area "D"
A parcel of land lying and being in Section 33, Township 3 South, Range 18 East, Columbia County,
Commence at the Northeast corner of Section 33, Township 3 South, Range 18 East, Columbia
County, Florida; thence on the East line of said Section 33, S 01°18'48" E, a distance of 147.20 feet
to a point on the Southerly right of way line of U. S. Highway 90 (a variable width right of way); thence
departing said East line and on said Southerly right of way line, S 76°39'06" W, a distance of 1060 12
feet to an angle point, thence continue on said Southerly right of way line, S 76°41'36" W, a distance
of 1408.35 feet to the Point of Beginning; thence departing said Southerly right of way line, S
51°09'29" E a distance of 163.45 feet: thence S 58°04'lO" E, a distance of 97.81 feet; thence S
68°07'49" E, a distance of 236.89 feet; thence S 59°17'18" E, a distance of 88.43 feet; thence S
36°27'17" E a distance of 107 24 feet thence S 28°19'29" E, a distance of 106.16 feet: thence S
15°47'45" E a distance of 139.82 feet; thence S 0312'37" W, a distance of 156.58 feet; thence S
1936'4O" W, a distance of 167.51 feet; thence S 03°57'04" W a distance of 136.32 feet thence S
26°25'09" W a distance of 215.44 feet: thence S 2521'43" W a distance of 312.43 feet thence S
23°52'54" W, a distance of 188.08 feet; thence S 00°4348" W, a distance of 156 14 feet; thence S
12°15'03" E a distance of 186.23 feet; thence S 2241'02" E, a distance of 246.88 feet; thence S
21°02'58" E, a distance of 143.71 feet; thence S 1433'49" E, a distance of 153.01 feet; thence S
01°45'34" E, a distance of 142.43 feet; thence S 0145'34" E, a distance of 142.43 feet; thence S
01°45'34" E, a distance of 122.08 feet; thence S 18°02'22" W, a distance of 180.21 feet; thence S
21°10'22" W. a distance of 191.47 feet; thence S 14°30'03" W, a distance of 169.56 feet thence S
08°32'44" W, a distance of 151.66 feet; thence S 13°52'Sg" W, a distance of 176.08 feet thence S
301446" W, a distance of 127.97 feet; thence S 07°42'll" W, a distance of 123.76 feet; thence S
02°38'22" W, a distance of 176.86 feet; thence S 14°45'27" W, a distance of 173.60 feet; thence S
28°18'08" W, a distance of 123.09 feet; thence S 7922'17" W, a distance of 121.03 feet; thence N
88°23'34" W, a distance of 115.50 feet; thence N 8052'25" W, a distance of 179.57 feet; thence N
52°28'12" W, a distance of 192.79 feet; thence N 46°45'33" W, a distance of 143.87 feet; thence N
22°47'49" W, a distance of 188 93 feet; thence N 23°33'39" W, a distance of 146.09 feet; thence N
27°37'33" W, a distance of 248.73 feet; thence N 1906'48" W, a distance of 227.38 feet; thence N
00°12'56" E, a distance of 196.80 feet; thence N 10°20'07" E, a distance of 194.21 feet; thence N
08°14'55" E a distance of 234.16 feet; thence N 13°39'46" E, a distance of 204.03 feet; thence N
17°42'17" W a distance of 197.50 feet; thence N 15°00'OO" W, a distance of 118.45 feet; thence N
Prepared by Moore Bass Consulting -July2012
8-9
PlumCreek
MUD-I legal Desaiption
50f5
23°33'39' W, a distance of 146 09 feet; thence N 24°3535' W, a distance of 139 82 feet; thence N
12°03'52" W, a distance of 15166 feet; thence N 01°4534' W, a distance of 189.90 feet thence N
15°28'55' E, a distance of 205.94 feet; thence N 13°10'26' E, a distance of 178.29 feet; thence N
03°0917' E, a distance of 346.12 feet to a point on aforesaid Southerly right of way line of U. S.
Highway 90, thence on said Southerly right of way line, N 76°4136" E, a distance of 1166.81 feet to
the Point of Beginning,
Prepared by Moore Bass Consulting -Juiy 2012
8-10
ATTACHMENT "B"
CSV DISTRICT
LEGAL DESCRIPTIONS
8-11
CSV Legaf Description
1 of 4
Conservation Area "A"
A parcel of land lying and being in Sections 4 and 5, Township 4 South, Range 18 East, Columbia
Couniy, Florida, being described as follows.
County, Florida; thence on the South line of said Section 4, N 89°39'34" E, a distance of 102 59 feet
to the Point of Beginning, thence departing said South line, N 490 1302" W, a distance of 123.11 feet;
thence N 42°28'll" W, a distance of 246.18 feet; thence N 57°44'23" W a distance of 209.44 feet;
thence N 49°40'll" W a distance of 181.29 feet; thence N 49°29'07" W, a distance of 129.03 feet;
thence N 43°15'20" W, a distance of 150.65 feet; thence N 10°30'19" W, a distance of 114.16 feet;
thence N 23°O0'58" E, a distance of 124.27 feet; thence N 65O2'33' E, a distance of 99.15 feet;
thence N 78°46'43" E, a distance of 105.59 feet; thence N 88°14'28" E. a distance of 134.53 feet;
thence S 75°03'35' E, a distance of 135.93 feet; thence S 37°17'48" E, a distance of 149.33 feet;
thence S 29°39'22" E, a distance of 166.95 feet; thence S 30°29'56" E, a distance of 153.43 feet;
thence 5 46°45'32" E, a distance of 110.47 feet; thence S 53°53'02" E. a distance of 197.92 feet;
thence S 44°38'17" E, a distance of 82,91 feet; thence S 73°52'49" E, a distance of 141.36 feet;
thence S 70°23'18" E, a distance of 101.29 feet; thence S 43°30'47" E, a distance of 284.07 feet to a
point on aforesaid South line of Section 4; thence on said South line, S 89°39'34" W, a distance of
687.54 feet to the Point of Beginning.
8-12
CSV Legal Description
2of4
Conservation Ares "B'
A parcel of land lying and being in Section 32, Township 3 South, Range 18 East and a parcel of land
lying and being in Section 5, Township 4 South, Range 18 East, all being in Columbia County,
I
County, Florida; thence on the West line of said Section 32, N 00°25'36' W, a distance of 1097.67
feet to a point on the North line of those lands described in Official Record Book 927, Page 581 of the
Public Records of Columbia County, Florida; thence departing said West line and on said North line
of lands described in Official Record Book 927, Page 581, N 89°0128' E, a distance of 378.18 feet to
the Point of Beginning; thence departing said North line, N 11°5651' E, a distance of 141.39 feet;
thence N 21°40'lO" E a distance of 141 89 feet; thence N 56°02'41 E a distance of 138.46 feet;
thence N 80°4441" E, a distance of 166.33 feet; thence N 88°14'26' E a distance of 138.87 feet;
thence S 55°2557" E, a distance of 183 15 feet; thence S 41°22'12' E a distance of 163 36 feet;
thence S 25°51'42' E a distance of 180.66 feet; thence S 14°59'59 E a distance of 151 58 feet;
thence S 19°2735' E a distance of 214.10 feet; thence S 12°40'56' E a distance of 251.93 feet;
thence S 23°07'48' E, a distance of 214 37 feet; thence S 05°01'47" E. a distance of 152.14 feet;
thence S 03°32'57" E a distance of 138.94 feet; thence S 01°45'33" E a distance of 11283 feet;
thence S 11°22'29' W, a distance of 133.69 feet; thence S 54°1541" W a distance of 94.34 feet:
thence S 83°2423' W a distance of 137.16 feet; thence N 62°5844" W, a distance of 549.71 feet to
a point on the East line of aforesaid lands described in Official Record Book 927, Page 581; thence
on said East line N 0O05835 W, a distance of 1163.29 feet to the Northeast corner of said lands
described in Official Record Book 927, Page 581; thence departing said East line and on the
aforesaid North line of lands described in Official Record Book 927, Page 581, S 89°O1'28' W, a
distance of 363.88 feet to the Point of Beginning
Prepared by Moore Bass Consulting - July2012
8-13
(SV Legal Description
3 of 4
Conservation Area "C"
County, Florida; thence on the East line of said Section 31, N 00°25'36" W, a distance of 1097.67 feet
to a point on the North line of those Lands Described in Official Record Book 927, Page 581 of the
Public Records of Columbia County, Florida; thence departing said East line and on said North line of
Lands Described in Official Record Book 927, Page 581, S 89°01'28" W, a distance of 1178.55 feet to
the Point of Beginning; thence continue on said North line, S 89°O1'28" W, a distance of 1167.99 feet;
thence departing said North line, N 02°57'lO" W, a distance of 159.69 feet; thence N O1°1O'35" E, a
distance of 135.59 feet, thence N 10°55'16" E, a distance of 142 35 feet; thence N 20°21'OO" E, a
distance of 119.92 feet thence N 44°38'16" E. a distance of 100.69 feet; thence N 43°14'26" E a
distance of 83.47 feet; thence N 76°5551" E, a distance of 88.52 feet; thence N 84°46'20" E, a
distance of 11479 feet; thence N 88°14'26" E a distance of 11805 feet; thence S 75°48'50" E, a
distance of 101.11 feet; thence 5 69°16'48" E, a distance of 108.97 feet; thence S 60°07'04" E, a
distance of 9085 feet; thence S 5111'23" E, a distance of 89.65 feet; thence S 46°12'34" E, a
distance of 94.75 feet; thence S 41°47'23" E, a distance of 113.36 feet; thence S 31°32'52" E, a
distance of 140 79 feet; thence S 19°03'24" E. a distance of 126.33 feet; thence S 19°5717" E, a
distance of 148.58 feet to the Point of Beginning
Piepaled by Moore Bass Consulting -July 2012
8-14
liii Pin rnCftek
CSV legal Description
4 of 4
Conservation Area "D'
Commence at the Northeast corner of Section 33, Township 3 South, Range 18' East, Columbia
County, Florida; thence on the East line of said Section 33, S 0118'48" E, a distance of 147.20 feet
to a point on the Southerly right of way line of U. S. Highway 90 (a variable width right of way); thence
departing said East line and on said Southerly right of way line, S 76°39'06" W, a distance of 1060.12
feet to an angle point; thence continue on said Southerly right of way line, S 76°4136 W, a distance
of 1408 35 feet to the Point of Beginning; thence departing said Southerly right of way line, S
51°09'29" E a distance of 163.45 feet: thence S 580410" E, a distance of 97 81 feet; thence S
68°07'49" E a distance of 236.89 feet thence S 5917'18" E a distance of 85.43 feet; thence S
36°27'17' E, a distance of 107.24 feet; thence S 2819'29" E. a distance of 106.16 feet; thence S
15°47'45" E a distance of 139.82 feet; thence S 03°12'37" W, a distance of 156 58 feet: thence S
19°36'40 W a distance of 167 51 feet; thence S 0357'04" W, a distance of 136.32 feet; thence S
26°2509" W, a distance of 215.44 feet; thence S 2521'43" W, a distance of 312,43 feet; thence S
23°5254' W, a distance of 188.08 feet: thence S 00°4348" W, a distance of 156.14 feet: thence S
12°15'03' E a distance of 186.23 feet; thence S 22°4102' E, a distance of 246.88 feet; thence S
2102'58" E, a distance of 143.71 feet; thence S 14°33'49" E, a distance of 15301 feet; thence S
Q1°45'34" E, a distance of 142.43 feet; thence S 01°45'34" E, a distance of 142.43 feet; thence S
01°45'34" E a distance of 122.08 feet; thence S 18°02'22" W, a distance of 180.21 feet; thence S
21°1022" W, a distance of 191.47 feet; thence S 14°30'03' W, a distance of 169.56 feet: thence S
08°32'44" W, a distance of 151.66 feet; thence S 13°5259" W, a distance of 176.08 feet; thence S
30°14'46" W, a distance of 127 97 feet: thence S 07°42'll" W, a distance of 123 76 feet; thence S
02°38'22" W, a distance of 176.86 feet; thence S 14°45'27" W, a distance of 173.60 feet' thence S
28°18'08' W, a distance of 123 09 feet; thence S 79°2217" W, a distance of 121.03 feet; thence N
88°23'34' W, a distance of 115.50 feet; thence N 80°52'25" W, a distance of 179.57 feet: thence N
52°28'12' \A/, a distance of 192.79 feet; thence N 46°45'33" W a distance of 143.87 feet; thence N
22°47'49" VI, a distance of 188.93 feet; thence N 28°19'28" V.1, a distance of 227,48 feet; thence N
22°47'49' W, a distance of 188.93 feet: thence N 23°3339" W, a distance of 146.09 feet: thence N
27°37'33' W, a distance of 248.73 feet; thence N 19°06'48" W, a distance of 227,38 feet; thence N
00°1256' E, a distance of 196.80 feet; thence N 10°20'07' E, a distance of 194.21 feet; thence N
08°14'55" E, a distance of 234 16 feet, thence N 13°39'46" E, a distance of 204.03 feet; thence N
01°45'34" W, a distance of 196.68 feet; thence N 08°28'09' W a distance of 232.19 feet; thence N
17°42'17 W, a distance of 197.50 feet; thence N 15°00'OO" W, a distance of 118.45 feet; thence N
23°3339' W, a distance of 146.09 feet; thence N 24°35'35 W, a distance of 139 82 feet; thence N
12°0352" W, a distance of 151.66 feet; thence N 01°45'34" W a distance of 189.90 feet; thence N
15°2855 E. a distance of 205.94 feet: thence N 13°1026" E, a distance of 178.29 feet: thence N
03°09'17" E, a distance of 346.12 feet to a point on aforesaid Southerly right of way line of U. S.
Highway 90; thence on said Southerly right of way line, N 76°4 136' E, a distance of 1,166.81 feet to
the Point of Beginning
Prepared by Moore Bass Consuiting 'Juiy 2012
8-15
-
Vicinity Maps
9-1
Map Showing Surrounding Streets
9-2 Map Showing Adjacent Land Use and Zoning
9
7/23/12
z
o
OSCEOLA NATIONAL FOREST
LAJ(ECIY
CORRECT1(MAL
FACILITY
COLUMBIA
CORRECTIONAL
INSTITUTION
I
CSX
LAKE CFY
GATEWAY
AIRPORT
OLUSTEE CREEK
CONSERVATION
AREA
LJ
- TERMINUS OF
NORFOLK SOUTHERN
RAIL
LEGEND
-PROPERlY SUI
ECT TO REZONING -2,622 ACRES
ADJACENT PLU M CREEK HOLDINGS
W., trtt
VlffY NAP
7/23/12
//
C
C
csv
csv
A-i
csv
H
-
0
A-i
L
I
--
A-i
ZONING DISTRICT
BOUNDARY (TYP).
ci
)RR
MJANT PRTY
NMAT
OW*
WVD 3]SI
Ifl-a.oc
:i
A-i
@
A-i
flr,o
A-i
ffit Jfl-.,cafl
I
M3
ru
11ZONIGLEGEI
TNG LMD LJS LEGEMD
REOIJ3
H
DENTY
LV
S
SlTYRE9
RR
U-
A-i
csv
C*SEVATOI
E3
YACMT
0
OMoB...
GRAPIUC SCALE
H
A-i
A-i
9-2
I PIurn1reek
Land Development Regulations
Columbia County
Part I, Article 4- Zoning Regulations
10-1
Section 4.21 - Mixed Use District - Intermodal (MUD-I)
10-16
Section 4.3 - "CSV" Conservation
10
LlmCreek
Sec. 4.21. MIXED USE DISTRICT-INTERMODAL (MUD-I): (Version 7/12/2012)
Districts and Intent.
The Mixed Use District - Intermodal (MUD-I) designation permits all industrial uses associated with an intermodal rail terminal
facility, including light and heavy manufacturing a wide range of industrial uses, warehousing and distribution facilities, logisticscentered uses, offices, commercial and residential.
This MUD-I zoning category requires the adoption of an MUD-I Preliminary Development Plan which shall he comprised of six
defined MUD-I Categories:
Category B Intermodiil Terminal
Category C Commercial / Transitional
Category D Residential
Category E Primary Open Space
Purpose: The purpose of MUD-I designation is to permit within its boundary:
1. 1.
The development. use and operation of: intermodal rail terminal facilities; connecting and switch tracks to provide rail
connections between railroad main lines and intermodal rail terminal facilities; short-term storage or staging of goods
and commodities in transit; transportation equipment support and storage facilities; warehouse and distribution facilities;
logistics-centered buildings and uses; heavy industrial uses; light industrial uses; commercial uses; office uses; residential
uses and open space.
1.2. A comprehensive master planned approach which addresses:
1.2.1. the placement of a mix of land uses within MUD-I;
1.2.2. the conceptual location of rail infrastructure and primary roadway infrastructure to support the MUD-I;
1.2.3. conceptual configuration of proposed MUD-I Categories within the MUD-I;
1.2.4. the identifIcation of areas designated as Conservation - Open Space within the MUD-I
1.3. The MUD-I is intended to permit developers of large-scale, complex and integrated intermodal rail, logistics and
industrial projects the flexibility to adapt to market-driven demands and to develop in a phased manner over an extended
period of time.
Definitions:
For purposes of this Section 4.21 MUD-I . the following definitions shall apply:
2.1. "Cargo container" shall mean a standardized enclosed vessel (with doors for loading and unloading) which may he loaded
and unloaded to and from trains, trucks, ships and other modes of transportation.
2.2. "Heavy manufacturing" shall mean industrial uses consisting of manufacturing, assembling, fabrication and processing.
hulk handling. storage. warehousing and trucking. The uses associated with this district arc likely to generate significant
levels of truck traffic, noise. pollution. vibration, dust, fumes, odors, radiation, radioactivity. poisons. pesticides,
herbicides, or other hazardous materials, fire hazards, or explosion hazards.
2.3. "Long-term" shall mean with respect to the storage of each cargo container, truck trailer container or truck chassis, one
year.
2.4. "MUD-I Preliminary Development Plan" shall mean a map or maps of the MUD-I which have been approved by
the Board of County Commissioners and containing the information required under this Section 4.21. including the
designation of MUD-I Categories along with primary roadways and perimeter buffers.
2.5. "MUD-I Final Development Plan" - shall mean a map or maps of the MUD-I or phases of the MUD-I which are
10-1
consistent with the MIlD-I Preliminary Development Plan and which have been approved by the Board of County
Commissioners pursuant to Section 5.16 (Preliminary Plat Procedure) and containing the information required under this
Section 4.21. Approval of the MUD-I Final Development Plan constitutes Preliminary Plat Approval.
2.6. "Private road" shall mean an asphalt or concrete paved permanent roadway not dedicated to the County and having a
pavement width ot' not less than twenty-five (25) feet.
2.7. "Short-term" shall mean with respect to the storage of each cargo trailer, truck trailer container or truck chassis and the
storage of goods in transit, not more than sixty (60) consecutive days.
2.8. "Towers" shall mean protrusions of accessory structures above the normal structural rooftop of a building, such as
structures housing elevators or other lift equipment mechanical structures, communication devices and equipment. wind
turbines and rooltop mechanical equipment.
2.9. "Travel Plaza" shall mean a retail business that provides auto and/or truck fuel, the retail sale of convenience items, one or
more restaurants and which includes more than four (4) fuel islands and more than eight (8) fueling positions.
3.
MIJD-I Requirements: Any MUD-I shall he meet all of the following criteria at the time that the Preliminary Development Plan
for the MUD-I is established and approved:
3.1. The MUD-I shall contain a minimum of 2,000 adjoining acres, under single ownership or unified development control.
The term "adjoining" means parcels which are touching or contiguous to each other, as distinguished from lying near to.
Parcels that are separated from each other by a local, minor collector, or major collector street or roadway shall also he
considered adjoining; parcels that are separated by an arterial street/roadway or Interstate highway shall not be considered
adjoining.
3.2. The MIlD-I boundary must he adjacent to a railroad right-of-way or located within 2000 if of a railroad right-of-way.
3.3. The MUD-I shall contain at least one (1) planned intermodal rail terminal facility of not less than 50 contiguous acres in
size, which terminal shall he planned for connection by switches, lead tracks, connecting tracks or spur tracks over which
shall operate a railroad common carrier or a short haul or terminal railroad serving the terminal facility.
3.4. An MUD-I may not span a State of Florida highway or an Interstate Highway.
Subject to Comprehensive Plan land use approval and re/oning approval by the County. the boundaries of an existing
MUD-I development may he expanded to include adjoining lands. Individual MUD-I expansions shall not he subject to
minimum land area requirements. Expansion lands shall adjoin the parent MUD-I. Any MUD-I expansions together with
the land previously included within the MUD-I shall constitute the same district upon incorporation of such expansions by
Ordinance of the County.
3.5. Mix of uses: Development within the MUD-I shall achieve the following range of use mixes at build out, as measured by
the gross acreage of each use.
3.5.1. Individual development parcels within an MUD-I may he proposed for a single use or a mix of uses; however, the
range of mix of uses prescribed herein shall he achieved for the overall district at build out.
3.5.2. Non-Residential Use. Within the non-residential and non-open space component of the MUD-I. a minimum of 50%
and maximum of 85% shall he Category A. B and C uses.
3.5.3. Residential Use. Within the MUD-I. a minimum of 5% and a maximum of 40% shall be Category E uses.
3.5.4. Open Space. A minimum of 10% of the open space provided within the MUD-I shall he uplands. and one half of that
upland open space shall he available for passive recreation purposes. For purposes of the upland open space area
calculation, Conservation Areas (not a part of the MUD-I) shall not he included in the calculation.
3.6. Utilities. All development in the MIJD-I shall he served by central water and wastewater services, except that comfort
facilities in remote recreation areas may he served by well and septic.
Prepared by Moore BassConsulting -July 2012
10-2
4.
Procedure for approval of MI JD-I Zoning and Preliminary Development Plan:
The procedure for obtaining a change in zoning for the purpose of undertaking a Mixed Use District - Intermodal (MUD-I)
developmern shall he as follows:
4.1. MUD-I Zoning and Preliminary Development Plan Approvd. The applicant shall submit to the Land Development
Regulation Administrator his or her request for change to a Mixed Use District
Intermodal (MUD-I) zoning. containing
the following exhibits:
4. 1.1. A statement of objectives describing:
4. 1.1.1. The general purpose of the proposed development; and
4. 1.1.2. The general character of the proposed development.
4.1.2. A Vicinity Map showing the location of the proposed planned MUD-I development in relation to:
4.1.2.1. Surrounding streets and thoroughfares;
4. 1.2.2. Existing zoning on the site and surrounding areas; and
4. 1.2.3. Existing land use on the site and surrounding areas.
The Vicinity Map shall he drawn at a scale to show an area of no less than 1.000 feet surrounding the property. A
greater area may he required if the Planning and Zoning Board determines information on a larger vicinity is needed.
4. 1.3. A Boundary Survey and legal description of the property.
4.1.4. A Topographic Survey. The most recent United States Geological Service [Survey] topographic survey may he used
if better topographic information is not available.
4.1.5. A Site Analysis Map (or map series) at the same scale as the Preliminary Development Plan described below shall
be submitted indicating:
4.1.5.1. Flood prone areas;
4.1.5.2. Areas with slopes greater than five percent;
4.1.5.3. Soil survey information;
4.1.5.4. Aerial photo showing existing tree cover;
4.1.5.5. The generally recognized hank of rivers, streams, canals;
4.1.5.6. Location of wetlands;
4.1.5.7. The high water line of lakes;
4.1.5.8. Other man-made or natural features which would he affected by building encroachment.
4. 1.6. f. A MUD-I Preliminary Development Plan drawn at a scale suitable for presentation. showing the general plan of
development for the MUD-I as follows:
4. 1.6.1. Proposed land uses including approximate boundaries delineating each use Category (A. B. C. D and E).
4. 1.6.2. Conceptual lot sizes; the lot sizes should he indicated either by lot lines drawn in their proposed location or a
statement on the face 01 the Preliminary Development Plan concerning proposed lot sizes
4. 1.6.3. Conceptual project phase lines
4. 1.6.4. Approximate location of onsite primary roadway network, whether public or private, shall he delineated on
the Preliminary Development Plan and labeled. Local roads or access roads need not he shown.
4.1.6.5. Approximate location of Category E areas reserved as Primary Open Space.
4. 1 .6.6. Statement concerning proposed methods for addressing natural of manmade drainage and regional stormwater
management.
4. 1.6.7. Proposed Onsite railroad rights-of-way.
4. 1.6.8. Any other improvements necessary to portray the overall concept and guide the Final Development Plans.
final plats and construction plans.
4. 1.6.9. Special provisions. The location of any structure (except permitted docks. walkways. and piers) shall be set
hack a minimum of 35 feet from wetlands. The location of any structure (except permitted docks. walkways,
and piers) shall he set hack a minimum of 75 feet from the Suwannee. Santa Fe and Ichetucknee Rivers. The
location of any structure (except permitted docks. walkways. and piers) shall he set hack a minimum of 50
10-3
feet from all other perennial rivers, streams and creeks.
4.1 6. 10.
A table showing acreage for each category of land use
1 .6. 11.
A statement concerning allowable buildout maximum for each use within the MUD-I development.
4.1.6.12.
A statement concerning proposed floor area ratios (percent of lot in relation to building floor area) and
the maximum building coverage expressed as a percent of the total site area.
4.1.6.13.
A preliriunary utility service pian including sanitary sewers, storm drainage, and potable water supply.
showing general locations of major water and sewer lines, plant location, lift stations, and indicating whether
gravity or forced systems are planned. Size of lines, specific locations. and detailed calculations are not
required at this stage.
4. 1.7. A statement indicating the type of legal instruments that will be created to provide for the ownership and
maintenance of common areas and any private roads.
4.2. Processing the MUD-I Zoning Application and Preliminary Development Plan Submittal When the Land Development
Regulation Administrator has received the application and submittals. and is satisfied that the application and submittals
are complete. the application shall he processed as any other zoning application in accordance with the provisions of these
land development regulations.
The Planning and Zoning Board shall make a recommendation to the Board of County Commissioners. The Board of County
Commissioners' actions shall he one of the following:
Approval as submitted.
Conditional approval.
Disapproval.
4.3. Revision of a MUD-I Preliminary Development Plan
A proposed substantial change in the approved Preliminary Development Plan which affects the intent and character of the
development, the density or land use patterns, or similar substantial changes. shall he reviewed by the Planning and Zoning
Board and the Board of County Commissioners in the same manner as the initial application. A request for a revision
of the Preliminary Development Plan shall he supported by a written statement and by revised plans demonstrating the
reasons the revisions are necessary or desirable. All revisions to the approved Preliminary Development Plan shall only be
approved if they are consistent with the original purpose. intent, overall design. and integrity of the approved Preliminary
Development Plan.
Minor changes. and/or deviations from the Preliminary Development Plan which do not affect the intent or character of
the development shall he reviewed and approved by the Land Development Regulation Administrator and shall only he
approved if they are consistent with the original purpose. intent, overall design. and integrity of the approved Preliminary
Development Plan. upon approval of the revision, the applicant shall make revisions to the plans and submittals and tile
the revised plans with the Land Development Regulation Administrator within 30 days.
Examples of substantial and minor changes are:
Substantial changes.
I Overall MUD-I District Boundary changes.
2. Significant adjustments to the location of planned project access points
Minor.
Adjustments to project phasing
Adjustments to MUD-I land use category boundaries and category mixes. not resulting in increased
overall density.
Change in alignment, location, or length of internal streets
4.4. MUD-I Development Time Limitations
10-4
t_
II ii mCreek
.
An approved MIlD-I Preliminary Development Plan has no expiration date. An approved MUD-I Final Development Plan
has no expiration date.
4.5. Phasing
The Board of County Conirnissioners may permit or require the phasing of an MUD-I development. When provisions
for phasing are included in the Final Development Plan, each phase of development shall he so planned and so related to
previous development, surrounding properties, and available public facilities and services so that a failure to proceed with
subsequent phases of development will have no adverse impact on the MUD-I development or surrounding properties.
5.
Procedure for approval of MUD-I Final Development Plan:
Approval of the MUD-I Preliminary Development Plan shall not constitute approval of the MUD-I Final Development Plan.
MUD-I Final Development Plans may he submitted for portions of he overall MIlD-I project. which may he developed in
phases. Approval of the Final Development Plan shall constitute Approval of the Preliminary Plat per Section 5.16 of this code
for the phase or phases of the MUD-I contained within the Final Development Plan suhmittal.
5. I
.
MUD-I Final Development Plan Approval. The applicant shall submit to the Land Development Regulation
Administrator his or her request for approval of an MUD-I Final Development Plan phase containing the following
exhibits:
5. 1 . I. A statement of objectives
5. 1. 1. 1. The general purpose of the proposed development
5. 1. 1.2. The general character of the proposed development
5.1.2. A Topographic Map drawn at an appropriate scale by a surveyor or engineer registered in the State of Florida
showing:
5.1.2.1. The location of existing private and public property rights-of-way, streets, buildings. water courses.
transmission lines, sewers, bridges. culverts. and drain pipes. water mains, and any public utility easements
within or adjacent to the site.
5. 1.2.2. Wooded areas, streams, lakes, marshes, and any other physical conditions affecting the site.
5.1.2.3. Existing contours at intervals of one foot.
5.1.3. A Final Development Plan drawn at an appropriate scale and showing:
5. 1 .3.1. The boundaries of the development phase, topography. and proposed grading plan.
5. 1 .3.2. Width, location, and names of surrounding streets.
5.1.3.3. Surrounding land use.
5.1.3.4. Proposed streets and street names and other vehicular and pedestrian circulation systems including off-street
parking.
5.1.3.5. The use, size, and location of all proposed building sites.
5.1.3.6. Location and size of undeveloped areas and public or semi-public areas.
5.1.4. A Utility Service Plan showing:
5.1.4.1. Existing drainage and sewer lines.
5.1.4.2. The disposition of sanitary waste and stormwatcr.
5.1.4.3. The source of potable water.
5.1.4.4. Location and width of all utility easements or rights-of-way.
5.1.4.5. Plans for the special disposition of stormwater drainage when it appears that said drainage could substantially
harm a body of surface water.
5.1.5. A Landscaping Plan showing:
5. 1.5.1. Landscaped areas.
5.1.5.2. Location, height. and material for walks, fences, walkways, and other man-made landscape features.
5.1.5.3. Any special landscape features such as. hut not limited to. man-made lakes, land sculpture. and waterfalls.
5. 1.6. Statistical information:
10-s
5. 1.6.1. Total acreage of the Site / phase.
5. 1.6.2. Maximum building coverage expressed as a percent of the area.
5. 1.6.3. Area of land devoted to landscaping and/or undeveloped area usable for recreation purposes expressed as a
percent of the total site area.
5. 1.6.4. Calculated gross density and net developable acreage for the proposed development phase (see Section 2.1 for
definition of gross density).
5.1.7. The substance of covenants, grants. easements, or other restrictions to he imposed on the use of the land, buildings.
and structures, including proposed easements for public and private utilities. All such legal documents, including
homeowners associations and deed restrictions, shall be approved by the County Attorney before final approval of
the plan.
5.2. Processing the MUD-I Final Development Plan Submittals When the Land Development Regulation Administrator has
received the application and submittals. and is satisfied that the application and submittals are complete. the application
shall he processed as a Preliminary Plat in accordance with Section 5.16 of these land development regulations.
5.3. Issuance of Building Permits
No building permit shall be issued for any portion of a proposed MUD-I development until the Final Development Plan
has been approved.
5.4. Deviation from the Final Develojrnent Plans
Any unapproved deviation from the accepted final development plan shall constitute a breach of agreement between the
applicant and the Board of County Commissioners. Such deviation may cause the County to immediately revoke the Final
Development Plan until such time as the deviations are corrected or become a part of the accepted Final Development
Plan.
6.
MUD-I Permitted tJse Categories: There shall he five (5) permitted use MUD-I Categories. unless otherwise expressly
specified. permitted uses within MUD-I Categories are separate. distinct and not cumulative among categories. Uses that are
not expressly permitted may he allowed as a variation of use in accordance with Section 12.3 of the Columbia County - Land
Development Regulations. The following uses are permitted within the designated MUD-I Categories:
6. 1.
Pe,',niiied principal uses and structures.
6.1.1
Industrial warehouse, logistics and distribution facilities;
6.1.2.
Short-term storage or staging of goods in transit;
Short-term cargo contaiiler storage;
6.1.4.
Office uses;
6.1.5.
Manufacturing and assembly (but not including Heavy Manufacturing) as defined in Section 4.21;
6.1.6.
Uses and buildings accessory to the foregoing. including any retail sales component which are accessory in nature
to the principal use.
6. 1 .7.
Gasoline service stations, including trtick stops with restaurants and retail uses (see Section 4.2 for special design
standards)
6.1.8.
Banks or other financial institutions with drive-up facilities and automatic teller machines (ATM).
6.1.9.
Governmental offices and facilities, and private offices and facilities tinder government contract usage.
6. 1. 10. Public and quasi-public utilities. including, hut not limited to water wells, water treatment plants. pumping
stations. sewage treatment plants. lift stations. electrical substations and facilities necessarily accessory thereto.
6. 1. 11. Railroad rights-of'-way and all associated railroad track improvements. including hut not limited to tracks, ties,
switches, lead tracks, connecting tracks. spur tracks, gates and signals.
6.1.12. Power generation facilities (inclusive of renewable energy generation facilities hut exclusive of coal-burning or
nuclear plants) and heavy manuf'acturing shall he special exceptions in Category A. pursuant to Section 12.2
6. 1.3.
Restricted uses and structures.
10-6
PltimCreek
6. 1.13.
In the Category A area, only short-term storage of semi-tractor trailers and trucks is permitted, and the maximum
number of accessory parking spaces (not including trailer positions immediately adjacent to dock doors) intended
for use by the semi-trailers, wheeled containers or truck-trailer combinations at warehouses, distribution facilities
and other similar facilities used for storage, loading or off-loading of goods. shall not exceed one (1) parking
space for every 1.500 square feet of ground floor area of the principal building.
6.1.14.
The following Uses shall he allowed when parcel boundaries are located farther than 1.000 feet from the nearest
parcel boundary of a residential use parcel (excludes agriculturally zoned properties):
6.1.14.1.
6.1. 14.2.
6.1. 14.3.
6.1. 14.4.
6.1. 14.5.
6.1. 14.6.
6.1. 14.7.
6.1. 14.8.
6.1. 14.9.
6.1. 14. 10.
6.1.14.11.
6.2.
Automobile, tractor trailer or farm implement assembly or manufacturing;
Boiler shops;
Machine shops;
Structural steel fabricating shops;
Railway car or locomotive shops. including repair;
Metal working shops employing reciprocating hammers or presses over twenty (20) tons rated capacity;
Brewing or distilling of liquors;
Manufacturing of cans and other types of containers;
Machinery manu facturing;
Meat packing. but not stockyards or slaughterhouses;
Metal stamping and extrusion.
Category B Intermodal Terminal / Transportation Equipment
Permitted principal uses and structures. Intermodal rail and truck terminals, including:
6.2.1. All Category A permitted and principal uses;
6.2.2. Railroad switching, freight, and storage yards; railroad buildings and maintenance structures;
6.2.3. Lift tracks and storage tracks;
6.2.4. Outdoor overhead cranes and gantries;
6.2.5. Petroleum hulk storage and sales;
6.2.6. Train fueling and maintenance facilities;
6.2.7. Entrance and exit gates and structures and associated security apparatus;
6.2.8. Vehicular queuing areas;
6.2.9. Administrative offices and other buildings and structures customarily accessory to an intermodal railroad facility;
6.2.10. Cargo container, truck trailer and truck chassis loading and unloading;
6.2.11. Outdoor storage of truck chassis;
6.2.12. Short-term outdoor storage of cargo containers and truck trailers;
6.2.13. Short-term outdoor storage of goods in transit.
6.2.16. Long-term cargo container storage;
6.2.17. Cargo container repair facilities;
6.2.18. Truck dispatch yards. including truck storage, fueling and repair facilities;
6.2.19. Chassis storage. dispatch and repair facilities;
6.2.20. Administrative offices, repair and storage buildings. entrance and exit gates, and other uses ancillary to the
foregoing Category B uses;
6.2.21. Public and quasi-public utilities. including, hut not limited to water wells, water treatment plants. pumping
stations, sewage treatment plants. lift stations. electrical substations and facilities necessarily accessory thereto;
6.2.22. Railroad rights-of-way and all associated railroad track improvements. including hut not limited to tracks, ties,
switches, lead tracks, connecting tracks, spur tracks, gates and signals.
Permitted accessory uses amid structures.
10-7
Railroad rights-of-way and all associated railroad track improvements, including but not limited to tracks, ties,
switches, lead tracks, connecting tracks, spur tracks, gates and signals.
6.2.24. Governmental offices related to intermodal iegulatory functions or customs, and private offices performing such
functions under governmental contract.
6.2.25. Public and quasi-public utilities, including, hut not liniiied to ater wells, water treatment plants. pumping
stations, sewage Imeatment plants, lift stations, electrical substations and facilities necessarily accessory thereto.
6.2.23.
Restricted uses amid structures.
6.2.26. All Category A restricted uses and structuies;
6.2.27. In the Category B area, short term and long-term semi-tm-actor trailer storage is permitted, and indefinite storage
of operable. licensed and registered trucks is a permitted use. Tiactors. hostlers and tiucks used by the o ner
or occttpant of transportation equipment management facilities or intermodal facilities, for its operations in a
Category B, area shall he permitted without durational limitations.
6.3. Category C Commercial Transitional
Permitted princijal uses and structures.
6.3.1.
Office uses;
6.3.2.
hotels and motels;
6.3.3.
Restaurants, including fast-food restati rants;
6.3.4.
Banks or other financial institutions with drive-up facilities and automatic teller machines (ATM);
Automobile
and truck fueling centers and service stations. (see Section 4.2 for special design statìdards);
6.3.5.
6.3.6.
Travel Plazas;
6.3.7.
Convenience stores;
6.3.8.
Government offices and facilities; private facilities under government contract usage
6.3.9.
Public and quasi-public utilities including, hut not limited to water wells, water treatment plants, pumping
stations, sewage treatment plants, lift stations electrical substations and facilities necessarily accessory thereto;
6.3.10. Retail commercial outlets;
6.3.11. Service establishments.
Restricted uses and structures
6.3.12. Category C (Commercial Transitional Zone): In the Category C and Category D areas, there shall heno semitractor trailer or truck storage.
6.4. Category D Residential
Permitted principal uses and structures.
6.4.1. Single family detached units;
6.4.2. Single family attached uilits;
6.4.3. Multi-family uilits;
6.4.4. Home occupations. (see Section 4.2.31);
6.4.5. Public or private schools (including daycare facilities);
6.4.6. Churches and other houses of worship;
6.4.7. Public buildings and facilities.
Restricted uses ciiicl structures
6.4.8. Category D (Residential): In the Category C and Category D areas, there shall he no semi-tractor trailer or truck
storage.
Piepaied by Mooie Bass Consulting -July 2012
10-8
6.5. Category E Primary Open Space:
The Primary Open Space category includes conservation and preservation areas, buffers for environmentally Sensitive
areas, pathways to licilitate bicycle and pedestrian mobility, aesthetic open space. passive recreation, gathering places and
stormwater management areas. Some Primary Open Space will he open and dedicated to the public, while other Primary
Open Space contained on private lands will not. The Primary Open Space may he used for natural resource oriented
activities, wildlife management areas. Stormwater facilities, trails, roadways, railroad lines, and titility placement are
allowed in and through the Primary Open Space.
6.5.1. Stormwater facilities including ponds. lakes, drainage swales and drainage culverts
6.5.2. Utilities (overhead and underground);
6.5.3. Wastewater treatment facilities including all related appurtenances. equipment, tanks, ponds and spray fields.
6.5.4. Electrical substations
6.5.5. Public and private roadway crossings
6.5.6. Railroad crossings
6.5.7. Community gathering places;
6.5.8. Benches
6.5.9. Parking Lots
6.5.10. Playground equipment;
6.5.11. Gazebos;
6.5.12. Trail-head facilities and structures;
6.5.13. Public restrooms - comfort stations;
6.5.14. Boardwalks. observation decks and footbridges;
6.5.15. Paved and unpaved multi-purpose trails.
7.
Site and Structure Requirements. Mi,iimum lot requirements (area, width). All permitted and structures (unless othecwise
specified):
7.1. Mi,iimu,,, lot area: With the exception of the Category D areas (see 7.11 below). no minimum lot area is established in the
MUD-I. however, lot areas shall he sufficient to meet density and dimensional regulations.
7.2.
Miniinui,, lot width: Minimit,,, lot width for all Categories except Category D (see 7.11 below): 150 feet.
7.3. Minimum lot depth: Minimum lot depth for all Categories except Category D (see 7.11 below): 150 feet.
7.4. Site access: Each individual lot or principal building site shall have direct vehicular access to a paved public roadway or a
private paved road.
7.5. Private Roads, Setbacks and Lot Widths: For purposes of computing minimum lot width and building setbacks, no portion
of a private easement road shall be included in such computation.
7.6. Ma.imu,,, lot coverage: With the exception of Category D areas (see 7. II below), there shall be no maximum lot coverage
limitation in the MUD-I. subject to compliance with the landscape regulations and building setbacks herein specified.
7.7
Maximum Floorflrea Ratio (FAR): With the exception of Category D areas (see 7.11 below), there shall he a maximum
0.46 FAR within any individual lot located in the MUD-I District, subject to compliance with the landscape regulations
and building setbacks herein specified. For purposes of the FAR calculation the footprint area of onsite pole barns and
open air storage buildings (tinder root) shall not he considered Floor Area and shall not he included in the square footage
10-9
calculations related to the allowed build-out maximum for the MUD-I.
7.8. Maximu,n bujldjn height: With the exception of Category D areas (see 7.11 below), there shall he no maximum building
height in the MIlD-I. subject to compliance with the landscape regulations and building setbacks herein specified.
7.9.
1Juildin' Setback Requirements, minimum
'c,rd requirements (dept/i of front and rear yard, width of side yard).
7.9.1. Special provisions: A minimum 35-foot natural buffer shall he required from wetlands, and 50 feet from perennial
rivers, streams and creeks. The location of any Structure (except permitted docks, walkways and piers) shall he
prohibited within these buffer areas.
7.9.2. In the Category A and Category B areas: A/I permitted orpermnissible uses and structures (unless otherwise
speqfied):
7.9.2.1. Front and Corner Yard: not less than 40 feet, if the maxiniuni building height is less than or equal to 40 feet
(exclusive of towers. lift equipment. IIVAC and similar facilities). For buildings with a height exceeding
40 feet. the front and corner yard setback shall he increased by one foot for each additional two feet of
building height, to a maximum of one hundred(100) feet of setback. No less than 20 feet of the depth shall
he maintained as a landscaped area; the remainder may he used for off-street parking, hut not for buildings.
The depth of this landscaped area shall he measured at right angles to property lines and shall he established
along the entire length of and contiguous to the designated property line or hues. This landscaped area may he
penetrated at right angles by driveways.
7.9.2.2. interior side yard and rear yard: 20 feet except where railroad spur abuts side or rear property line, in which
case no yard is required.
7.9.2.3. See Section 4.2 l'or right-of-way setback requirements.
7.9.3. In the Category C area:
7.9.3.1. Front yard and ('or/icr yard: not less than 20 feet, if the maximum building height is less than or equal to
20 feet (exclusive of towers, lift equipments. JIVAC and similar facilities). For buildings with a height in
excess of 20 feet, the front yard setback shall he increased by one loot for each additional two feet of building
height. to a maximum of one hundred (100) feet of setback. No less than 10 feet of the setback depth shall
he maintained as a landscaped area; the remainder may he used for off-street parking. hut not for buildings.
The depth of this landscaped area shall he measured at right angles to property lines and shall he established
along the entire length of and contiguous to the designated property line or lines. This landscaped area may be
penetrated at right angles by driveways.
7.9.3.2. interior side yard and rear yard:
10 feet.
7.10. Special Setbacks
7.10.1.
Special Setbacks Required for Category A, B, or C areas adjacent to a Category D area, other Residential District,
Agricultural District or Residential Use: Where any Category A. B or C area required yard abuts an existing
Category D area, existing residential zoning district, existing agricultural zoning district or a residential use
existing on the date of the approval of the Preliminary Development Plan, the following building setbacks shall
apply to the Category A. B or C area yard:
10-10
liii mCreek
For buildings having an overall height 0140 feet or less (exclusive of towers and permissible rooftop mechanical
equipment). the building setback shall he 50 feet from such adjacent lot line.
7.10.3. For buildings having an overall height of more than 40 feet (exclusive of towers and permissible rooftop
mechanical equipment). the building setback from such adjacent lot line shall be 50 feet plus one additional foot
for each two feet of overall building height in excess of 40 feet.
7.10.2.
7.11 . In the Category D area:
7. II .1.
Maximum residential density: Residential density shall not exceed 4 dwelling units per acre based on gross
residential acreage of the overall area of Category D in the MUD-I.
7. 11.2.
Mini,nuni lot requirements (area, width):
7. II .2.1.
All permitted single family residential uses and structures:
7.500 sf
M,nwrum lot area:
75 feet
tvIininiu,n lot iridth:
7.11.2.2.
All permitted multiple family development:
%'Iini,nu,,r site area:
16.335 sf
tvIini,nu,u site iiidth: 80 feet
7. II .2.3.
All permitted non-residential uses and structures:
None
None
M,n,niu,n lot area:
tvIini,nun, lot width:
7.11.3.
Minjinu,,, yard requirements (see Section 4.2 for right-of-way setback requirements):
7. 11.3.1.
All permitted single family residential uses:
Front: 20 feet
Side: 7.5 feet each side
Rear:
7.11.3.2.
15 feet
All permitted multifamily residential uses (to be applied to side perimeter):
Front: 20 feet
Side: 15 feet
Rear: 20 feet
7 11.3.3.
For all permitted non-residential uses:
Front: 20 feet
Side: None, except where a side yard is provided, then a side yard of at least 5 feet must he provided
Rear:
7. 11.4.
15 feet
Maximum Height of Structures:
No portion of a structure shall exceed:
For single family attached and detached:
For multifamily:
For non-residential:
7. 11.5.
35 feet
60 feet
60 feet
Maxim,iu,,, lot coverage by all buildings:
10-11
ltimCreek
In addition to meeting the required lot yard. building height. landscaped buffering, and off-street parking
requirements of this Section 4.21. no structure shall exceed a 1.0 floor area ratio.
7.11.6.
Accessory Structures. Accessory structures shall comply with the same building setbacks as principal structures.
7. 12. In the Category E area:
7.12.3.
Minimu,,j lot area:
None
Minimum lot width:
None
Maxhnum height of structures: 35 feet
7.12.4.
Accessory structures: Accessory structures shall he setback a minimum of 50 feet from any parcel boundary.
7. 12. 1.
7.12.2.
Off-Street Parking and Loading Requirements for Automobiles. Trucks and Truck-Trailers: The provisions of Section 4.2 shall
not apply within the Category A or Category B areas in an MUD-I. hut shall apply to the Category C. Category D. and Category
E areas in the MUD-I.
8.1. Street Staging Prohibition: In all areas of the MUD-I. the use of public or private streets for the regular staging of trucks or
tractor trailers is not permitted.
8.2. Off-street automobile parking requirements:
8.2.1. In the Category A area there shall he provided the greater of one (I) space for each 5.000 square feet of gross floor
area of the principal structure or two (2) spaces for each three (3) employees on the shift with the greatest number of
employees.
8.2.2. In the Category B areas, there shall he provided two (2) spaces for each three (3) employees on the shift with the
greatest number of employees.
8.2.3. In the Category C and D areas, parking requirements shall conform to Section 4.2.
Private Roads Authorized: The approved MUD-I Final Development Plan may provide for certain roadways within the MUD-I
to he privately owned and maintained and not dedicated to the County. Private roadways within an MIJD-I may have restricted
access or other limitations imposed and regulated by the land owner. Private roads shall he paved to County standards.
Cargo Container Regulations:
10.1. Allowable Categories
Cargo container storage shall be limited to the Category A and Category B areas. Short term cargo container storage is
permitted in Category A and Category B areas. Long-term cargo container storage is only permitted in a Category B area.
10.2. Hazardous Materials Placards
Cargo containers affixed with hazardous materials placards shall he handled, stored and stacked in compliance with the
Federal Hazardous Materials Transportation Act of 1975, as amended from time to time (LITMA). and all applicable
regulations issued pursuant to IIMTA.
10.3. Restrictions on Modifications
Cargo containers shall not he modified or retrofitted for any on-site habitation or other use other than for the shipment of
goods in transit; except that within an intermodal rail facility in a Category B area, up to 30 cargo containers may be used
10-12
I'IumCreek
as storage units for equipment. replacement parts. air compressors and similar on-site property, and shall not he subject to
du rational limitations.
10.4. Cargo Container Setback Requirements
Cargo containers shall not he stored within a Restricted Area immediately adjacent to intersection of a public or private
entrance or intersection onto a public road . Such Restricted Areas shall measure 100 feet in width centered about the
entranceway and 150 feet in depth measured from the public right-of-way.
10.5. Cargo Container Stacking Height Limitations and Setbacks
In Category B areas, short-term cargo container storage and stacking (not to exceed six (6) units high) shall he permitted
in and adjacent to lift-truck areas of an intermodal rail yard, provided that such 6-high stacking shall not occur within 250
feet of the inside face of a required perimeter buffer as set forth in the MUD-I Preliminary Development Plan. Otherwise
within Category B areas, short-term cargo container storage and stacking (not to exceed three (3) units high) shall he
permitted. provided that such 3-high stacking shall not occur within 70 feet of the inside face of the required perimeter
buffer as set forth in the MIJD-I Preliminary Development Plan.
10.6. In Category B areas, long-term cargo container storage and stacking (not to exceed five (5) units high) shall be permitted,
provided that such 5-high stacking shall not occur within 200 feet of the inside face of the required perimeter buffer as set
forth in the MIJD-I Preliminary Development Plan. Long-term cargo container storage and stacking (not to exceed three
(3) units high) shall he permitted. provided that such 3-high stacking shall not occur within 70 feet of the inside face of the
required perimeter buffers as set forth in the Preliminary Development Plan.
10.7. Container Grouping Requirements
Cargo containers may not he grouped more than two-deep end-to-end, and such two-deep groupings shall he separated by
drive aisles of not less than 30 feet in width.
10.8. Paved Vehicle Use Areas Required
In Category B areas, all on-road vehicles entering or exiting a cargo container storage yard shall he restricted to paved
surfaces only. Each storage yard shall require sufficient constructed and maintained paved areas allowing all on-road
vehicles to enter, exit, load, off-load and maneuver remaining at all times on paved surfaces within the storage facility.
Other active use areas within the remainder of the cargo container storage areas in Category B areas shall he paved or
surfaced and maintained with not less than 12 inches of dust-retardant, all weather, compacted gravel material.
10.9. Signage Prohibitions
No removable fastened signage shall he displayed on any cargo container, with the exception of standardized safety
or warning information placards (including hazardous materials placards used in compliance with the IIMTA and all
applicable regulations pursuant to the IIMTA).
Secured Doors
All cargo containers and truck trailer containers visible to public rights-of-way shall he stored in a secure fashion with
doors that are fully closed.
10.10
II. Parking Field Land Banking in all Categories - Reservation of Onsite Area for Future Parking Needs: Parking Field "Landbanking" for code required automobile parking spaces is encouraged in the MUD-I in order to maximize pervious site areas
while accommodiiting land reservation for required on-site parking requirements which may change in the future depending on
changing site and building uses over time. Parking Field "land-banking" land reservations if proposed shall he identified as a
part of the Site Development Plan for a lot or parcel. The Site Development Plan submittal shall provide:
11.1. the number of total parking spaces normally required under this sub-section 7 of this Section 4.21;
11.2. the estimated reduced number of parking spaces reasonably anticipated to he necessary to provide ample onsite
automobile parking. along with a justification for the reduction from the required spaces based on specific project
circumstances and needs;
10-13
11.3. the number of resulting parking field "land-banked" parking spaces;
The parking field land-hank designation on the Site Development Plan shall include a geometric plan within the lot or parcel
indicating parking spaces which shall he constructed by the property owner at such time that a change in parking demands for
the use are encountered;
As a condition of the Site Development Plan Approval, the lot or parcel owner shall construct the parking field "land-banked"
parking spaces within a reasonable time after notifIcation by the County Zoning Official.
There shall he developed appropriate mechanisms for the enforcement of such obligations by the County Zoning Official
against the owner and property for non-compliance with this provision.
The parking field "land-banking" condition shall he recorded against the particular lot or parcel covered by such condition.
For Category B areas, at the time of installation, parking field "Land-banked" parking areas shall be landscaped in the same
manner as front yards as outlined in Section 4.2.
The landscape parking area requirements of Section 4.2 shall he applicable to parking field "Land-banked" parking areas
within the Category A, Category C, Category D and Category E areas at the time of parking area installation.
12. Supplemental MUD-I Parking Area and Landscape Requirements:
12.1. Landscape Plan Approval Required: A landscape plan meeting the requirements of this sub-section shall he submitted,
reviewed and approved in accordance with Section 14.13 or each individual parcel within the MUD-I. The landscape
plan shall contain final plans and specifications for buffers, setbacks, green space, landscaping and required yards
12.2. Automobile Parking Area Dimension Requirements:
12.2.1. Off-street automobile parking areas shall he paved in accordance with County regulations.
12.2.2. Required automobile parking stalls shall have dimensions of not less than nine (9) feet by 18 feet for 90-degree
parking lot designs. For angled parking. dimensions shall he in accordance with the Institute of Transportation
Engineer's requirements.
12.2.3. Drive aisles in automobile parking areas shall have a minimum width of 24 feet for two-way traffic 110w. For
drive aisles associated with angled parking. dimensions shall he in compliance with the Institute of Transportation
Engineer's requirements.
12.3. Parking Area Landscape Requirements:
12.3.1. Automobile parking areas within the Category B areas shall not he required to have curbed or otherwise
landscaped islands and shall not have requirements for perimeter or landscaping.
12.3.2. All automobile parking areas within the Category A. C, D and E areas shall he landscaped in accordance with the
following:
12.3.2.1.
Required Parking Lot Islands: Curbed. landscaped islands shall he provided at the end of each parking
row intended for automobiles. A maximum of twenty (20) adjacent parking spaces shall he located in a
single parking row for automobile parking without a landscaped island.
10-14
12.3.2.2.
Required Parking Lot Islands and medians shall be minimum of eight (8) feet in width as measured from
the hack of curb to hack of curb
12.3.2.3.
Perimeters of parking areas shall he landscaped to a minimum depth of ten (10) feet from hack of curb.
12.3.2.4.
Each Required Parking Lot Island shall he improved with landscaping and one (1) tree which shall, at
the time of planting. he 6 feet high with a 2" diameter at breast height (DBII).
12.3.2.5.
Adjacent to drive-aisles, the ground cover shall he maintained/mowed between ten (10) feet from edge
of pavement.
12.4. Landscape Requirements for Yards (non-residential uses):
12.4.1. For linear yard frontage, greater than 1.000 feet in length. tree and shrub groupings shall he randomly
incorporated every 300 feet on average. Groupings shall he spaced greater than 100 feet apart.
12.4.2. For linear yard frontage, less than 1000 feet in length, a minimum of 3 groupings shall be provided. A grouping.
whether comprised of trees or shrubs, shall consist of a minimum of three large trees (2" DBII) and five shrub
plants (1 gallon).
12.5. Building Fou ndation Plantings (non-residential uses):
Landscape areas within 20 feet of building foundation shall he landscaped in one of the following manners:
12.5.1. Option I:
When native landscaping is elected for use within areas adjacent to building foundations, short
grass/small area plantings and shrubs shall he used. "Native landscaping" shall mean landscaping pursuant to the
Florida-Friendly Landscaping Program.
12.5.2. Option 2:
Non-native standards may he used which consist of traditional small tree and shrub species. When
this non-native application is used along the Street facing elevation of a building. trees and shrubs shall he
provided in planned clusters in accordance with the following requirements: For every one hundred feet of front
building façade (excluding areas of ingress and egress) a minimum of one small tree (1" DBII), five large trees
(2"DBII) , and ten small shrubs (1 gallon) shall he provided.
12.6. Storm Water Management Area Plantings:
The side slope areas of detention and retention basins shall he appropriately landscaped. The area of the shallow
safety shelf and areas consisting of wet bottoms in detention and retention basins shall he landscaped with
appropriate landscape materials.
10-15
rth Florida Intermodal Park
Sec. 4.3. - "CSV" Conservation.
4.3.1
Districts and intent. The "CSV" Conservation category includes one zone district: CSV. Lands within this district are
devoted to the conservation of the unique natural functions. To conserve these lands. no use other than non-intensive
resource based recreation activities and native vegetative community restoration shall he permitted.
4.3.2
Non-intensive resource based recreation activities.
Native vegetative community restoration.
Existing dwelling units.
Churches and other houses of worship.
4.3.3
Permitted accessory uses and structures.
I.
Uses and structures which:
a.
Are customarily accessory and clearly incidental and subordinate to iion-intcnsive resource based
recreation activities.
Examples of permitted accessory uses and structures include:
2.
Forestry stations and scientific stations for the study of the natural resources within the conservation
a.
h.
c.
4.3.4
district.
Residential facilities for caretakers.
Boat docks and boat ramps.
Prohibited uses and structures.
I.
Residential uses (except forestry stations or scientific stations for the study of the natural resources within the
conservation district and residential facilities for caretakers).
2.
Any use or structure not specifically. provisionally or by reasonable implication permitted herein or permissible
as a special exception.
Special exceptions.
(Sec also articles 12 and 13.)
Recreational activities, such as campsites and similar uses.
2.
Other similar uses, which are compatible with the uses permitted within this district.
4.3.5
4.3.6
Minimum lot requirements. None, except to meet other requirements as set out herein.
4.3.7
Mininium yard requirements. (See Section 4.2 for right-of-way setback requirements.)
Special provisions. The location of any structure (except permitted docks, walkways, and piers) shall he set hack a
minimum of 35 feet from wetlands.
The location of any structure (except permitted docks, walkways, and piers) shall he Set hack a minimum of 75 f'cct from
the Suwannee, Santa Fe and Ichetucknee Rivers.
The location of any structure (except permitted docks, walkways, and piers) shall he set hack a minimum of 35 feet from
all other perennial rivers, streams and creeks.
4.3.8
Maximum height of structures shall not exceed: 35 feet. (See section 4.2 for exclusions froni height limitation.)
4.3.9
Maximum lot coverage. No structure shall exceed a 0.5 floor area ratio.
4.3.10
NI inimu m landscaped buffering requirements. None.
4.3.11
Minimum off-street parking requirements. None.
Piepaied by Mooie Bass Consulting -July 2012
10-16
11-1
11-2
Preliminary Utility Service Plan
Ptepaied by Moote Bass Consulting - July2012
11
JULY 23, 2012
MIXED USE DISTRICT INTERMODAL
S
--I-
I-'
US FOREST SESSION
APPROXIMATE
LOCATION OF ROADWAY
CXX RAILROAD
\\
APPROXIMATE
LOCATiON OF ROADWAY
CONNECTION
I
NW
0
COHN ECTION
PHASE
C
C
z
:1
cAy
PHASE
TIMBERWOLF
rAVENUE
CATEGORY A
CATEGORY A
APPROXIMATE
CATEGORY A
INDUSTRIAL
PARK
LOCATION Of
ATEGORY E
PRIMARY
OPEN SPACE
ROADWAY
CONNECTION
CSv
IIDU5TRIAL
RDUS!RIAI.
PARK
PARIS
CATEGORYE
PRIMARY
OPEN SPACE
_,I---E_r.
V
CAY
ZONING
CATEGORY
MUD-I
DISTRICT
ACREAGE
DESCRIPTION
INDUSTRIAL PARK
CATEGORY A
% MUD-I
DISTRICT
CATEGORY E
PRIMARY
OPEN SPACE
ALLOWABLE
RANGE PER
FLUE POLICY
112.3
CATEGORY A
INDUSTRIAL
PARK
ONSITE PRIMARY ROAC WAY
0-
CATEGORY
PRIMARY
OPEN SPACE
53,7%
1305
B
0
101
4.2%
COMMERCIAL / TRANSITIONAL
20
0.8%
CATEGORY C
TOTAL NON-RESIDENTIAL
58.7%
50% - 85%
CATEGORY D
RESIDENTIAL
120
50%
5% - 40%
CATEGORY E
PRIMARY OPEN SPACE
882
363 %
10% (MIN,)
2428
1000 %
N/A
CONSERVATION AREAS A. B, C & D
194
N/A
N/A
GRAND TOTAL
PHASE I AREA
SUBJECT TO COMPLIANCE WFTH THE LANDSCAPE REGULATIONS AND BUILDING SETBACKS SPECIFIED IN 1}E
MUD-I ORDINANCE FOR PURPOSES OF THE FAR CALCULATION THE FOOTPRINT AREA OF ONSFrE POLE
BARNS AND OPEN AIR STORAGE BUILDINGS (UNDER ROOF) SHALL NOT BE CONSIDERED FLOOR AREA AND
SHALL NOT BE INCLUDED IN THE SQUARE FOOTAGE CALCULA1]ONS RELATED TO THE ALLOWED BUILD-OUT
CATEGORY A
INDUSTRIAL
PARK
PRIMARY OPEN SPACE SUMMARY
485
cATEGORY E
PAR0
IASE
CATEGORY F
PRIMARY
OPEN SPACE
CATEGORY R
RESIDENTIAL
OPEN SPACE
CATEGORY A
INDUSTRIAL
PARIS
APPROXIMATE
LOCATION OF ROADWAY
CONNECTION
% PRIMARY
OPEN SPACE
ALLOWABLE
RANGE
55 0 %
N/A
UPLAND AREA WITHIN PRIMARY
OPEN SPACE
397
45.0%
100/s (MIN.)
PRIMARY OPEN SPACE TOTAL
882
100.0%
NIA
e
NOTES:
FLUE POLICY 1.12,3 (HURRICANE BAY)
FACILITY OWNERSHIP AND
MAINTENANCE
BUILDOUT MAXIMUM ALLOWED:
I
S1ORMWATER MANAGEMENT FACIUTIES HAD BORROW AREAS MAYBE PROViDED
WIThIN HE PRIMARY OPEN SPACE OR WiTHIN HE VARIOUS PAiD-I DSSTR CTh BASED
ON THE ANAL DE S SN
2
ONLY ONE Of THE TWO OFF-SITE RAIL SPUR COFWECTIONS TO THE EXJS11NG CXX RAIL
USE Wib BE CONSTRUCTED BASED ON F HAL DESIGN
PHASE 1 MAXIMUM
ALLOWED (THRU
2014)
BUILD-OUT
MAXIMUM
ALLOWED
INDUSTRIAL USES
3,000,000 SF
8,000,000 SF
3.
LOCATIONS OF ON-SITE RAILROAD ALIGNMENTS MAY VARY BASED ON ANAL DESIGN
COMMERCIAL I RETAIL USES
10,000 SF
100,000 SF
4.
RESIDENTIAL USES
N/A
300 UNITS
TWO OPTIONS FOR HE INTERN400AL TERMINAL ARE SHORRI OR HIS PUAN. HOWEVER
THE CATEGORY B AREA WITHIN HE LUND USE SUMMARY INCLUDES THE AREA OF THE
WESTERN INTESIIOOAL TERMNAL ONLY
USES
MAXIIEJM FOR THE MUD-I.
WETLAND AREA WITHIN PRIMARY
OPEN SPACE (TO BE PRESERVED)
PRly ROADWAY
670 ACRES +1-
AR-_AS, THERE SHALL BE A MAXIMUM 046 FAR. WITHIN ANY IM)IVIDUAL LOT LOCATED IN THE MUD-I,
ACRES
RAILROAD RIGHT-OF-WAY
2622 ACRES
PROPOSED FLOOR AREA RATIO (FAR.) STATEMENT: WITH THE EXCEPTION OF CATEGORY D
DESCRIPTION
A
AIDUSTRIAL
PARK
PROPOSED ONSITE
ONAETE
-1
MUD-I DISTRICT TOTAL
APPROXIMATE
LOCATION OF ROADWAY
CONNECTiON
PARK
CATEGORY E
PRIMARY
OPEN SPACE
1426
CATEGORY
CATEGORY
PRIMARY
OPEN SPACE
SENJSTRLAL
CATEGORY A
INDUSTRIAL
PARK
N/A
cATEGORY
A
INDUSTRIAL
PARK
XI
CATEGORY A
INTERMODAL TERMINAL (OVERLAY
DISTRICT PERMITTED WITHIN
CATEGORY A)
CATEGORY A
INDUSTRiAL
PARK
CATEGORY F
PRIMARY OPEN SPACE
LAND USE SUMMARY
CSV
I
CATEGORY A
INDUSTRIAL
PARK
PROPOSED ONBITE RAILROAD RIGHT-OF-WAY
VCATEGORY B
-
CATEGORY C
COMMERCL&LI
TRANSITIONAL
JL U&HIOIIWAYSO
I
--
APPROXIMATE
LOCATION OF ROADWAY
CONNECTION
APPROXIMATE
LOCATION OF ROADWAY
3
GRAPHIC SCALE
--
T0500T1505
APPROXIMATE
LOCATION OF ROADWAY
CONNECTION
lEN
EN
COENIECTION . -
US FOREST SERVICE
THE TOTAL NON-RESIDENTIAL BUILDOUT MAXIMUM INCLUDES 8,000,000SF OF
INDUSTRIAL AND 100,000 SF OF COMMERCIAL BUILDING AREA FOR A TOTAL OF
8,100000 SF. THE TOTAL NON-RESIDENTIAL LAND AREA 1.426 ACRES. THE
MAXIMUM BUILDING COVERAGE o 13,04% OF THE TOTAL NON-RESIDENTIAL
SITE AREA.
FACILITY DESCRIPTION
PUBLIC ROADWAYS
ENTITY
COUNTY
PRIVATE ROADWAYS
P.O.A.
RAILROAD RIGHTS-OF-WAY
COUNTY
5.
LOCATIONS OF ON-SITE ROADWAYS SHOWN MAY VARY BASED ON F ML DESIGN
COMMON AREAS I PRIMARY OPEN
SPACE
P.O.A. OR
COUNTY
B
TYRE ROAD TO REMAIN OPEN FOR PUBLIC ACCESS IRTIL SUCH TIME AS A SUITABLE
ALTERNATIVE HAS BEEN CONSTRUCTED AND DEDICATED TO COI1A0A COUNTY
STORMWATER MANAGEMENT
FACILITIES
P.O.A. OR
COUNTY
7
FINAL LOT SIZES WiTHIN HE MIXED USE PROJECT AIU VARY BASED OR MAREET
DEMAND AND HE SPECIFIC NEEDS OF END-USERS
&
PROJECT PHASES SHOWN ARE COF4CEPTUAL AND MAY BE Drv1DED INTO SUB-PHASES.
PHASE LI4ES ME SUBJECT TO CHANGE BASE) OR VO4AL DESIGN,
P.O.A. o PROPERTY OWNER'S ASSOCIATION,
COUNTY = COLUMBIA COUNTY
e
e
JULY 23,2012
MIXED USE DISTRICT - INTERMODAL
PRELIMINARY UTILITY SERVICE PLAN
Ut 1011111 llOyd
ONCIOLA NATIONAL 101111?
ESSTEG WATENWJI_ - - --
a
-
lit FONtS? SINVICS
OSCIOLA NATIONAL 1011117
I
GRAPHIC SCALE
LFTDTATPJI
N. I L P. P.
OAWTIT
Ufl 1011(1? IUYICI
ONCNOLA NATIONAL FONtS,
I
ETL7SINT GASMUI
ENTSTEG &GHTMY
ci'
ERSYWO EUITAPYSIORK
RSICEAAU4 (IOASPTRT
1*7 DTAT
TP90 WATB1 MMA
_JLFIWY!
ATEDORY C
couEGI,aJ
N. L N N. F.
7SANSm0NAL
CATEGORY A
INDUSTRIAL
PARK
PROPOSED ONVTE RAILROAD RRKIT.GP.WAY
-j
WATER 11*11
CATEGORY S
ERMOOAL
TEIPl*i
PRINAKY
OPEN SPACE
NOW
CATEGORY A
INGOUTRIAI.
CATEGORY A
IND(JETRIAL
PARK
ATE9O
INDUSTRIAl.
PARK
CATEGORY F
PRJNARY
OPEN SPACE
10111 WATIN NANAGININT OlITNICT
ATEGORYA
CATEGORY S
PRJNARY OPEN SPACE
INDUSTRIAl.
PARK
CATEGORY E
PLAN CNNNK TI
PRARY
OPEN SPACE
CATtOORYA
INDUSTRIAL
PARK
OIEO WATER ESTE?I
CATEGORY
CATEGORY S
PRINARY
OPEN SPACE
TO EXISTiNG OTT SYSTEM
A
SIOUSTRIAI.
PARK
LEGEND:
EXISTEIG WATER MARl
EXISTSIG lEVIER FCE MAR
ICTEGORY
CATEGORY A
INDUSTRIAL
PROPOSED OPISITE
PROPOSED WATER MAR
LAOAD RIGHT-CF-wAy
PROROSEX WATER
PROPOSED SEWER MAR
CATEGORY A
INDUSTRIAL
PARK
NOTES:
T)
JTRKARY UTIJIY SERC( PUN CONCO'ThAL AM)
SIBEECT TO CHANGE BASED ON FINAL DESIGN.
lEERiNG ALL PRSAD USES WITHIN T)t DEWLENT.
SANITARY BEV.ER PRAS*IG ThE PUN FOR PRO%SE"IG SAWARY
SEWER SERVICE FOR ThE NT1AL PHASES OP TIE PRO.ECT
ROUB)ES ON-SITE CGIIECTEW AM) PftI1A3 P110 ThE EXISTWG
CITY SEWER CGI.LECTEW SYSTEM LOCATED ALONG U.& HQWIAY
VIDUSTRIAL
PARK
PAR.I(
E)GSTWG GAS MAIN
SANITARY SEWER SERVICE AtE BE PROVT)ED BY ACENTRALIO
CSIITY OR REGIONAL LFvSE SEWER SYSTEM CAPA&E OP
A
CATEGORY F
PRRIARY
OPEN SPACE
CATEGORY 0
REWENTIAL
CATEGORY E
PRISAKY
OPEN SPACE
ROPOSED SEWEM MAR
\
I
CATEGORY A
INDUSTRIAL
PARK
(
S
CATEGORY S
PRJNAKY
OPEN SPACE
z
PLUM GNhIU TI
I?vB.
WMPFRIOTIR
TATRIT
90
4
AlXxncXlAt GIl-SITE SE
A
PROPOSED GIIS1TE WATER AM) SEWER LOCATKWE ME
GEMRALLY PiTETCED TO FCALOP ON-SITE RADWAYEL
P1*5' STATiONS MAY BE REQLRD
BASED ON PRO*CT PHASEIG.
w
IttUt TflJ
N
Qtioot.
r._a-.
USC DUTRCT
112
Site Analysis Maps
12-1
Map Showing Existing Topography
12-2
Map Showing Existing Floodplain
12-3
Map Showing Existing Wetlands
12-4
Map Showing Existing Soils Data
12-5
Map Showing Existing Aerial Photo
Prepared by Moore Bassconsulting -July 2012
12
7123/12
c,J
\
2'
:1
--'
fl--' ---r-----i
-
r
r
--
\,
-'-'
\i,L__.
--..-..-.--.-.--.----.-'--------..---'"-"---
--.
"III"
'l'llI',lll
"HIll,",
',,,l,ul'u,i
-V.
I
'l'll,'uh'I
"Hull
0
______J_ -
[
:-
Je'
H1
I
S
L
.1l
11.11
H
LEGEND
EYJ3TPG ccIiT
194
E51I4G
LIE (5 FT I(TERVN4
4TR LIE (I FT I4TERVAL)
I
s_fl Tm_f
TOORAPIIC SOUR:
TOPCGRAPI*C IOMAT SSl EE
I
I
TOPOORP1IC UAPP*G PROYUE IV SOJT
o. -
GRAPC CAL
IMP*G, DATB
--I
8AD L1M
TOAm
SOLR
124
7/23/12
(o
r
C
/
1
C)
-------.#---
i
--
-L
lIuu',uulu,
"I",'.
LL-- -
LI
uuuIft,u"
uu,uuIuu,
uuuIHuuuuuu
uiuuuuuflu
"us,"',
II_
II
.:i
(0
)
-
_,__vs
-- -'/
:
..('7
-.:-
/ ,'
I
- .LL
M3
/
ac tnCS..
T'3
LEGEND
OfA-STE ZE A ft000 hAZARD AREAS PER FBAA F
P
MAPS
I-
BASE F1.OcC EI1VATRS DETD
OflrSITE ZE A F1.000 hAZARD AREAS PER FEMA FI1 MAPS
P
*
BASE F1.O, ELEVATMS DETD
a-
i
FLOOA
MAP OQR
GRAPHIC SCALE
FLOcXIPLAI RFAT
FEMA FBö PANEl.
S}OMI 'ERE
TAaN FR
12Q23C A?C 15Q33IOC
7123112
c,J
---
tt
)
-
----:
1
I
I
-
---------
4
"S
I
""'ul"
ullIulllull
I
"Hull,",
S.
'l'luluulluu
'I',uuluulu'
-N
. !"fli'
h
I
M3
LEGEND
-
L_i
a
NAP $O4C
EXSTP
1.
a
WEflAMJS S4-'OA4 I-Bl ARE TAREN F1 fl
V4ET1.M
Da,AT1ON BY 0ROVE. DE*BS & ASS.. DATE O1--12
TLNB) DELIATEN BY SGIJT)AST 0EO0Y. UC, DATE 04-12-11
V.TL'J() RREY PRF
GRAPHIC 9CAL
o.
FaL(YA,IG SOlS
TLNB) RR.EY PERF
BY D4A1D LEE & ASS
I, DATE) 11-lB-Il
e
_t, yqys1
WL
BY LO BRJ.EY LMD SJRvYE DATED 03-Z)-l2
12-3
7/23112
I,
_.: - -
::------
--
I
-
I
UhulIuuull
I
iiuuiluliuui
.uIuJuuuHuI
I
iiiiuuiuuiul
-
.
-,
-
I:
I
\,
SOILS MAP UNIT LEGEND
iiILl
9S MP LHT
I
v ii
s-eel TITlE
EST?G SOIS
&ATON
Tht 8.CS 8S SThUY FOR
I
I
0--
GRAPHIC SCALE
TMi FR4
AI
LA
$IITY
124
12-5
Flu rnCreek
i rth Florida Intermodal Park
-
- rn_c. .
Overall Boundary Survey - 2,622 Acres
Prepared by L.D. Bradley Land Surveyors
June 4,2012
Sheet numbers from ID Bradley survey
Sheet 1 (Overall Key Map)
Sheet 2
Sheet 3
Sheet 4
Sheet 5
Sheet6
Sheet7
Sheet8
13
T.S.p 4 S.411. R,' IS 8
S,80.I II
6,0,9 - P.47. 0,1,6.7 2l-35-16-18332-X0
T'or.8 309 l..I II 1. 01/4 .445. 4304/4 b'9 5,411, .4 30 t go rn/a v o,. 481/4 50'g
y
'9.
506 4' .4. P.,2. l.,.', 01 0.4.-a'. 0.'14. .1,9,. S 0"nW r. *89 414
8.". 0' 664 9449 6'S 0.441545.4 *'.4*',2 C, I4.'.41p 4 58,11, 6245. 451..1. 0.04.40',
09,414. 14002,. 0O1'g 1SO4492 0. 4oI0s
SI/2 .'O,. MCl/I 54,9 S1247 01 US '43 90
111. Si/a - ,.. r, ,i 24. '230149 1*4 84'6.0 &
,)L4.4l..,00yt.C30'.6000y,.2..0190981074,.I8l2.r.242..a
I) L04a .,,,'.d
494 p.s.
61 0112,1 ......8.5 III P.9. 58' 61 'J'. '0t4 4244.01 CS,.. 0.411,. fl.,.,
*1.1.142 .1 2451.97 4,.?: 45,',,. S 911549' r. .s.44'., 8' 194438',,I 1,. .12,14.14800,1,
2' 5.43,' 44. '*44805 3 5400'. 5.45. II 1,91, 0.0,66 04.117 1*24 Sd 981:96,299 .4'
5201, 14
0,02 9.1.9...','? 45.1.124 *6 4.99,18.2 ., 05 08,4 921. 4496 581
It. 445,84 9'. *4 548594 4. 0*44.4192 S6644,. 3.49. IS 14.?. 0*6449* 0*.l44y 1424*., ,'.,
S.654, 32,
'5"r34
9,5'. T P,',12 0,04.1 32-3S-45-10335-XO
,, 59*10 61 ,S0
1.6.40.4110.6'. 0*104 98 86 58 11041.,
45
244724'.. 4 40:446. .4 52953? ..........., .4 81. 5._1011'. .' .22 5.0181 3. T..,.'l,4
S.d.' 33
NIl'. 0.4 P.a 0.14,6.1 33 as '9 iossi 040
47. 56444 ,50401Sd4,4,140546.0l;7133 4.91 4
Al 5449 50441 II 44 Hfl 90:
0.4 444
7011 0404440*8005 43 34., 6' 26045602 4 08 06,9 515.
l6 41,,,0.. 34.45 'S 0330
1..t 0., 'd 028.94 34. iS..,., 11.61. .5
P.41.1 6
6
1l
P644 4' 0.9441,9
8.0(662
I4 44. [9
"4* 44.8 )0.oIy 9.,4.,,64 0.'o.,, 14'? 06.d 426,6,8*01. 44 1,44 Sg.? 44543) 3449 *59 0.49 I
14860*4, 22. 4.4......3 5845. 2.'ç9 I9oE 42 5.o11.,90.,d 5. 48*7009 0 So,:,. 691'.6 44
r,.,. 0*4.4.8 00.176 11412.. 8&'2 3.8665.2 .4 1,80... 614'ç 6 42 54., .4..n'19 .4 049 /04 20
.144 5.6184 4. 5 633534' C,
4.1,40. 61142,50
8.,,,.. .4 451 29 49.1, 40441,. 5 492004' 5
5.015. 59491 II 40.1. 4,,,. S89'0950'6. .291,,,. .4 29.0.02 48.14. :5 5.0408.8144,4.-li
I 92
S.,?,.' 44.
04 8..I 2
4' 5,0?,,' 0 t,.,s'. 4 S44,l, 4449 IS 1141?. 01444.51,
619101 9.,1 *41.., 4446415 .65 5*4* 919. 5 441 407' 8. , 281,,,. 61
S
144.184,4.45.404 $ 23045*'
30.53 4.241
8040'. 5 450304' 5,
14.4.',. 04 20.21 48.61 45840. 0 650233' 4,
'
8.1646. 91
.94. IS' 0 5444421' 1. , 0642,0. 4'
0.?'1 61 I 10.54 lli I0.,. S 271 roIl' ,. 4 494149 4'
.4
05.59
I50.9S 4.214 61.44. 5 3012050' 6, * 4.51,2 91
109,33 4994, 1191184 5 221022' 2.
153.43'..tlM',. S 0.44532' r. . 4
21.161.1. .1 52,041.8. [14.44. 5,10145' C. 2011104 4'
IS1.I? 0.24. 9014. 1 0032411' 4.
04.35 l91: 47,14. 5 10231! 2. 9964',. II I0I.21 i44t *4.46.S 033041' 6, 4.51
2I4017.*'t#.903?4, ,'61,,4l2 S.
4144 64
0.84,,.'?, 21 0'. 56,01,,,,. 64400' 61 0.0*, 0. 9804.58 8 S4,0'. 4,49, 9 40.4. 0.0,195 C..,ty
fl1.144: 14241. 4, 47054,30' 4* 91449 58,1,4, 4, 5 SgS2.IC 4.2812,,. 64 496.70 44446016
6.41.1(6. 8' '79 00. (004147 4.174402 444249 1,41 36,4. lç#-.2',41. 00 16.4 50,1 '6 8*y) .14
4. 693441 S.2'512 141.41. 2p04I'19 SOdS,,'. .442'2 .....54410.34. 09r34 .44 54.470417
.,b42.d 5, . .1,244 51,4, b'.
484.74.04
Ii. S. .0. bl21 04. *,.i 542.90 6.1 .49 0, 51/3 .4 47. 044/2.
'..1,'o.34,t,.,'...l'"3s'Ir:'1.,24,,?M,'o,'.,doo',4...:.n,,7'v 44,14._i.
6'O 6444 .451.432 97 * ,',.d .0',lh,'.$55Ol'42' 0, . 901614. 14 104*5 19641 i44'l
42 45. .6*,, O.'g 44.'. 864146414.14 44.40444
Ap..,.,l6,.ly,g,',,24g,5,Ui,..4i32,33,,,,434.T'.4..1,4So.Th8.4g.iUC..I
00.444,9 004414 1.412*. 4*49 24.47402 .. 4*.9
9.94.
.1 45. S.61S..I 0,',.,,' 5..'3,, 5. 009.8180 St, R.s9. IS 02.4. 001.040. 0.4.14 1.30.
S 515........ .4.', 111. 5._I, 9* 61 *6 5.44.' 3. 4 94.1,.'. ,' 345.93 I..l. 6 474.
4068 0.61,4. *1 0.8.7.129 0.4.17. 8424,.. 11974. 26721145 .49 S*A' I,. 4140 4'S. 1_I 1.4.
0442412 52415 5... III? 4,5. 2344. 5 042(05' 5 029
2349. IPO'46 4.5.0,45 5112 4.9,411 84,4.2
1Vl0'0i48, (.1.74. I' 12125 1.61. 1.',. 9 40144'fl' *
*44 02 19,1 0 4'. b0'i'g 41249,05.0944449,0.411.44, '414494 '42.. 40 02424
.291 5 . 2,421*..5 2592.43
44, 8,51 814. 4' 949 0434.. 8.4,5 48.4 44I
'c.
CII,'. l.4,'4, 84.9 iii? P.5. 2445. 22 92': .3, 69649 4, 2', 5.684 961. II .142 $40., 3.
19.6.411
5.46 349 IS 1.47: 30840.2.9.10,9 .414 5.49 .04 042 44 .9 59*61 34. 44 590684
*1 ('21.048 04.57, Fl.".,. '4..'. d.p6' .22 S.o?0 24.4,2 ......... 49'. 44.44 0'41681
p. 5,1' r,,. ,' .42 044,9 49424 60,0 .37 '.ç. Sn'. S sf21240 8. 4.,' .114 5.'. 93..
24 P74 08'. .84
96 544085 iI 14 II. 4.l11'.4*1 05491 .1 40 59504141 5.98'S 8444
SI',. P,S, 4.0,43, .4 0.8446. 0.0444. 942-2,. 24.84,. 2.'t 42 50417 .44.4.2 41
479 4840.34 .1. 04.414 01088 3.40,2. - 681 4
24?. 5 sf24128. .14.44 .44 0.44444 9240
4,909:5 3 5,_U,. 4,1,5. ii [.4. 0.4,4498 04,.?? 41419.. lI.41 9.441,23 .40 901:4.44 II. 842
9... 0,. .4.144 S.0i481 34. 9 004224' 8. 4949 .4:3 4.. ,110 t1444.i 4394.90 91119
9.1.1,.
6498 242 64
.4. S.4145.4.'.S.,'86i/4. 5 587413414 ...4119 64 5lol, 1,'.
'.5.32/4
[2.,, 548 6,,. 194: 60': 4.9.414, .414 5.446 ' 662 .4 "9 0.11 844. 8' .412 0'Sd 4.430.
56* 515 P30. 593. 9 014441' 0. 09'2 .414 84.1 .4. . 61.1,4.. II 538341?.'. 48 CM 52.24.34
449111,' 80,4 07. .4 25 II.9S. 90 (8., SIll. 5,24 3.623',.'? 69'? .4 4,1 2922, S.d8'l 2204.
441..d 24. 05611.4119 0. 3051. 0,46,8 516:, 5'glI .I8) :5614? 2.9.31-9 .I2 890 59 4.2 .4
:;
00 .41 I. 61. .297 Z'14.,,,,. 4,411345,l4.i
A..l* .4
.41 .412 ...........24 473821', 4.44. 1,511... .. ,06 5044.14 5340' 01
044 0? ..d ,,,. 42I4,o* .4 55939 .01. 9412 'O 6099 .44,914*2 94 9 0444 ,60,4 9*449 9
294403' 5 4 1044.170 8' 382.94 4.544 0,440. 40 ars,130' 81 . 4147,'
2' 84004 19.146
.13130', 07044. 0' 8 .', gI 502 0,195, 2.49'104' 2I1454 4141. 562 *148099 .,8:6416,0 54
8241 *00' 94916 9 475555 8. 4 447.40. .1 ii 4.41 '.00 3,*' 40 3610740' 5. 824.1,.
43249 l.,i 44 ?t_ b..4g 94 0064.. 494*lO S,,161. 50*419 ..,. 04 40 4..i 0.0.1
00*414 4, 21013'..' I.ifl. S'.04611961,40,,., 4.46,49 94,444*.:. 06.'.......44 204424
498*92 9 40.00 493 II 4019308'? '38404 4.04 240 0' .014 0514*. * 8.1.18.01 214.95 '.04,
.412 610 612.9 .bl84O.4 60 * 06.74 .810, 5,.,. 6 780465' 5. . 918.441,1 23141 1,24: 11.40, 9
13314?' * 2 01.1..,. 5' 12158 1.,. I, " 6.424"34 .4 4 607,16. 44')C,1.
*.4.:. 0,08.9
6816 .8 140.01 Il
1.490 I' 2240434'. 0144,. .4104,168' .4.2 6.44*. 4 .5:.',,
*1 281444 4.91. .0,4 410 6.119 .l0I,14.d 91
1SP,b243.0441. 411,1.4,8 060,6y.114.'S.t',1*.4090.,9.490..?14.,,4,I.0'4580'
#9011 01 9991111454 *9',. d.p.l(g .1.4 4,6,08 II,., 0
'8404' 1, 94'l4l40 01
14430l4*n.31,4,.$2I'4?'2 C,.14.44.o..lI,119...4*44,o.65e02'44' 5,.9.lr...'
30.49 I..'l 4,.o. 5 604441' 44, 14..',. 64 111.03 1.41; 81.,,. 0 664429' 44, .
4'
38.51 '.51. l734 S 552004' 2. . 994.',. 04 114.451..['. 0,094. 5 4122,42' 9, .45514. #1
113.35 4*: II,,,. S 255462' 0, . 14.52.6. 6' 80.00 '.90 45.46. 9 403959' 4, ,,.',o. 6'
31,54 40.7 39306 S II'27'35' 0. 1811.741 66 24445 52.1, 4446'6S 474050' 44, 2 284434 4'
234.52 0.44. II.'.. S 2344744' 4, .
4' 244.571..:, 3444 5 05,1101' 4,24..,,,,
IS2.I844. 419,0.9 813254'S, 4 4.4,',. ,' 138.9*4..5 10*44.5 0l'4513 9, .4.544. 86
42134.4. 442,4.5 II'33'7I'*. * l*I,'4. 44 133591.4. 01646.5241541' 8,1 96.1,44. .4
*1'49 ,' 42714 '8911 190'.. $ 679214' 8. 6 01.0.7,7. 4'
I'. r..t 942 4' 06l414i6 .4*840910.4 0' 3842,1 560063 500. 021.
5434 4.47, 4Po'44 5 1442421' 8.
8. * 4114644. II 440 41 18, 144O S 931544' 8 * 2.44.04 4' 529 SI 78.1. '5*'9. 5 158331' 0
59518 I..!l :540O S 11,4400' * 3.1,144. 4' 440,40.211 048148 5 64,2143' 0
41 134.13 44*1 ..9.'09.19 .064.4083 [44 41.,. .048 64.4. 5 312234' 0.,2I.I.14. *1 IX 94
.' ..'4 $461.4 23, 5 0I'?SaS' F, . 211,44. .4 441.20
44,4431' 8, . 291.44. 4' 4408.15 '..t I, 14. P,I.': .1 0.4,1249. 204.,. 269210,9 *S..011.34
84 8,4 6',., 5 514525' r, . 2304,,. 64 494.45 14*1. 45,090. 5 582010' 0 9 4,241,84 2'
I 94.444. 01 219.82'..I''.24 S 54,1115' C, .1St: '16 II
87.!? .641 47.87.
99,43 1.94, '8406
101.1* '910 429404
6150145' 4,
13142 5981; [52439
312*3 19121 449409
2.3505' 9, 9 4154178 61 AIS.04
59.54 I..15 083..
5114 l.t; 4,4.44.
69.58 4941; 34,1,
171.01 4941: 4404*,
SnaIl r t, . dl,',.. 01 40124 18.1, '.. 5 264925' C, 4 44444. 01
4444705' 4, ,2..1r0. II 432,92 19841 14.48. 5 011231' 8. 9.1,46.84
IrSsoll 6, I 241624 61 461,0I 1.44; 998.. S 035749' 8, , 411.44.11
14,8,644 5 2121*3' 8.
A PORTION OF
4.1.16. 61
47I503' 44,84.1.8?. 61 44020 1.80, 104.0.5 274401' 44, .4.t.,
SECTIONS 31.32,33634
Sl'$S'40' 6,
074504' 44,
I
TOWNSHIP 3 SOUTH. RANGE 18 EAST
AND A PORTON OF
3?
934.4.8' 402.02 4.85 ?M46 5 0?'45'44' 2. . 9.45,0. 41
21210,0. ,t 422.49 41.1; 0.1,. S 18'P'fl' 8. I 14.?I,4. 04
SECTIONS 3,4,65
TOWNSHIP 4 SOUTH, RANGE 18 EAST
COLUMBIA COUNTY. FLORIDA
081240 5. 2146146 II 45118 1.44, 41.44. S 115459' 8. . ,'Il,fl6.
34'18'48' 4. . 2141,,,,. 04 42191 4.00 47.,,,. 5 074211' 8. . 411.403 II
.*I, 14.48.5 34120 II 8. 4.1.1,.
8052740 5. o 411,403 II
281108' 8.
142.11 4.96, 1140.4.
2(4141' 8, (8l09 41 46801'.,'. :.....44 9f19'fl' 0, .2.1.4',.
S70700'*,44.4244. 9' 15413 '8*1. 1.44. 233330' 0. .......Of
'
11516094
of
423.05
455,4 :-'
195.24 4..?; 47,4,.
23403 4..,, .4,.,..
071231' 6, I 441444. I' 19180 #71. 37845 6 447210?' 5, . 28!.',, of
084485' 5. . 404.66. .1 234.41 19,14 4544 $ 13949' 8, . 14.1o,, Of
048434' 0. 1141144. I' 191.59 'I, 84.70. 14 6625:99: w, ..144,.. 61
118.45 4605 0l1,6
3994 4.40 41304.
213534' 0.
(03'S?' 5,
#9'1&.4304,4
9"I544,4754'41.7o.4..41d5,951.743913,1..4:14.67,'4"34'4,,
221.48 1550 8,5.46.
OF
N.0 FLORIDA RACEC CATALYST SITE
233269'S.. 9.4.,,. .4 82.0* ?40 II..,. 5004348'S. 6 ,,r,.,.
113,621.51; 348,6,
121.03 4,40 404,6.
227.48 4.24. 24,',.
MAP SHOWING A BOUNDARY SURVEY
of 442405 4..', 4l.. N 2*3455' 8. 6 213.44, II
901.44.64 '51.44'4* 016,0. 6 010530'S. .484,449 04
vlClNrl'Y
8.44
9.19(14 5.161., 31, 1,469110 3 5.,'.. 56,9. 4! 0454, 0.14,1* 0*4414.
16,14.4,0. .1 1'. 51,4,94.1 68,481 61 5.125.' 34, 0..',", 3 S,ol'. 9.,g. 42 114.1, 080,19,
'd 5901941 44. 5 072536' W,,d.I,,4. 31 1491.14
4,5* 4.4,41. 01 0.6,01, 0..34. r.S*,: ........941189 .54 112.4 08. a's ,, .142 6.244,
050,1,. 642,30. '10900 4' 669 695: 0,. 41
'9
.461416. 098440 '4-6414*4, Il*44.c.42C4..' 800.04 40.1 ,'4d 4 6091?.
.'çl. .1 2444931,'? I4'o 6' 40.4 ,'. 41 .414 4.44*.
0.l,'06.& 31733 Ifl,. .44 6
46614,240 6, . 40*44 54120 09944 4. 3442900' 8. 2 (.th'4. 4l 398.43 '..t, Jo,,.
211943' *
998,1.9 .0 534.22 '.141 l,.,0.020S5IS'W0 0.1,4,4 41 451 77 I#.L?,,',00 S 274354' 8
341.14. 64. 4432.12 1.41 I. 29 6,51,11.9 3 8 1,1,2. 424449 9,3,.,.'. 00249 4 '34.1 .1 1400.04
0'. 0.90 61 75113': 41.180.4016.'. 644 6'4. .947.76. .4 193.14 4..4,
410 82059 .0640944 94 .404,902(41 S,...82147'40 5. 6.1040?.' 103,5 .81: 4l.'99 6
I..4:34,0.620'21'00'9,.(41,.0.0I 14fl92?8404S86,.690'31'41'6,.4'.l,,49 4140059
8.41 119441 II 934228 C, 4 * 4134 l 53,24 407: 13.4.. 0 75'SSSl' 0. I *24.10. 41 88.59
.96; 4,.,,. 6 !4'4'2l' C, , 4.4,47. .1 110.19 8.4: 8'. $ 661020 ........4',. If 418.05
1'.,
40121 I,.70. S 170100' 0, . 1110.23 44 *0.55 4.911 45.,,. 5 544 123' 0. . 4944'OO 0? 89.01
I'.? 4.1*9 S 481234' 0, 941.11111. 4' 94.73 4.4: 0.40. S24'41'23' 44, 3.I..0. 61 41329
I..:, 146.6. 5 313252' 1, .4.54.110. .1 405.7* ?4t 446,4.5 190324' 9,* 499119 .4 425.31
474044'S * .i.,,. of 4342.93 '.00:0.,,. S,r,2'22',. 0.1,-I. 24 10,980 '8.41 94 11'.
0',. 01 95. 40245 .156,802 44 '464 1d .t'p. .448 6. '9144'92 644/46 .43484,4 .4
6.1,40,4 .6164,17004. 40 '681 44..,31 04 (4.44. .216 6160 .4(9 08.'044 .41,4. III'? S
1.91.7.5 65 I1 56,4, 01. 4' 5.01., ''0.70554 54,?,. 4234. 49 r.4. 0455,6. C.,.34. 'n..
84(2 00.49,3,9 $ 54.4940' 8. 040 944.9 9.06494 .1 0. l4.'41'..,1j,,. *4 429 50.13434 554:
34I,
5 50*154' 1, 4251,217,Il01.l 1 4006 40.,,. S 691869' 9, 9 2.414. 92 439.56
000
500
2
1000
2020
50411 SI 4100
4002'
I.4.474,,.$IV51479, .44..,,. ,142838'..,I,47.P*41140S.g,",'9
2I543 l.,.iJ.S.5190.4340(.8.l'SI..'240459141,I 6........264.'94)101514165514
52440.454 13: 4' *ly I... 2' IS 4193.43 50 .21.1,44. .1 9321 04 .21,41.,,. 46 28459' 1
0.4.3.'.'? 2348? 21 8.4 *4 SO0,4 2901. 6.950*1 44, 34.'Sg 5. 9.91). 654 612'9.'.,,,o..
.9 0447.498!. "'0 * '.21_ .4 3212.64 l..t..I.,l.. .448 .1 113524' 484 . 6 2813,1.
0.4'1y.'t..l.*4024,94't,5.oI1S6.U-,4444944,i 8241. 0iLS'l'8941001d81?0484%I
27 8 .44.6 54 (4,. .0
4*444',. 04'9 .4.0 54409.44 5344? 91,44 14,9,4.40,4. 61 54308 '.41 .....0443.,.?
32, 48.4.444 3S0,'1, 544945 0484, 044899
04.4.44. 1.392 171.76? Il 8'. 8..? 84.44.014 5*64,. 32. 5 072931' 8,2310,0.44 091.61
4. 118 560014,1 '0,. 2,06 6.04,0* '4 4.04,1 4.0041 9.12 024. ".9. 112' 44
,.
441
I..lt.29411,.,ll. 5609'2454'9146'5.75. ,?U,S.4055.4490(.0..SbS.945494(4'
..4);8'.'6,2....5411.dC..? ll'64'48'642144'.l'1'5'116384, ',.573'S0'O5'0.1
118.44 5413? 6*.'. S 42'OI 23*. ........
.43.4.4016
4' 5'4535'4 12.446. 44:5. 4,6 2411424,'.. * (.4,4. 41 44093 1.8, '.4
*1904.36.,' 780 07 0.1 42 68 90909159 8441,149 10'Od*O 540424*4, 5614491
.91 II 24. 9*91,0,59 41
C.o.34, 11,4,,, t,.,o.,, 4'.
147.13 4*; 47.8.
C4l','4.#,. 414'l 50,110559' 96678 .4 5,,['
54111 l,.I4,.pd',t
081,44,8.14 II 8, 40,444496.1 44,691 4? 5.61064 33, 09941110 3 S0,*. 84449 '9 0..; 004.4,610
15081 .14L 00478.
N.,'.
0' *02 1'42 "4 bl,9'7 5.04.4 12, 5S,2'l5 3 S.oI0. Org. I
6'
S,o1l,45. T,*,.5l,0S,,8,. 3,,g. IS 02.4. 6:1 9*449 4 06,4,9 *44114.
4701 4, 144,
0449.5,4., 26.4 '5
42,,0.l6'444 ,4_5 .44 86,3 I 5.450. 54. T2.550l6 1 50*30. 4.7q. 4944* 040,10. 0M4,
90,41,. b. 2,01,9.2 61 46.0099
5U7$t'60445 5055,5:
I,)
COLJTt3 ACIE0061 50704 ¶0 0000400 2440* *440 4300 64,8220(0
2:070490415 2100
54
1301.
2.> 2E00S 56055 444694105 WIR 00 01,3311(9 59*15. PLANE. 61.24(04 50*44? LOSE, '108*
044 C0411*OL l'0490 tMLPOR01.
*LRC4N 1404,9 01 4964(2004) *0.14579940' 000 N4L
1440 91*4150 5.000 041(50 0*0 60442900000 SOuTH 2$E OF ¶1IC 00 0(01405 5. TD56$5fW
4 SOIL?)?, 3*200! 45 (*91. CO_USIA 00U401'1, F; 54(5*, 2.410 905u5[I41'FD 09.0 *054410 4
GRID BEAN4IG OF S 48*3411*
3.) 50034,05 CL 114F0R401105.
'30000 OF RECORD
0*1114,911* 41450555146? MAPS
%0V1414504T ?OWNSHIP P1,8145 ".0 611*0 03803
43(40161(0 C0411E8 REPORTS
'U S 9(00*044 90, 409.4 5042) DEPA8TSE5T 44,110 OF 41*1 040?
43OLUM8IS COUNT'? PR0PERI
(510000 2404, 2545146421 2', 03140150 NO 3057)
OOUNDORV 51,14407 041 01,0300, F. 44011440. MC. PIOJEC'
50. 04430563 00,
03400 05/03/2031
8461441041
4,1 907I1CTT 0, 54131,415. 1.0.5, 003(0? SERASCE. 2*010 09/iO/1962
#90000524? SUO'25'Y 041 *311'? SURl5'4100, .109
440.
1-02*9. 3*110 I0/25/19*0
ACREAGE TAEIL
-,
101A; P4401.,
-
LESS COPISESVOT1O44
A '9'
2509.00 288050
13,55 204454
24!?
5.04 *0415,
9025 CONSEW21O4. *081
LS CONS: 06*1040 *811* 'C'
140.53 00455±
91155 000SEIVAI1OII 229* '0'
2*14.15 494*150
5(0 SCOT I '05 5161150 4.01114 41.0 D[S.R;7'OlNS
1445 94? 5 '.0' COA#117 * "0441 S'S I ' II, 1'
S6ET I OF IS
L. 0. BRADLEY LAND SURVEYORS
5773 NORMANDY BOULEVARD.
JACKSONVILLE, FLORIDA 32205
LD
BRADLEY
Lo
5
11 S
U II '0 9 s o
R)CH8R3 J. ,JEN)NS.
0411(3 06/04/2042
,OD4 5(95104(0 LAND 51444130* NO 0425
W,O, NO' 11-2
4401 OAL:o *110241' 400 5969011J5[ 94414 1440 04544444,
PHONE (90417*64400
FM 9041729.1479
UCENSED BUS4I0008 406 *888
230151,5
SEAL 0119 61,0039 142100(0 01,14*14405800 991.'ICR
o
CI'LORHY:RJJ
TDATE' 06404/0812
DR*J1TED 0.41 CS
CAD FILE' 004,2:11
F8 *40, PCI
(4)
OF
p-IT
caawC
N.C. FLORIDA RACEC CATALYST SITE
A PORTION OF
SECT ONS 31, 32, 33& 34
AND A POR11ON OF
SECTIONS 3,4. & 5
COLUMBIA CO4JNTY, FLORIDA
MATCH LINE SEE SHEET6OF 15
1
N
3434
50
300
8
SCALE IN
4
T,aIIp
534*7W 6
600
IF!
--1-
soup-t *60041164*90
-
1N60e4 scum. 5340411 EAST
DIIATE 14341
STATS PLAIIE. FLORIDA PO4TH Wt, SAC
4:
I
II
43(601 5447
ChICO 3343
02' 3)4543'
34' (165 55
6535440,3
711634 Or
I
43 47C 4741 MInIS 3474 W03 3174' rE C IT S 333145" 711(5 III
64
4
IC 7344)4 6444 577nI1*'I
30
.4j
(34,16
1 77114040 731
3/4
U,
4
I!
.'% 'Ill.
là
0
0Wl440
,.* \,13IS
LECENE.
iI045 150
0-
- OS I/f 3
o
445
;
IC liT nI 5?) 6 41? 0l4
4164
3743411 C4R
II 0033
S-IDiC4'l4'ICorIIru3J334'IE34I5
'IS
4.
F5
'45
V.
RI
\
SFET2OFIS
L0
7*3/745453454 4
II S U M
II 4 0 -
I,
PHONE 190417864400
FAX 8641786=1479
UCENSED 8USIPSS 90 8888
W.O. NO.: 11-5
WO. NO 11.
JACKSONVILLE. FLORIDA 32205
BRADLEY
SUE SHEET I
FOOC.
N0S (SD 40SCXPUOSS
CPc)cey: R8J
&TE: O1111fT2
CAD P5.16: 115DNG
DRAFTED 87: CAC
FB 510. PCI
OF
A PORTIOR OF
SFCTIORS 31,32.32634
TOWNSI-HP 3 SOUTH, RANGE 18 EAST
AND A POR11OR OF
SECTIONS 3,4.65
300
30
TOWNSOIN° 4 SOUTH, RANGE 18 EAST
COLUMBIA COUNTY. FLORiDA
0
¶
5700! II. 'S
Wf
1I
UIll
_!W'"_ _-, /
/
-
- - --.r ...d t
-
i
E!15
3
a - Ia
- - .- - -,I'.-
.
F--
--
IT:
.1
LI.Lr
I
N
-
..
tobs fl
7_f=(SAVW
IOU
Ji
.OSCE OLA NATIONAL FOREST
I,
S
ITH
:
:
I
-
-.--.-- -
.I
- --
-
1
',
U0
- s.,r, r; as - r.a,(00,.as
us 005055
LEGEND.
yj',%
O.
_.. _. .*.
4'
I
..
WV
'.0000.
'5.7'
..
.
1'k
S
-.z5T
/
Ia,,
H.
7WI
isu
W.
N
D.
(S - (005*0 s.fl
,\
0t . ISO (IcC
on .
Os. -
7) . (to VaD
- 4-
MATCH LINE SEE SI'EET2 OF 15
e
ID, - 055
(C, - ((CaCao
85LLT 4 OF 15
,
L. 0. BRADLEY LAND SURVYOHS
5773 NORMANDY BOILEVARD,
JACKSONViLLE. FLORCA 33206
LD
BRADLEY
0. A
WO.
11.
5,5,
OIL - 5*S,s. sHe
S.
-
005 SanS 0T(
(fl
(Its. 5*5 Salt
4 Cs? tas ii
i;:.:t
I
':V.
. .-
0"
6
S. C Sn.
0- 5* /0
PeT
I WWW
N
..-
I
I-
I
a.
VU 500(1 S (04 OWOIL 105(5 000 0(5(00010455
5
1) S U S V N 5 0 U
WII1.-
1(6 54W 'S "q, 00504X10 ,mc.f 500tT5 S 1(50 'S O5*O
MV HJJ
P14055100417064400
QA'TE. I1I7I15
VAX
4) 705 1470
UOF5EO 5538658$ 10
Sys DU
ON 510. P0 I
e
OF
A PORTION OF
SECTIONS 31.32.32 & 34
TOWNSH8' 3 SOUTH, RANGE 18 EAST
AND A POR11ON OF
SECTIONS 3,4.65
TOWNSOII0 4 SOUTH. RANGE 18 EAST
300
10
300
SGSU 0 FCET
irZ
'nrv
,J
_l
-
:'!L nWI
':
U.S. FOREST SERVICE
hat
C-)
10W
r .,'MC
-
-
,4N
4,
,p1
.r'
....
I10S)
..
"ii a.x
w
w ..
ox,
44U IIW
&IIIW'O
1IIL
o,x.
1104
.
-. -
10
UI
UI
z
II)
no
.S
.a
a.
as
a
_I_4
.a&_
,,'-
an
nttt
It
a4..
Mll0_
as
I
1,1
as
&_
OS
ax
ins
asr(t
l (ft
..aU
olWI
.ift
III
ak
x
WM
r__
54r_
WJ-'I
.'ix
,0.
S.
L5'4
lO,M__
.'W
IEGEND
e
e
,,\
BL160F 15
L. D. BRADLEY LAND SURVEYORS
5773 NORMANDY BOILEVARD,
LD
BRADLEY
MATCH LINE SEE SHEET 20115
A.
S
SUSSS500
P510110(104)71010400
SAx
4)
UEO 5510855105
W.O. Ic.! I1WO.
I1-
000 G00O70 001(5 000
SU 500(1
lOW IS SO) (0001(10 *m00f 50.0(15
000 IS 0100110 oy 0.0
DATE DVSS11
00.0! 11WS
SY.
FS91)0,P0I
fl
7101475
e
OF
BIT
-
4
4OSEWT
_E,0 ...
8
US. FOREST SERVICE
-----
-
A PORTION OF
SECT 019531,32,33834
AND A POR11ON OF
SECTIONS 3,4. & 5
J
___
COLUMBIA COWJNTY, FLORIDA
S
-
---
SCALI IN PErT
THW
t
4
S3t1
IATETAS1
P40TH 40*. 5586
::- ;
STATE PTJa R
-
SI' r lit!.
2s8'ISt flIt 5tH'
040 0014fl 0454 fl8SI! 5153 rr till'
'
fl'
1511
I 49994114 88! .1150'
X07.
I 8999513o
3
AT
0
248117
L.
LECEND
o-
054 r85588 4.1 018804
3oi-34.;
. 043 i/C' 544 tOE U830 0'40854 ,m[8
- '5.10 415 540 08:54
0_Il.,,,.
810,48548:
'IC
=8-=
TOUIIS,P
or
,0E 8 EAST
t48E
.UT-r"
-5-.
Inl.3o
C')- 1150
'::..
,00808s4nJn1.walIEAsr
48,9
101
IC) -
MATCH LINE SEE SHEET 12 OF 15
SIET8OF 15
L. 0 BRADLEY LAND SURVEYORS
LD
BRADLEY
LIT
ETETOAH
FM 9041786.1479
PHONE 19041786.6400
UCE POSED BUSEPW.SS P
WO. NO.: 11.O
3ff SHE[1
I IDA 00*9W. MOlTS AIiD OESC8IPflDS5
8S 0404' IS *07 THWOIflT WITHOUT SHIFTS I ThOU
5
W.O.NO I1-
DATE: 01111T2 102
Cl-SOlED BY: 08.05 -
CAD FEE: 112 OWDWG
08
DRW.FTEDBY.0F15
lFB 980, PG 1
------- - - --------- ------
--- -
I
OF
I
A PORTION OF
SFCTIONS 31,32.32634
TORNS}II' 3 SOUTH, RANGE 18 EAST
I
U.S. FOREST SERVICE
-
------tLvt
Pr
Pr
---
- -'
--
AND A POR11ON OF
SECTIONS 3,4.65
TOWNSI-I' 4 SOUTH. RANGE 18 EAST
NV
CA.
I
0
COO
3
604
SCNL H rUT
-304
II
I0,
Ui
Ui
0
Ui
z
I
.1
I.
1tj
S0T1 T,ESJ
am 1
*1 a
-
lH'
V'
P. PV.
T.
Jl'
rAn Pt
.0
04 CS
aC
MW *!4 l'X
...
I. T. F.
DEPART!ENT OF CORRECTIONS
ORB 527. PC. 581
&
0.5.6. 725. PG. 41
I
I
I
J
03
-'4
Cot
GlNO
- gr4
ColASJr..rP
CoC000
- miS '/7
,,,-
POt iS.0 Ot'
.0.,.
- tO_PO 'tC POCfl
POPTh
iS raSpS pp a
100' $0113 O?P(C CTS
P. -0400*0 0101! 010
13'
PLUM CREEK TIMBERLANDS
Ott .
rC¼ CIA K*%i'W
a
P.S -
(PT - 100 0R..0
100*00.0
IC)
o - *01105.0
D LWa S1306
arSmr 13
0.0*
TS3 .04Th.
-
.---.-"----
/i\ \
W1L.
- -.
2I L_
'.(_
-_
Cl lAST
TS4WJTW, 04.0 lEAST
,\
WO.
11-
SU SOW
tOO GORROt. 001(5 siC 0(501Co10'CS
moo p
IPsO ASP Co 00' COOCPLEI( w000u, siCrls
8tt1 lO
10
LD
,
L D. BRADLEY LAND S4JRVYOHS
5773 NORMANDY BOLLEVARD,
JACKSOV1LLE. FLORCA 33206
BRADLEY
LA ." AS U SO 0500
v.o. p., ii.
Ct(XED BY Ru
PHOIIA I4I 7W4404
tAX
U040ED SuSSP.8$
as
jQATEP DV1I10
FS 530, P0 I
4) 750.14Th
OF
TSe ISO.flI( NNCC I$ST
-
-
yee4
TiI.
'lIz.,,
A PORTIOR OF
\/
SFCTIORS 31,32.32634
TOWNSH' 3 SOUTH, RANGE 18 EAST
AND A POR11(59 OF
SECTIONS 3,4.65
TOWNSSIN' 4 SOUTH. RANGE 18 EAST
COLUMBIA COUNTY, FLORiDA
300
IS EAST
600
TALE II FEET
all Ta.
a!,, 5,
=
H '416% lIla
a,
.WIN 'OW
)S NilI
ISO
STATS flaW. n
S
'.5
n*w
.w
-
.
,&IC
aC (M ,
WIW4II'
EE
311116W I'S' I?
PLUM CREEK TIMBERLANDS
-
-: ..WI. a
'U
AI
LEGEND
; -,
0.
_1S_ '0'-t
NO,
Ir0 0.0 00010
N
8.tT l2LE 16
1.. 0. BRADLEY LAND S0fiVTrYOHS
5773 NORMANDY BOUIEVAPD,
LD
BRADLEY
1.
rr S U S '7 6 5 0 A S
PI'I0I
740
110417164100
4) 7161470
U00IE0 USIA
W P.! I1WO.
I1.
501 SOLES
704 GENERE NOTES .
T06 W 'S '.0' CONDLETE 6010011 50EETS
1060 5
WY; H.JJ
DATE! 8VTI1S
IcADFW.I!
!Y D5
FS 930, P01
OF
MATCH LINE SEE SHEET8OF 15
A PORTION OF
SECT 044531,32,33834
AND A PORtiON OF
SECTIONS 3.4. & 5
TOWNSHIP 4 SOUTH. RANGE 18 EAST
COLUMBIA COUNTY, FLORIDA
SOUTH. SNOT IS EAST
I
T.r4flml. 51210*13 EAST
300
600
SCALE 9 FEET
7.-JOE
HM&T9 7*318
BOATS P5.323*. flORIDA Pfll 2030.8830
ml,,. 41'
3172
1157314 *891 sIr 3912'
332
279387*11*1 wr11 It rip sit' * 1119*849 8W11 11?.
Jill?
* 11114143
l'lC'30 Ull
421111'S 299741*9312 .e'r 9812' mEn Sr * 11313843 ElY 48 518'
2'
3113111311? 22035512' mica,' * 9911'I44 P 5532 Iii'
11
11273 4731
27
42544 NIl fl54U 9372 IA' Ii' 4* 57'
31
31295 1227
N
31741 III) 9388SF 1131
11111864843
mit,, Si'
*55514844 5 1345131'
1231' 31 tr mit Ill' * 5135*844 25531 III'
32419811' miEN ,a' * 1111424] TSYJL'?I
ç
45T91341 5lt*i
3]4i39LE 118894H*7 m7E.E
II
I.
08953*8
t
If
'Iv
DAl' - -_386._.
owwarrw
1q31'315''t7d,Wp
OeSTPrlar"raWrrap.
.31
__ww__
II
0
tp
. a -. .,OWI1EXfl
k
7rlr
//
31#M.Ti
1."3'
__n_n.,w
Sr._
HO
71.'
1251
"
LLG(N
if
\\
o I86N1
8812 354 S*12
C
*1.33131
0- Sr /2' III .1.i3
r12*H 4 5331
II
If
t:h1531h4
0*0133188
SHEET I415
LD
BRADLEY
1.
.'.
S U 5 '4 5 '2 0
PHONE ISO]) 786.6400
FM 00417001479
UIENSED BUSIPSS 00 8888
WO, NO.: li.B
WO. NC 11.
107 C7ARM NOTES Ai.D 0:SCHIP'lO'.S
SEE SHT[1
T1.4iJ 15
'74 S WA? IS SET COlAS! 'VT *TTHOW S..!r5
1
-
CE31OCWBY: P.M
--
DATE: Sill ilI2
-,
-
-
CAD FILE' I1B
DRAFTED BY: CAB
FR BID, PG I
I
Copies of Deeds
Source: Columbia County Clerk of Courts Database
14
"run Prccw Coht4mbia Couwy Property Appi.iiier Map Prrnd o 7/1612012 1 I05. Pag i of I
Cohimbia County Property AppraIser
9
C...
SO
F
PARCEL 31-3S-1 8-IO332OO - T)ERLA?C
S OF $-$ S%4 I t*I1
CX)N4V
hi". P%UU CEK LAI
t
T1PTAZ OT
-
eoo:
S
41I 5Et
WI7IMt4SOF (ASP
t4 OF AD$T)* EAST
SI1 C.l$we .Iu..
$000
$000
PcWtERcF
AT1TIkT
GA $PSS
jØØ
a9,41
-
S
fl
--i*-.c
VI U This
qW C
F
.
I
-.__L.
I33l
4.
f
.
1..
..
'I
..
-
bujx//g2.coIumba. floiudapa cuw/G IS/PrnI Map.Lp?pJboiibclthjbnhigea(ceelbjcnuolkjknl... 7/I /20i 2
14-1
North Florida lntermodal Park
Inst. Number: 201212000817 Book: 1228 Page: 735 Date: 1/19/2012 Time: 12:47:15 PN1 Page 1 of 6
P. DeWitt Cason Clerk of Courts, Columbia County, Florida
THiS INSTRIJMENT PREPARED BY
AND SHOULD BE RETURNED TO:
Elizabeth U. Fee, Division Counsel
Plum Creek Timbcrlands, L.P.
One Concourse Parkway. Suite 755
Atlanta. Georgia 30328
FLA-1 -12-3(6), FLA-1 -12-4(1), FLA- 1-12-6(2),
FLA-l-12.7(1),FLA-l-12-8 (1), FLA-1-12-1 1(1),
FLA-1-12-13(2)
FiJeNos. 560-5.11-5290and510-2.11-0180
File Nos. 560-5.11-5300 and 510-2.1 1-0190
2O212OOO8l7 L)to1(19(2Ol2
vE
6240150
OWdt
,,C,9.,,,.b,.
1247 iA
P
I
0 S 1Z28 P 735
STATE OF FLORLDA
COUNTY OF COLUMBIA
LIMITED WARRANTY DEED
THIS INDENTURE, made this
16th
day of December, 2011, by PLUM CREEK
IIMBERLANDS, L.P., a Delaware Iimitcd partnership, authorized to do business in the state of
Florida, and having a place of business at One Concourse Parkway, Suite 755, Atlanta, Georgia
30328, hereinafter called the "Grantor' to PLUM CREEK LAND COMPANY, a Delaware
corporation, whose addrcss is One Concourse Parkway, Suite 755, Atlanta, Georgia 30328,
hereinafter called the "Grantee':
WITNESSETH:
I
That the Grantor, for and in consideration of the sum of Ten and No/l00 Dollars
($10.00) and other valuable considerations, rectrrpt whereof is hereby acknowledged, by these
presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee the
tracts or parcels of land lying and being in Columbia County, Florida, more particularly
described in Exhibit "A" attached hereto and made a part hereof and referred to herein as the
"Real Property"
TOGETHER with all the tenements, hereditaments and appurtenances thereto
belonging or in anywise appertaining.
ALO 9901 1)OCX ALl) 18663
14-2
Inst. Number: 201212000817 Book: 1228 Page: 736 Date: 1/19/2012 Time: 12:47:15 PM Page 2 of 6
P.DeWitt Cason Clerk of Courts, Columbia County, Florida
SUBJECT to all easements, reservations, restrictions and encumbrances, apparent
or of record.
RESERVING unto Grantor, its successors and assigns, ownership of and the
rights to manage, conduct silvicultural enhancements (including intermediate thinnings, woody
stem release and periodic fertilizations), harvest and remove all timber and trees on the Real
Property (the "Reserved Timber") for a period often (10) years. Grantor further reserves unto
itself and its successors and assigns, full rights of ingress and egress to the Real Property to
harvest the Reserved Timber. All harvesting and silvicultural operations will be conducted in a
manner to conform to the following: (1) the Sustainable Forestry lnthativc
of SF1 Inc.; (2)
best managcmcnt practices as identified in the 2008 Florida Department of Agriculture and
Consumer Services' Silviculture Best Management Practices Manual; and (3) a harvest plan
mutually agrecable to Grantor and Grantee and which is consistent with Grantee's plans to
develop the Real Property.
AND the Grantor hereby covenants with Grantee that it is lawfully seized of the
property in fcc simple; that it has good nght and lawful authority to sell and coflvey the pmperty
that it hereby fully warrants the title to the property and will defend the same against the lawful
claims of all persons owning, holding, or claiming by, through or under Grantor; and that the
property is free of all encumbrances done or suffered by Grantor.
2
143
P.DeWltt Cason Clerk of Courts, Columbia County, Florida
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in
its name, and ts corporate seal to be hereunto affixed, by its proper officers thereunto duly
authorized, the day and year first above written.
Signed, sealed and delivered
in the presence of:
PLUM CREEK TIMBERLANDS, J.P,
By: Plum cek Timber 1, L.L.C.,
its G'eral P
PS
By:
Jam -
Witness
Connie [like
Seni
Lan
Print Name
Kilb g
Vice Prcsident - Real Estate and
anagement
ATI'EST:
By:
'
Witness
Marlyrt Minor
Print Name
Ut
LyL,
EIizaeth U. Fcc
Assistant Secretary
(CORPORATE SEAL)
STATE OF GEORGIA
COUNTY OF FULTON
The foregoing instrument was acknowledged before me this 16th day of
December, 2011, by Jamcs A. Kilberg, Senior Vice President - Real Estate and Land
Management of Plum Creek Timber!, L.L.C., general partner of Plum Creek Timberlands,
L.P., the limited partnership that executed the within and foregoing instrument He is
personally known to mc and did not take an oath
oris A. Jakielski
Notary Public
-
My Commission Expires: February 820I3
(NOTARIAL SEAL)
3
14-4
North Florida Inte
I IiumCreL
dal Park
EXHIBIT "A"
REAL PROPERTY
PARCEL A:
Section 31:
The East 384.45 feet ofthe W1/2 ofthe NWI/4 lying South ofUS Hwy 90
The E1/2 of the NW1/4 lying South of US Hwy 90
S 1/2 of the NEI/4 lying South of US Hwy 90
The S 1/2 Less and Except the following two parcels of land:
Land owned by the City of Lake City as described in OR Book 682,
page 242 and
Land owned by Suwannee River Water Management District as
described in OR Book 927, pagc 581
(Entire Tax Parcel Number: 31 -3S- 18-10332-000)
Section 32:
That portion lying South of US Hwy 90, Less and Except a 19.5 acre parcel
in the SW Corner as described in OR Book 927, page 581.
(Entire Tax Parcel Number; 32-3S-l8-10335-000)
Section 33:
All lying South of US Hwy 90; Less and Except approximately 13 acres as
described in OR Book 815, page 1299 and Less and Except 20 acres as
described in OR Book 843, page 753.
(Entire Tax Parcel Number: 33-3S- 18-10337-000)
Section 34:
The West 2000 feet; Less and Except the following tracts of land:
ORBook8l5,page 1299
(Portion of Tax Parcel Number: 34-3S- 18-10339-000)
Township 4 South. Range 18 East:
Section 3:
The West 2000 feet
(Portion of Tax Parcel Number: 03-4S-18-10345-000)
Section 4:
All
(Entire Tax Parcel Number: 04-4S-18-10346-000)
A- I
14-5
P.DeWltt Cason Clerk of Courts, Columbia County, Flonda
Section 5:
All; Less and Except the West 862.90 feet and the Wl/2 of the SEI/4.
I
A parcel of land lysng and being in Sections 31, 32, 33, and 34, Township 3 South, Range 18 East
and Sections 3, 4, and 5, Township 4 South, Range 18 East, All Lying South of US highway 90,
Columbia County Florida, being described as follows:
Begin at the Southeast Corner of Section 5, Township 4 South, Range 18 East, Columbia county
Flonda arid run S 89°ll'37' W, along the South Line of said Section 5, a distance of 1324.61 feet,
to the Southeast corner of a parcel of land as described in Official Records Book 1117 Page 2348
of the Public Records of Columbia County, Florida, thence departing said South line and on the
East line of said Official Records Book 1117 Page 2348, N O0°10'24' E, along said East Line a
distance of 2669.80 feet to the Northeast corner of said Official Rccords Book 1117 Page 2348,
thence departing said East line and on the North line of said Official Records Book 1117 Page
2348, S 89005*09 W, along said North Line a distance of 1324.30 feet, to the Northwest corner of
said Official Records Book 1117 Page 2348, thence departing said North line and on the West
line of said Official Records BoDk 1117 Page 2348, S 0001051 W, along said West Line a
distance of 266732 feet; to the Southwest corner of said Official Records Book 1117 Page 2348,
said point also being on the South line of said SectIon 5, Township 4 South, Range 18 East,
thence departing said Wcst line and ott said South line of Section 5, S 89°l1'37" W, along the
South Line of said Section 5, a distancc of 1786.31 feet, , to the Southeast corner of a parcel of
land as described in Official Records Book 927 Page 581 of thc Public Records of Columbia
County, Florida, , thence departing said South line and on the East line of said Official Records
Book 927 Page 581, N 0O05906 W. along said East Line a distance of 6424.07 feet; to the
Northeast corner of said Official Records Book 927 Page 581, thence departing said East line and
on the North line of said Official Records Book 927 Page 581 S 8900054 W, along said North
Line a distance of 5409.54 feet; to the Northeast corner of said Official Records Book 687 Page
242, of the Public Records of Columbia County, Florida, thence departing said North line and on
the Northerly line of said Official Records Bock 687 Page 242, N 86°43'53" W, along said
Northerly Line of said Official Records Book 687 Page 242 a distance of 763.22 feet; to the West
line of Section 31, Township 3 South, Range 18 East, Columbia county Florida, thence departing
said Northerly line and on the West line of said Section 31, N 00°3440' W, along said West Line
a distance of 1471.35 feet, to the Southwest corner of the Northwest 1/4 of said Section 31. thence
departing said West line and on the South line of said Northwest 1/4, N 89°09'34' E, along said
South line of the Northwest 1/4 a distance of 952.97 feet, to the Southeast corner of said Official
Records Book 1128 Page 1912, thence departing said South line and on the East line of said
Official Records Book 1128 Page 1912, N 0O°l4'46' W, along said East Line a distance of 543.65
feet, to the Southerly Rtghl of way tine of US Highway 90, thence departing said East linc and on
the Southerly Right of way line of US Highway 90, N 89°16'59" E, along said Southerly Line a
distance of 5007.83 feet, to the beginning of a curve concave Northwesterly having a Radius of
3872.70 feet, and having a chord bearing of N 82°iS'55" E, a distance of 850.10 feet; thence N
76°40'Sl" E, still along said Southerly Right of way line ofUS Highway 90 a distance of 4528.29
feet; thence N 76°42'56" E, a distance of 4404.74 feet, to the Northeast corner of a parcel of land
as described in Official Records Book 815 Page 1299 of the Public Records of Columbia County,
Florida, thence departing said Southerly Right of way tine of US Highway 90 and on the West
line of said Official Records Book 815 Page 1299, said linc also being the West line of Official
2
Piepaled by Mooie Bass Consulting -July 2012
14-6
-
4I PIumek
.-
P. DeWitt Cason Clerk of Courts, Columbia County, FlorIda
Records Book 844 Page 1596 of the Public Records of Columbia County, Flonda, S 0l°l056' E,
along said West Lines of said Official Records Book 815 Page 1299. and Official Records Book
844 Page 1596 a distance of 315530 feet, to the Southwest corner of said Official Records Book
844 Page 1596, thcncc departing said west lines and on the South line of said Official Records
Book 844 Page 1596, N 88°49'04" E, along said South Line of Official Records Book 844 Page
1596, said line also being the South line of Official Records Book 927 Page 581 of the Public
Records of Columbia County, Florida, a distance of 2443.15 feet, thence S 00°46'43" E, a
distance of 1963.80 feet, to a point on the South line of Section 34, Township 3 South. Range 18
East, Columbia county Florida, said point also being on the North line of Section 3, Township 4
South, Range 18 East, Columbia county Florida, thence S 00°25'04" W, a distance of 5277.73
feet, to a point on the South line of said Section 3, Township 4 South, Range 18 East, thence S
88°29'30" W, a distance of 2000.00 feet to the Southeast corner of said Section 3, said point also
being the Southwest corner of Section 4, Township 4 South, Range 18 East, Columbia county
Florida, thence departing said South line of said Section 3, S 88°1255" W, along the South Line
of Section 4 a distance of 5263.16 feet to the Point of Bcgmnin.
PARCEL B:
Township 4 South Range 17 East:
Section 1:
5.45-acre parcel of land in the NW '/m of the SE '/4 as described as follows
Begin at the Southwest corner of the Northwest ¼ of the Southeast '/4 and
run N I 3°34'I 8" W 340.17 feet, thence N 87°50'0O" E 750.41 feet to a point
on the East line of the West 'Is of said Northwest '/4 of the Southeast '4;
thence S OOo3O28 E along said East line 333.60 feet to the Southeast corner
of said West '/ of the Northwest '4 of the Southeast '4; thence S 87°50'00"
W along the South line of said Northwest '.4of the Southeast '4 a distance
(Entire Tax Parcel Number: 0l-4S-17-07466-000)
3
14-7
I'IurnCreek
Prim Prc'v.cw - Ctrumbia County Prnçper*y Apprai.cr - Mp 1 ntcd or 7/16f20 12 I I :O7:O.. Pagc I ol I
4,
CoIumba County Property Appraiser
L-.s. Ce,.t
rtt' 32--)$iO335-OOO
Ti UC Pd rcZTi
M1'C
Si.
kial
PUJ
AT1EP1TAXLPT
£TTETiTIDP1
I
?HESSjs4aa.
s.
-
-
- . r%
-I-U
iT 34 La41Si
I*
-
L1D
-
000
oO
_I_ #
..
-
s.4U b3s 00
I.s&l
O
T
w S4134IScTi I.4.134
W
Ui
hup1/g2 coumbia.flordapacome IS/ rinL
I
YMuss
*11
te9i.0000 VIu
a'i
1 7.41
Wit C
NTt 0l
iFi7o,
.d-
t
OOWA'
LK L
r..a. C:
-
_
-Ui *
su
-
p.p?pjboIibchhjbn1Icite$bjetnno1kjikm... 7/1612012
14-8
Lc
THiS INSTRUMENT PREPARED BY
Elizabeth U. Fee. Division Counsel
Plum Creek Timberlands, LP.
Atlanta, Georgia 30328
FLA-1 .12.3(6), FLA-1 .12-4(l), FLA-1 .12-6(2).
FLA-1-12.7(1),FLA-1-12-8 (I), FLA-1-12-1 1(1),
FLA-l-1 2-1 3(2)
File Nos. 560-5.11-5290 and 510-2.11-0180
File Nos. 560-5.11-5300 and 510-2.l1-0l90
201212000817 Q,d 1l1W2012 1w,,. 1247
8240 1.50
OC,P OW!t C.,onCnh,..,b.. Co,.nrv P.
1 gt 8 0,1228 P '35
STATE OF FLORIDA
COUNTY OF COLUMBIA
This INDENTURE, made this 16'' day of December, 2011, by PLUM CREEK
1IMBERLANDS, L.P., a Delaware lunitcd partnership, authorized to do business in the state of
30328, hereinafter called the "Grantor" to PLUM CREEK LAND COMPANY, a Delaware
corporation, whose address is One Concourse Parkway, Suite 755, Atlanta, Georgia 30328,
hereinafter called the "Grantee:
W ITNES SETH:
That the Grantor for and in consideration of the sum of Ten and No/l00 Dollars
(S 10.00) and other valuable considerations, receipt whereof is hcrcby acknowledged, by these
u-acts or parcels of land lying and being in Columbia County, Florida, more particularly
described in Exhibit "A" attached hereto and made a past hereof and referred to herein as the
"Real Property"
TOGETHER with all the tenements, hereditaments and appurtenances thercto
(ALO 19901 .DOCX )AL018663
14-9
North F 'rida Inter
dal ark
or of record.
stem release and periodic fertilizations), harvest and remove all timbcr and trees on the Real
itself and its successors and assigns, full rights of ingress and egress to the Real Property to
harvest the Rcscrvcd Timber. All harvesting and silvicultural operations will be conducted in a
manner to conform to the following: (1) the Sustainable Forestry InitiativeTM of SF1 Inc.; (2)
best management practiecs as identified in the 2008 Florida Department of Agriculture and
mutually agreeable to Grantor and Grantee and which is consistent with Grantee's plans to
property in fee simple; that it has good nght and lawful authority to sell and convey the property;
that it hereby fully warrants the title to the property arid will defend the same against the lawful
2
Piepaied by Mooie Bau Consulting -July 2012
1410
'U
P. DeWitt Cason Clerk of Courts, Columbia County, florida
IN WITNESS WHEREOF, thc Grantor has caused these presents to be executed in
its name, and its corporate seal to be hereunto affixed, by its proper officers thercunto duly
in the presence of:
PLUM CREEK TIMBERLANDS, L.P.
By: Plum eek Timber 1, L.L.C.,
its Ge. eral Part r
By:
Witness
Jam
Connie [)ke
Senip Vice President Real Estate and
Print Name
Land
anagement
ATIEST:
Witness
Marlyri Minor
Print Name
/;L
By:
Elizabeth U. Fee
Assistant SecTetary
(CORPORATE SEAL)
STATE OF GEORGEA
COUNTY OF FULTON
The foregoing instrument was acknowledged beforc me this 16th day of
Dcccmber, 201 1, by James A. Kilbcrg, Senior Vice PresidentReal Estate and Land
Management of Plum Creek Timber I, L.L.C., general partner of Plum Creek Timberlands,
personally known to me and did not take an oath______
ns A. Jakielski
Notary Public
My Commission Expires: February 8 2013
(NOTARIAL SEAL)
14-11
Inst. Number: 201212000817 Book: 1228 Page: 738 Date: 1/19/2012 Time: 12:47:15 PNI Page 4 of 6
EXHIBIT "A"
REAL PROPERTY
PARCEL A:
Section 31:
The East 384.45 feet of the W1/2 of the NW1/4 lying South of US Hwy 90
The E112 of the NWI/4 lying South of US Hwy 90
S 1/2 of the NE 1/4 lying South of US Hwy 90
page 242 and
described in OR Book 927, page 58
(Entire Tax Parcel Number: 31-3S.18.10332-000)
Section 32:
(Entire Tax Parcel Number: 32-3S-18-l0335-000)
Section 33:
described in OR Book 815, page 1299 and Less and Except 20 acrcs as
Section 34:
ORBook8lS,page 1299
OR Book 725, pagc 041
Section 3:
The West 2000 feet
Section 4:
All
A- I
Prepared by Moore Bass Consulting -iuly 2012
14-12
Inst. Number: 201212000817 Book: 1228 Pager 739 Date: 1/19/2012 Time: 12:47:15 PM Page 5 of 6
P.DeWltt Casori Clerk of Courts, Columbia County. Florida
Section 5:
All; Less and Except the West 862.90 fcet and the Wl/2 of the SEI/4.
A parcel of land lying and being in Sections 31, 32, 33, and 34, Township 3 South, Range 18 East
and Sections 3, 4, and 5, Township 4 South, Range 18 East, All Lying South of US Highway 90,
Begin at the Southeast Corner of Section 5, Township 4 South. Rangc 18 East, Columbia county
Florida and run S 89° 1137" W, along the South Line of said Section , a distance of I 324.61 feet,
to the Southeast corner of a parcel of land as dcscrihed in Official Records Book 1117 Page 2348
East line of said Official Records Book 1117 Page 2348, N 00°10'24" E, along said East Line a
distance of 2669.80 feet to the Northeast corner of said Official Records Book 1117 Page 2348,
2348, S 89°0509° W, along said North Line a distance of 1324.30 feet; to the Northwest corner of
line of said Official Records Book 1117 Page 2348, S 00°l051" W, along said West Line a
distance of 2667 32 feet; to the Southwest corner of said Official Records Book 1117 Page 2348,
said point also being on the South line of said Section 5, Township 4 South, Range IS East,
thence departing said West line and on said South line of SectionS, S 89°ll'37" W, along the
South Line of said Section 5, a distance of 1786.31 feet; , to the Southeast corner of a parcel of
land as described in Official Records Book 927 Page 581 of the Public Records of Columbia
Book 927 Page 581, N 00°59'06" W, along said East Line a distancc of 6424.07 feet; to the
Northeast corner of said Official Records Book 927 Page 581, thence departing said East Iin and
on the North line of said Official Records Book 927 Page 581 S 89°O0'54' W, along said North
Line a distance of 5409.54 feet, to the Northeast corner of said Official Records Book 687 Page
the Northerly line of said Official Records Book 687 Page 242, N 86°43'53" W, along said
Northerly Line of said Official Records Book 687 Page 242 a distance of 763.22 feet; to the \Vest
said Northerly Ime and on the West line of said Section 31, N 00°34'40" W, along said West Line
a distance of 1471 35 feet, to the Southwest corner of the Northwest 1/4 of said Section 31. thence
departing said West linc and on the South line of said Northwest 1/4, N 89°09'34" E, along said
Official Records Book 1128 Page 1912, N 00°l4'46" W, along said East Line a distance of 543.65
feet, to the Southerly Right of way line of US Highway 90, thence departing said East line and on
the Southerly Right of way line of US Highway 90, N 89° 1659" E, along said Southerly Line a
3872.70 feet, and having a chord bearing of N 82°58'55" E, a distance of 850.10 feet; thence N
7640'S1" E, still along said Southerly Right of way line ofUS Highway 90 a distance of 4528.29
feet; thence N 76°42'56' E. a distance of 4404.74 feet, to the Northeast corner of a parcel of land
as described in Official Records Book 8l5 Page 1299 of the Public Records of Columbia County,
Florida. thence departing said Southerly Right of way line of US Highway 90 and on the West
line of said Official Records Book 815 Page 1299, said line also being the West line of Official
2-
14-13
Inst. Number: 201212000817 Book: 1228 Page: 740 Date: 1/19/2012 Time 12:47:15 PM Page 6 of 6
Records l3ook 844 Page 1596 of the Public Records of Columbia County, Florida, S 0l0l056 E.
along said West Lines of said Official Records Book 815 Page 1299, and Official Records Book
844 Page 1596 a distance of 3155.30 feet, to the Southwest corner of said Official Records Book
844 Page 1596, thence departing said west lines and on the South line of said Official Records
Book 844 Page 1596, N 88°4904" 1-, along said South Line of Official Records Book 844 Page
Records of Columbia County, Florida, a distance of 2443.15 feet, thence S 0004643 E, a
distance of 1963.80 feet, to a point on the South line of Section 34, Township 3 South, Range 18
South, Range 18 East, Coiwubia county Florida, thence S 0025'04" W, a distance of 5277.73
fcct, to a point on the South line of said Section 3, Township 4 South, Range 18 East, thence S
88°29'30' W, a distance of 2000.00 feet to the Southeast corner of said Section 3, said point also
Florida, thence departing said South line of said Section 3, S 88°12'SS" W, along the South Line
of Section 4 a distance of 523. 16 feet to the Point of Beginning.
PARCEL B:
Section 1:
5.45-acre parcel of land in the NW '/ of the SE Y4 as described as follows:
Begin at the Southwest corner of' the Northwest ¼ of the Southeast ¼ and
run N l3°34'18" W 340.17 feet; thence N 87°50'CXY E 750.41 feet to a point
on the East line of the West /i of said Northwest ¼ of the Southeast 'A;
thence S 0O03028 E along said East line 333,60 feet to the Southeast corner
of said West ¼ of the Northwest ¼ of the Southeast ¼; thence S 87°50'OO'
W along the South line of said Northwest V4 of the Southeast Va a distance
(Entire Tax Parcel Number: 0l-4S-l7-074.66-000)
3
14-14
Pi'nt ?rcv-Icw- Corwvthia County Proçcrty App?Jicr - Map Printed on 7/1W2032 1IO8A,. Page 1 o( I
33-$1e.- IO3 T.000
NUP C4EtK LAM) COPAPANY
1i4Q0II I&94tOO.VAi
Columböa County Prop.srty ApprIser
---;i .st
-n-'.
PARC(L 33-3S1 6-10337-000 TrUBEAM) jom
X9 Ol IrS 12191 El 20 t
*1. LvP S F LtS EX Ulc t3
2961
fK
PLU.A
s4).1
Il* 6i9-3
-
ais
O0Ma'
L
ATTV9TA OIPI
AliBi PAl (PT
S
AS O(SC C
LInG
X
..1L.- l
5t4S(X1 00 Vt U
rlb
E
I'
ç IT2
W
w
'
d
19
y
P.
n..
lb
.i - - .
.lb !
lb ..
lb
I.
-
711o/2012
14-15
PlumCreek
- - t_-_
s.,..
Plum Creek Timberlands [P.
Atlanta, Georgia 30328
FLA-1 -12-3(6), FLA-1 -12-4(1), FLA- 1-12-6(2).
FLA-1.12-7(1),FLA-1-12-8 (1), FLA-l-12-1 1(1),
FLA-1-12-13(2)
File Nos. 560-5.11-5290 and 510-2.11-0180
File Nos. 560-5.11-5300 and 510-2.11-0190
201212000517 O.tolf1Sf2012 Ti,wll47 PU
Stamp Ooa24Oi50
.P OW.ii C.ao.,.C&,,b Coon, P
I
0 B 1220 P T
STATE OF FLORIDA
COUNTY OF COLUMBIA
THIS INDENTTJRE, made this 16th day of December, 2011. by PLUM CREEK
TIMBERLANDS, L.P., a Delaware limited partnership, authonzed to do business in the state of
30328, hereinafter called the "Grantor," to PLUM CREEK LAN!) COMPANY, a Delaware
hereinafter called the "Grantee":
W ITN ES S El H:
That the Grantor, for and in consideration of the sum of Tei-1 and No/lOO Dollars
I
(S 10.00) and other valuable considerations, receipt whereof is hereby acknowledged, by these
"Real Property"
TOGETHER with all the tenements, bereditaments and appurtenances thcrcto
(AL019901.L)OCX)AL018663
14-16
-r.
PIurnCtek
.."
or of record.
rights to managc, conduct silvicultural enhancements (including intermediate thirunings, woody
stem release and periodic fertilizations), harvest and remove all timber arid trees on the Real
itself and its successors and assigns, full rights of ingress arid egress to the Real Property to
manner to conform to the following: (I) the Sustainable Forestry Initiative
of SF1 Inc.; (2)
best management practices as identified in the 2008 Florida Department of Agriculture and
develop the Real Property
property in fcc simple; that it has good right arid lawfu' authority to sell and convey the property
property is free of all cncumbrances done or suffered by Grantor.
2
14-17
I
its name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly
in the presence of:
PLUM CREEK TIMBERLANDS, J.P.
By: Plum eek Timber 1, L.L.C.,
its 0 'eral Part
By:
Witness
Jam
Connie [like
. Kilb
Seni. Vice President Real Estate and
Lan. 1anaemerit
Print Name
ArrEST:
By:
Elizabeth U Fee
Assistant Secretary
Witness
Marlyn Minor
Print Name
(CORPORATE SEAL)
STATE OF GEORGIA
COUNTY OF FULTON
Dcccmber, 2011, by James A. Kilberg, Senior Vice President - Real Estate and Land
Management of Plum Creek Timber 1, L.L.C., general partner of Plum Creek Timberlands,
personally known to me and did not take an oath
"I
A. Jakielski
Notary Public
My Commission Expires. February 82013
(NOTAREAL SEAL)
3
1418
EXHIBIT "A"
REAL PROPERTY
PARCEL A:
Section 31:
The East 384.45 feet of the Wl/2 of the NWI/4 lying South ofUS Hwy 90
The E1/2 of the NWI/4 lying South of US Hwy 90
S 1/2 ofthc NE1/4 lying South ofUS Hwy 90
Land owDed by the City of Lakc City as described in OR Book 682,,
page 242 and
Seetion 32:
in the SW Corner as described in OR Book 927 page 581.
Section 33:
described in OR Book 815, page 1299 and Less and Eccpt 20 acres as
(Entire Tax Parcel Number: 33-3S-l8-10337-000)
Section 34:
(Portion of Tax Parcel Number: 34-3S-lS-10339-000)
Townshrn 4 South. Range 18 East;
Scction 3:
The West 2000 feet
Sction4:
All
A-I
Prepared by Moore BasS Corrculting -July 2012
14-19
PlumCreek
SectionS:
All; Less and Except the West 862.90 feet and the W112 of the SE 1/4.
(Entire Tax Parcel Number: 05-4S-18-10347.000)
AU the above being more particularly described as follows:
Begin at the Southeast Corner of Section 5, Township 4 South. Range IS East, Columbia county
Florida and run S 89°l 137' W, along the South Line of said Section 5, a distance of 1324.61 feet,
East line of said Official Records Book 1117 Page 2348, N 00°l0'24" E, along said East Line a
thence departing said East line and on the North line of said Official Records Book 11l7 Page
2348, S 89°05'09" W, along said North Line a distance of 1324.30 feet; to the Northwest corner of
line of said Official Records Book 1117 Page 2348, S 00°l0'51" W, along said West Line a
distance of 2667.32 feet; to the Southwest corner of said Official Records Book 1117 Page 2348,
said point also being on the South line of said Section 5, Township 4 South, Range 18 East,
thence departing said West line and on said South line of Section 5, 5 89°1 1'37" W, along the
South Line of said Section 5, a distance of 1786.31 feet; , to the Southeast corner of a parce' of
Book 927 Page 581, N 0O°59'06" W, along said East Line a distance of 6424.07 feet; to the
on the North line of said Official Records Book 927 Page 581 S 89°00'54" W, along said North
line of Section 31, Township 3 South. Range 18 East, Columbia county Florida, thence departing
said Northerly line and on the West line of said Section 31, N 00°34'40" W, along said West Line
a distance of 1471 35 feet, to the Southwest corner of the Northwest 1/4 of said Section 31 thence
departing said West line and on the South line of said Northwest 1/4, N 89°09'34" E, along said
Official Records Book 1128 Page 1912, N 00°14'46" W, along said East Linc a distance of 543.65
the Southerly Right of way line of US Highway 90, N 89° I 6'59" E, along said Southerly Line a
76°40'Sl" E, still along said Southerly Right of way line of US Highway 90 a distance of 4528.29
feet; thence N 76°42'56" E, a distancc of 4404.74 feet, to the Northeast corner of a parcel of land
Florida. thence departing said Southerly R.ight of way line of US Highway 90 and on the West
line of said Official Records Book 815 Page 1299, said linc also being the West line of Official
2
14-20
Records Book 844 Page 1596 of thc Public Rccords of Columbia County. Flonda, S 01°lO56' E,
844 Page 1596, thence dcparUn said west lines and on the South line of said Official Records
RecorcLs of Columbia County, Florida, a distance of 2443.15 feet, thence S 00°46'43' E, a
distance of 1963.80 feet, to a point on the South line of Section 34, Township 3 South. Range 18
South. Range 18 East, Columbia county Florida, thence S 00°25'04' W, a distance of 5277.73
feet, to a point on the South line of said Section 3, Township 4 South, Range 18 Ea.t, thence S
88°2930 W, a distance of 2000.00 feet to the Southeast corner of said Section 3, said point also
Florida, thence departing said South line of said Section 3, 5 880 1255" W, along the South Line
of Section 4 a distance of 5263.16 feet to the Point of Beginning.
PARCEL B:
Section 1:
5.45-acre parcel of land in the NW '/4 of the SE '/4 as described as follos:
Begin at the Southwest corner of the Northwest 1/4 of the Southeast /4 and
run N 13°34'18 \V 340.17 feet; thence N 87°50OO' E 750.41 feet to a point
on the East line of the West 'Ia of said Northwest '/4 of the Southeast '/
thence S 0003028 E along said East line 333.60 feet to the Southeast corner
of said West ½ of the Northwest '/ of the Southeast 'A; thence S 87°50'OO"
W along the South line of said Northwest '/ of the Southeast '4 a distance
of 673.48 feet to the Point of Bcgi.nmng.
(Entirc Tax Parcel Number: Ol-4S-17-07466-000)
3
14-21
Prii I'revlcw - ColurnbI Cotu*iy Property Apcabrct - Map Primed on 7/I6I2 I 1;36O.. Page I of I
3-3
I.,
Ia'
3-'
I
Columbia County Property Appraiser
PARCEL: 343S1 1-10339-004 -
1)5T OXF F
PYw PUM C
IhAT
L
ATTCP4 TAX OYT
ATTRS TAXV'r
U4S*IO(.
& 3$
St*1430000V?U
. -'- .w
.
$
-.
-.. #t. ' --U
-
,
..
http:llg2.coIurnbia.flondapt.comIGISIPnnt
C tOzI CJI
There are no 2011 C.srtitied V&u8
cwttP cP
I2t16OII
P
V.
It Ci*
M4Y
LAND
øc
L1JOr*C Ii?$.1SL
i.
-
P
-01T
O! tfls parcel
!._
p
4
U
4
-
Lap.i.sp?pjboiilw1thjbn1igcarctcibjctwxIkjkm... 7/1612012
14.22
Inst. Number: 201212000817 Book: 1228 Page: 735 Date: 1/19/2012 Time: 12:47: 15 PM Page 1 of 6
THiS iNSTRUMENT PREPARED BY
Plum Creck Timberlands, L.P.
FLA-l-12-3(6), FLA-1-12-4(1), FLA-l-l2-6(2),
FLA-1-12-7(1),FLA-l-12-8 (1), FLA-1-12-1 1(1),
FLA-l.12-13(2)
File Nos. 560-5.11-5290 and 510-2.1 1-0180
File Nos. 560-5.11-5300 and 510-2.1 1-0190
201212000811 (d, *f1l20l2 T,n *247 FA
S1)o,,ia2401 60
DC.PDeW C,.Co(,o'b.i Co,n6y P.
lo(6 e.I22bP7
STATE OF FLOR[DA
COUNTY OF COLUMBIA
LEMITED WARRANTY DEED
THIS INDENTURE, made this 16th day of December, 2011, by ILUM CREEK
TIMBERLANDS, L.P., a Delaware limitcd partnership, authorized to do business in the state of
30328, hereinafter called the 'Grantor." to PLUM CREEK LAND COMPANY, a Dclaware
corporation, whose addrcss is One Concourse Parkway, Suite 755, Atlanta, Georgia 30328,
W I TN ES SETH
That the Grantor, for and in consideration of the sum of Ten and No/IO0 Dollars
($10.00) and other valuable considerations, receipt whereof is hereby ackrowledged, by these
presents does grant, bargain, sell, alien, rcniise, release, convey and confirm unto the Grantee the
"Real Property"
(AL019901.DOCXIALO)8663
14-23
#fCreek
Inst. Number: 20121200081) Book: 1228 Page: 736 Date: 1/19/2012 Time: 12:4715 PM Page 2 of 6
P. DeWitt Cason Clerk of Courts, Coumbia County, Florida
SUBJECT to all easements, rservations, resictions and encumbrances, apparent
or of record
RESERVING unto Grantor, its succcssors and assigns, ownership of and the
stem release arid periodic fertilizations), harvest and remove all timber and trees on the Real
itself and its successors and assigns, full rights of ingress arid egress to the Real Property to
manner to conform to the following: (I) the Sustainable Forestry InitiativeTM of SF1 Inc.; (2)
best management practiccs as identified in the 2008 Florida Department of Agriculture and
property in fee simple; that it has good right and lawful authority to sell and convey the property,
property is free of all enenmbrarices done or suffered by Grantor.
2
14-24
Inst. Number: 201212000817 Book 1228 Page: 737 Date: 1/19/2012 Time: 12:47:15 PM Page 3 of 6
P. DeWitt Cason Clerk of Courts, Columbia County, Flonda
IN WITNESS WHEREOF. thc Grantor has caused these presents to be executed in
Signed, seakcl and delivered
in the presence of:
PLUM CREEK TIMBERLANDS, .l'.
By: Plum cek Timber 1, L.L.C.,
itsQ eraiP
By:
Witness
Jaxn- . Kilb g
Seni Vice President - Real Estate and
Connie hike
Land lanagement
Print Name
ATFEST:
,1;Lc
By:
Witness
Eltza&th U. Fee
Assistant Secretary
Marlyn Minor
Print Name
(CORPORATE SEAL)
STATE OF GEORGIA
COUNTY OF FULTON
The foregoing instrument was acknowledged bcforc me this 16th day of
Dcccmber, 2011, by Jaincs A. Kilbcrg, Senior Vice President - Real Estate and Land
personally known to me and did not take an oath
ris A. Jakielski
Notary Public
My Commission Expires: Fcbrury 82013
(NOTARIAL SEAL)
3
Prepared by Moore Bass Consulting . July 2012
14-25
iMum Cr
Inst. Number: 201212000817 Book: 1228 Page: 738 Date: 1/19/2012 Time: 12:47:15PM Page 4016
EXhiBIT "A"
REAL PROPERTY
PARCEL A:
Township 3 South.Rarge 18 East:
Section 31:
The East 384.45 feet of the W1/2 of the NW1I4 lying South ofUS Hwy 90
The E112 oftheNWl/4 lying South of US Hwy 90
S 1/2 of the NE1/4 lying South of US Hwy 90
page 242 and
Section 32:
Section 33:
dcscnbcd in OR Book 843, page 753.
(Entire Tax Parcel Nwnber: 33-3S-18-10337-000)
Section 34:
ORBook8lS,pagel299
OR Book 725, pagc 041
(Portion ofTax Parcel Number: 34-3S-18-10339-000)
Township 4 South. Range IX East:
Section 3:
The West 2000 feet
(Portion of Tax Parcel Number: 03-4S-18-l0345-000)
Section 4:
All
A- I
Piepaied by Moore Bass Consulting -July 2012
14-26
I PlurnCreek
$1A_________ r.
Section 5:
All; Less and Except the West 862.90 feet and the W1/2 of the SE 1/4.
and Sections 3, 4, and 5, Township 4 South, Range 18 East, AU Lying South of US llighway 90,
Florida and run S 89°l 137" W, along the South Line of said Section 5, a distance of 1324.61 feet,
East line of said Official Records Book 1fl7 Page 2348, N 00°lO'24" E, along said East Line a
distance of 2669.80 feet to the Northeast corner of said Official Records l3ook 1117 Page 2348,
2348, S 89°0509' W, along said North Line a distance of 1324.30 feet: to the Northwest corner of
Tine of said Official Records Book 1117 Page 2348, S 00°lO'51' W, along said West Line a
thence departing said West line and on said South line of Section 5, S 89°l 1'37 W, along the
South Line of said Section 5, a distance of 1786.31 feet, , to the Southeast corner of a parcel of
Book 927 Page 581, N 0059'06" W, along said East Line a distance of 6424.07 feet; to the
on the North line of said Official Records Book 927 Page 581 S 89°O0'54" W, along said North
Line a distance of 5409.54 feet, to the Northeast corner of said Official Records Book 687 Page
242, of thc PublIc Records of Columbia County, Florida, thence departing said North line and on
Northerly Line of said Official Records Book 687 Page 242 a distance of 763.22 feet; to the \Vest
said Northerly line and on the West line of said Section 31, N 0003440 W, along said West Line
a distance of 1471.35 feet, to the Southwest corner of the Northwest 1/4 of said Section 31, thence
Official Records Book 1128 Page 1912, N 0001446 W, along said East Line a distance of 543 65
the Southerly Right of way line of US Highway 90, N 89l6'59" E, along said Southerly Line a
3872.70 feet, and having a chord bearing of N 82°58'55' E, a distance of 850.10 feet; thence N
76040Sl E, still along said Southerly Right of way line ofUS Highway 90 a distance of 4528.29
feet; thence N 76°42'56" E, a distance of 4404,74 feet, to the Northeast corner of a parcel of land
Florida, thence departing said Southerly Right of way line of US Highway 90 and on the West
line of said Official Records l3ook 815 Page 1299, said line also being the West line of Official
2
Prepared by Moore Bass ConsultEng -July 2012
14-27
PluniCretk
I
Records Book 844 Page 1596 ofthc Public Records of Columbia County, Florida, S 0101056 E,
along said \Vest Lines of said Official Records Book 815 Page 1299, and Official Rccords Book
Records of Columbia County, Flonda, a distance of 2443.15 feet, thence S 00'46'43" E, a
South, Range 18 East, Columbia county Florida, thence S 0002504 W, a distance of 5277.73
88°2930' W, a distance of 2000.00 feet to the Southeast corner of said Section 3, said point also
being the Southwest corncr of Section 4, Township 4 South, Range 18 East, Columbia county
Florida, thence deparnng said South line of said Section 3, S 88°12'55" W, along the South Line
PARCEl. B:
Township 4 South,Range 17 East:
Section 1:
5.45-acre parcel of land in the NW of the SE '/ as described as follows
Begin at the Southwest corner of the Northwest V4 of the Southeast V4 arid
run N 13°34'lS" W 340.17 feet; thence N 87°50'00" E 750.41 feet to a point
on the East line of the West '/2 of said Northwest V4 of the Southeast '/;
thence S 00030280 E along said East line 333.60 feet to the Southeast corner
of said West Vi of the Northwest '/4 of the Southeast 'A; thence S 87°50'00"
W along the South line of said Northwest / of the Southeast '/4 a distance
(Entire Tax Parcel Number: Ol-4S-17.07466-000)
3
14-28
Pnni Frcvicw - CoIwbii Counly Propaly Apprahtr - Map Prkucd on 7!' 612012 11:12:1.,. Page I oF L
05.4 S-I&-1034 7CV
PLUM CED( LNdEI COMPANY
45S SAd tVltQ011 -.U4,Scc V
ColumbEa County
Property Appraiser
P ARjCEL: O-4$.11O317-OOQ 11IIALANU cO6$00
fT i EXwt2 cF sii
LU VeVZ2
c
Ir* PtUU CEtl L MID
W4Y
PRO'9-SXML CENTER
5
i,
I-*3
3C11 C.vtm.d v.
L'd
ATtN TAX DT
ieT
3l
I3S5V
-n
__
DR
-
$&1 && DC ViP U 14
b
S__
4
,. c
S
tTPV 'i
.,
- I'$K
-
c
pw
1- -
-
'
=-
.L
htpi/g2.coturnbia.fldap&comrG IS/Prini_Mipp?pjbohbchhjbn1igcaFccc1bjc'mnoIkjkm... 7/16(2012
14-29
THIS INSTRUMENT PREPARED BY
Plum Creek Timberlands, L.P.
On Concourse Parkway. Suite 755
FLA-1-12-3(6), FLA-l-12-4(1), FLA-1-12-6(2),
FLA-I-12-7(l),FLA-1-12-8 (1), FLA-l-12-1 1(1),
FLA-l-12-13(2)
File Nos. 560-5.11-5290 and 510-2,11.0180
File Nos. 560-5.11-5300 and 510-2.11-0190
2Qi21OOO617 Date 1f190012 Tl,. 1247 P14
Slnp-Oo.d24O1 60
cc.P.Dewm Co.,.Coh,,,,t,.. Co., P, I o 0 t1Z26 P736
STATE OF FLORIDA
COU?rfY OF COLUMBIA
THIS INDENTURE, made this 16th day of December, 2011, by PLUM CREEK
TIMBERLANDS, L.P., a Delaware limited partnership, authorized to do business in the state of
Honda, and having a placc of business at One Concourse Parkway, Suite 755, Atlanta, Georgia
30328, hereinafter called the "Grantor,' to PLUM CREEK LAND COMPANY, a Delaware
hereinafter called the "Grarttee:
WITNESSETH:
That the Grantor, for and in corisideration of the sum of Ten and No/lOO Dollars
(S 10.00) and other valuable considerations, receipt whereof is hereby acknowledged, by thcsc
described in Exhibit "A" attached hereto and made a part hereof and referred to herein as thc
'Real Property"
belonging or in anywise appertalning.
(ALO 19901 .DOCX ) ALO 8663
14-30
or of record.
rights to manage, conduct silvicultural enhancements (including intermediate thinnings. woody
stem release arid periodic fertilizations), harvest and remove all timber and trees on the Real
itself and its successors arid assigns, full rights of ingress and egress to the Real Property to
harvest the Rescrvcd Timber. All harvesting and silvicultural operations will be conducted in a
manner to conform to the following: (l)the Sustainable Forestry InitiativeTM of SF! Inc.; (2)
best management practices as identified in the 2008 Florida Department of Agriculture and
property in fee simple; that it has good right and lawful authority to sell and convey the property;
claims of all pci-sons owning, holdrng, or claiming by, through or uhder Grantor; arid that the
property is free of aH encumbrances done or suffered by Grantor.
2
Prepared by Moore BassConsulting -July 2012
14-31
its name, and its corporate seal to be hereunto affixed, by its proper officers thercunto duly
in the presence ol
By Plum eek Timber I, L.L.C.,
its G eral Part
lain
Witness
Connie [like
Kilb.rg
Seni Vice PresidentReal Estate and
I and anagement
Print Name
ATFEST:
By:
Eliza eth U. Fcc
Assistant Secretary
Witness
Marlyn Minor
Print Name
(CORPORATE SEAL)
STATE OF GEORGIA
COUNTY OF FULTON
December, 2011, by James A. Kilberg, Senior Vice President Real Estate and Land
Management of Plum Creek Timber!, L.L.C., general partner of Plum Creek Timberlands,
L.P., the limited partnership that executed the within and foregoing instrument. He is
personally known to mc and did not take an oath
oris A. Jakielski
Notary Public
My Commission Expires: February 82013
(NOTARIAL SEAL)
3
Prepared by Moore Bass Consultinq -July 2C12
14-32
PlumCreek
_______
EXIUBIT "A"
REAL PROPERTY
PARCEL A:
Section 31:
The East 384.45 feet of the W1/2 of the NW1I4 lying South of US Hwy 90
The E112 of the NW1/4 lying South of US Hwy 90
Land owned by the City of Lake City a. described in OR Book 682,
page 242 and
Land owned by Suwannee River Water anagement District as
(Entirc Tax Parcel Number: 31 -3S-1 8-10332-000)
Section 32:
Section 33:
Section 34:
OR Book 725. page 041
Townshii, 4 South. Range 18 East:
Section 3:
The West 2000 feet
Section 4:
All
A-I
Prepared by Moore BassConsultirlg -July 2012
14-33
PlurnCreek
-
P. De Witt Cason Clerk of Courts, Columbia County, Florida
Section 5:
All; Less and Except the West 862.90 feet and the W1/2 ofthe SEI/4.
All the above being more particularly described ac follows:
A parcel of land lying and being in Sections 31, 32, 33, arid 34, Township 3 South, Range 18 East
and Sections 3, 4, and 5, Township 4 South, Range 18 East, AU Lying South of US Highway 90,
Columbia County Florida, being descnbeci as follows:
Ftonda and run S 89°l 137' W, along the South Line of said SectionS, a distance of 1324.(1 feet,
East line of said Official Records Book 1117 Page 2348, N 00°10'24" E, along said East Line a
thence departing said E.st line and on the North line of said Official Records Book 1117 Page
2348, S 8905'09" W, along said North Line a distance of 1324.30 feet; to the Northwest corner of
line of said Official Records Book 1117 Page 2348, S 00°lO51" W, along said West Line a
said point also being on the South line of said Section 5, Township 4 South, Range t 8 East,
thence departing said West line and on said South line of Section 5, S 89°l l'37 W, along the
South Line of said Section 5. a distance of 1786.31 feet; , to the Southeast corner of a parcel of
Book 927 Page 581, N 00°5906" W, along said East Line a distance of 6424.07 feet; to the
on the North line of said Official Records Book 927 Page 581 S 89°O0'54" W, along said North
Northcrly Line of said Official Records Book 687 Page 242 a distance of 763.22 feet; to the West
said Northerly line and on the West line of said Section 31, N OO°34'40" W, along said West Line
departing said West line and on the South line of said Northwest 1/4, N 89°0934" E, along said
Records Book 1128 Page 1912, thence departing said South line and on thc East line of said
Official Records Book 1128 Page 1912, N 00°14'46" W, along said East Line a distance of 543.65
the Southerly Right of way line of US Highway 90, N 89"16'59" E, along said Southerly Line a
distance of 5007.83 feet, to the beginning of a curve coiscave Northwesterly having a Radius of
76°40'Sl' E, still along said Southerly Right of way line ofUS Highway 90 a distance of 4528.29
feet; thence N 76M2'56' E, a distance of 4404.74 feet, to the Northeast corner of a parcel of land
2
14-34
Inst. Number: 201212000817 Book: 1228 Page: 740 Date: 1/19/2012 Time: 12:47:15 PM Page 6 of &
Records Book 844 Page 1596 of thc Public Rccords of Columbia County, Florida, S 0l°10'56" E,
Book 844 Page 1596. N 88°49'04" E, along said South LIne of Official Records Book 844 Page
Records of Columbia County, Florida, a distance of 2443.15 feet, thence S 0004643 E, a
distance of 1963.80 feeL, to a point on the South line of Section 34, Township 3 South, Range 18
East, Colwnbia county Florida, said point also being on the North line of Section 3, Township 4
South. Range 18 East, Columbia county Florida, tl,er,cc S 00°25'04" W, a distance of 5277.73
fcct. to a point on the South line of said Section 3, Township 4 South, Range 18 East, thence S
88°2930 W, a distance of 200000 feet to thc Southeast corner of said Section 3, said point also
Florida, thence departing said South line of said Section 3, S 88°12'55" W. along the South Line
PARCEL B:
Section 1:
5.45-acre parcel of land in the NW Y4 of the SE '/4 as described as follows:
Begin at the Southwest corner of the Northwest '4 of the Southeast '/ and
run N 13°34'18' W 34017 feet; thence N 87°50'OO' E 750.41 feet to a point
on the East line of the West '/2 of said Northwest ¼ of the Southeast ¼;
thence S 00°30'28' E along said East line 333.60 feet to the Southeast corner
of said West ½ of the Northwest '/ of the Southeast ¼; thence S 87°50'OO"
W along the South line of said Northwest 14 of the Southeast /4 a distance
(Entire Tax Parcel Number: Ol-4S-l7-07466-000)
3
14-35
Print Prr%',CW -
CiIumbri County Property Appraiser - Mip Pnfflcd o 7/1612012 11:11; I
Pagc 1 or I
04.45- 8-iO3*
PLt*4J RtE' LAIIO COMPANY
MOAC1V%Q0I1 -SM.914 500-VU
I'.1.
&1
& R.. IL
p
I..
'-
'.1
14
Coaumbla County Prop.rty Appraiser
L.y.'.)-:c41Isp
PARCEL 04-4S-18-10346-000
,
EIw PU*S CEP( LAIt
I'.
*'iIH
14TR 0
ll
Lino
s: 00
*ft!d t&1P7
116.1,I
-
.ç -
-..-.
Q0
$10. 1(0 00
'I &-0O Vl(j
I-.
..Vde - .
.
w
,
______
1W ...
-
_____
.s
4Z,4p4.
S
lIpi/g2.cO1Lzfltbi.Moi dap cN&GIS/Prm Mpaip?pobbchhjbI%Iitatccc1bjcrnne1kjkm.. 7/I 6(2() I2
14-36
PIurnC
1
I
THIS INSTRUMENT PREPARED BY
Ehi.abeth U. Fee. Division Counsel
Plum Creek Timberlands, L.P.
One Concourse Parkway, Suite 755
FLA-1-12-3(6), FLA-1 -12-4(1), FLA-1-12-6(2),
FLA-l-12-7(1),FLA-1-12-8 (I), FLA-1-12-1 1(1),
FLA-1-12-13(2)
File Nos. 560-5.l1-5290and510-2.11-0180
File Nos. 560-5.11-5300 and 510-2.11-0190
F2VI21ZOiXi8l7 Ls10 1t1W2O2 T,n.. 12:47 I
t Stnp24O15O
DeW
Ce,o,, Cohe,,b... Cow* Pee., 1
0
1228 P T35
STATE OF FLORIDA
COUNTY OF COLUMBIA
THIS INDENTURE, made this I 6 day of December, 2011, by PLUM CREEK
TIMBERLANDS, L.P., a Delaware limited partnership, authorized to do business in the state of
Flonda, and having a place of business at One Concourse Parkway, Suite 755, Atlanta, Georgia
30328, hereinafter called the "Grantor "to PLUM CREEK LAND COMPANY, a Delaware
corporation, whose addressis One Concourse Parkway, Suite 755, Atlanta, Georgia 30328,
WITNESSETH:
That the Grantor, for and in consideration of the sum of Ten and No/l00 Dollars
($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, by these
described in Exhibit 'A" attached hereto and made a part hereof and referred to herein as the
"Real Property'
TOGETHER with all the tenements, hercditnmcnts and appurtenances thereto
(AL019901 DOCX)AL018663
14-31
Inst. Number: 201212000817 Book: 1228 Page: 736 Date: 1/19/2012 Time: 12:47:15 PN1 Page 2 of 6
SUBJECT to all ea.ements, reservations, restnctions and encumbrances, apparent
or of record.
RESERVING unto Grantor, us successors and assigns, ownership of and the
rights to manage, conduct silvicultural enhancements (including antermediate thinnings, woody
stem release and penodic fertilizations), harvest and remove
aB
timber and trees on the Real
itself and its Successors and assigns, full rights of ingress and egress to the Real Property to
harvest the Rcscrved Timber. All harvesting and silvicultural operations v'ill be conducted in a
manner to conform to the following: (1) the Sustainable Forestry InitiativeTM of SF1 Eric.; (2)
beat management practiecs as idcntified in the 2008 Florida Department of Agriculture and
ANT) the Grantor hereby covenants with Grantee that it is lawfully seized of the
property in fee simple; that it has good right and lawful authority to sell and convey the pmperty;
2
Piepared by Moore Bass Consulting -July 2012
14-38
Inst. Number 201212000517 Book: 1225 Page: 737 Date: 1/19/2012 Time: 12:47:15PM Page3of6
1
in the presence of:
By: Plum 'eek Timber 1, L.L.C.,
itsG eral Part
L/\.,'.k__
By:
Witness
Jam
seni
Connie Duke
Print Name
Kilb g
Vice President - Real Estate and
Land Ian agem ent
ATTEST:
Witness
7&
By:
4U
(L
..
-
Elizabeth U. Fee
Assistant Secretary
Marlyn Minor
Print Name
(CORPORATE SEAL)
STATE OF GEORGIA
COUNTY OF FULTON
December, 2011, by Jamcs A. Kilberg, Senior Vice President - Real Estate and Land
Management of Plum Creek Timber I, L.L.C., general partner of Plum Creek Timberlands
L.P., the limited partnership that executed the within and foregoing instrument. He is
personally known to me and did not take an oath______
oris A. Jakielski
Notary Public
My Commission Expires: February 8k 2013
(NOTARIAL SEAL)
3
14-39
PDeWitt Cason Clerk of Courts, Columbsa County, Florida
EXIIIB1T "A"
REAL PROPERTY
PARCEL A:
Township 3 South Range IS East
Section 31:
The East 384.45 feet of the W112 ofthe NWI/4 lying South ofUS Hwy 90
S 1/2 of the NE 1/4 lying South of US Hwy 90
The S 1/2 Less and Exccpt the following two parcels of land:
a) Land owned by the City of Lake City as described in OR Book 682,
page 242 and
1,) Land owned by Suwannee River Water Management District as
(Entire Tax Parcel Number: 31-3 S-i 8-10332-000)
Section 32:
Section 33:
described in OR Book 815, page 1299 and Less and Except 20 acrcs as
(Entire Tax Parcel Number. 33-3S-18-10337-000)
Section 34:
ORBook8l5,page 1299
Township 4 South, Ranue 18 East:
Section 3:
The West 2000 feet
Section 4:
All
(Entire Tax Parcel Number: 04-4S-lS-10346-000)
A-I
Inst. Number: 201212000817 Book: 1228 Page: 739 Date: 1/19/2012 Time: 12:47:15 PM Page 5 0(6
Section 5:
All, Less and Except the West 862.90 feet and the Wl/2 of the SEI/4.
(Entire Tax Parcel Number: 05-4S-1 8-10347-000)
and Sections 3, 4, and 5, Township 4 South, Range 18 East, All Lying South of US Flighway 90,
Florida and run S 89° 1137' W, along the South Line of said Section 5, a distance of 1324.61 feet,
East line of said Official Records Book 1117 Page 2348, N 00°l0'24" E. along said East Line a
2348, S 89°0509" W, along said North Line a distance of 1324.30 feet; to the Northwest corner of
line of said Official Records Book 1117 Page 2348, S O0°lO'Sl" W, along said West Line a
thence departing said West line and on said South line of Section 5, S 89°ll'37" W, along the
South Line of said Section 5, a distance of 1786.31 feet, , to the Southeast corner of a parcel of
County, Florida. , thence departing said South line and on the East line of said Official Records
Book 927 Page 581, N 00°5906" W, along said East Line a distance of 6424.07 feet; to die
Line a distance of 5409.54 feet, to the Northeast corner of said Official Records Hook 687 Page
line of Section 31, Township 3 South. Range 18 East, Columbia county Florida, thence departing
said Northerly line arid on the West line of said Section 31, N 00°34'40" W, along said West Line
a distance of 147135 feet, to the Southwest corner of the Northwest 1/4 of said Section 31, thence
Official Records Book 1128 Page 1912, N 00°l4'46" W, along said East Line a distance of 543.65
feet, to the Southerly Right of way tine of US Highway 90, thence departing said East line and on
76°40'Sl" E, still along said Southerly Right of way line ofUS Highway 90 a distance of 4528.29
feet, thence N 76°42'56' E, a distance of 4404.74 feet, to the Northeast corner of a parcel of land
line of said Official Records Book 815 Page 1299, said line also being the West line of Official
2
14-41
Records Book 844 Page 1596 of thc Public Records of Columbia County, Flonda, S 0l°1O'56" E,
along said West Lines of said Official Records Book 8l5 Page 1299, and Official Records Book
844 Page 1596 a distance of 31 55.30 feet, to the Southwest corner of said Official Records Book
Records of Columbia County, Florida, a distance of 2443.15 feet, thence S OO°46'43" E, a
distance of 1963.80 feet, to a point on the South line of Section 34, Township 3 South. Range IS
South, Range 18 East, Columbia county Florida, thence S 00°25'04" W, a distance of 5277.73
fcct, to a point on the South line of said Section 3, Township 4 South, Range 18 East, thence S
88°29'30" W, a distance of 2000.00 fcct to the Southeast corner of said Section 3, said point also
Florida, thence departing said South line of said Section 3, S 88°l255" W, along the South Line
PARCEL B:
Section 1:
5.45-acre parcel of land in the NW '/4 of the SE ¼ as described as frllows
Begin at the Southwest corner of the Northwest ¼ of the Southeast ¼ and
run N 1 3°34'l 8" W 340.17 feet; thence N 87°5O'OO" E 750.41 feet to a point
on the East line of the West V2 of said Northwest '4 of the Southeast '4;
thence S 0O"30'28" E along said East line 333.60 feet to the Southeast corner
of said West % of the Northwest ¼ of the Southeast ¼; thence S 87°50'OO"
W along the South line of said Northwest /4 of the Southeast '/4 a distance
(Entire Tax Parcel Number: 01 -4S- 17-07466-000)
3
Prepared by Moore lass Consulting -JUly 2012
14-42
Print Pirviw Columbia County Prop IyAppru%cr-M1p Prinicdon
7I'&2O2 I1:3&3
c 1 oIl
Columbia County Property Appraiser
L*.
PARCEL. 03-4S-I$-10345-OOI
!L
.-'T3fl
J ',&J4 Ø11 ;wt.d
P4eaPtA*I C5J (êJ.
tSSJOI'4'¼ tNTi D
flr are iw 20t I Cert,lied Va'ues Io titS
M.
Ofl
*ri uc*r
GA )ISS
I2fl.2Cfl
....-__.s_
f*M
'-
w%.r U_
I
14OOOOVU
I4
i...I.& V
I
UbI.I -
hup//bb.flt id
.
- .- -
aoui(i lSlPrthi_Ma ap1pjboi bcMjbnIigcafcccIbjcmioIkJkrw
7/1W2() 12
14-43
Inst. Number: 201212000817 Book: 1228 Page: 735 Date: 1/19/2012 Time: 12:47:15 PNI Page 1 of 6
AND SHOULD BE RETIJRNED TO:
Plum Creek Timbcrlands L.P.
One Concourse Parkway, Suite 755
FLA-1 -12-3(6), FLA- 1-1 2-4(1), FLA- 1-12-6(2),
FLA-1-12-7(1),FLA-1-12-8 (1), F.LA-1-12-1 1(1),
FLA-1 -12-13(2)
Fiie Nos. 560-5.1 1-5290 and 510-2.11-0180
File Nos. 560-5.11-5300 and 510-2.11-0190
201212000817
1/190012 Trl2.47
S,,p [,.,d4O1 50
,P D.Y.0
I
Cow,ey Pj., I o( 6 t 1228 P.735
STATE OF FLORIDA
COUNTY OF COLUMBIA
THIS iNDENTURE, made this 16th day of December, 2011, by PLUM CREEK
TIMBERLANDS, L,P., a Dclaware limited partnership, authorized to do business in the state of
30328, hereinafter called the 'tor" to PLUM CREEK LAND COMPANY, a Delaware
hereinafter called the "Grantce:
WITNESSETH:
That the Grantor, for and in consideration of the sum of Ten and No/100 Dollars
($10.00) and other valuable considerations, receipt whereof is hcrcby ackrtowledged, by thesc
prcscnts does grant, bargain, sell, alien, remisc, release, convey and confirm unto the Grantee the
tracts or parcels of land 1ing and being in Columbia County, Florida, more particularly
"Real Property'
TOGETHER with all the tenements, hereditnmcnts and appurtenances thereto
belonging or in anywise appertaming.
(AL019901 DOCX)AL018663
14-44
P.DeWitt Cason Clerk of Courts, ColumbIa County, Florida
or of record.
rights to manage, conduct silvicultural enhancements (mcluding intermediate thinnings, woody
stem release and periodic fertilizations), harvest and remove all timber and trees on the Real
itself and its successors and assigns, full ngbts of ingress and egress to the Real Property to
harvest the Rcsci-vcd Timber. All harvesting and silvicultural operations will be conducted in a
manner to conform to the following: (1) the Sustainable Forestry Lnitiativc
of SF1 Inc.; (2)
best management practices as idcntified in the 2008 Florida Department of Agriculture and
property in fee simple; that it has good nght and lawful authority to sell and convey the property;
2
Prepared by Moore Bass Consulting-July 2012
14-45
P. DeWitt Cason Clerk of Courts, Columbia County, Floiida
its name, and its corporate seal to be hereunto affixed, by its proper officers thcreunto duly
in the presence of:
_-'\-.-k_-.
By: Plum (1reek Timber I, L,L.C,,
its Oederal Part
By:
Wjthess
JameA. KiIb
Connie Duke
Print Name
Seniçi4 Vice President - Real Estate and
I andj4anagement
ATtEST:
74
Witness
Z&c
By:
Elizacth U. Fcc
Marlyn Minor
Assistant Secretary
Print Name
(CORPORATE SEAL)
STATE OF GEORGIA
COUNTY OF FULTON
Dcccmbcr, 2011, by Jamcs A. Kilberg. Senior Vice President - Real Estate and Land
L.P., the limited partnershsp that executed the within and foregoing instrument. He is
personally known to me and did not take an oath_______
.oris A. Jakielski
Notary Public
My Commission Expires: February 82013
(NOTARIAL SEAL)
3
14-46
Inst. Number: 201212000817 Book: 1228 Page: 738 Date: 1/19/2012 Time: 1247:15 PM Page 4 of 6
P.DeW,tt Cason Clerk of Courts, Columbra County, Florida
EXHIBIT "A"
REAL PROPERTY
PARCEL A:
Section 31:
The East 384.45 feet of the W1/2 of the NW (/4 lying South of US Hwy 90
page 242 and
(Entire Tax Parcel Number: 31.3S-18-10332-000)
Section 32:
(Entire Tax Parcel Number: 32-3S-1 8-10335-000)
Section 33:
descnbcd in OR Book 843, page 753.
Section 34:
(Portion of Tax Parcel Number: 34-3S-lS-lC)339-000)
Townshic, 4 South. Range 18 East:
Section 3:
The We.st 2000 fcct
Section 4:
All
A-I
14-47
P. DeWitt Cason Clerk of Courts, Columbia County, Flonda
Section 5:
All, Less and Except the West 862.90 feet and the Wl12 of the SE 1/4.
(Entire Tax Parcel Number. 05-4S-18.10347-000)
All the above being more particularly described as foliows:
and Sections 3, 4, and 5, Township 4 South, Range 18 Easi, All Lying South of US Highway 90,
Begin at the Southeast Corner of Section 5, Township 4 South, Range 18 East. Columbia county
Florida and run S 89°1l'37" W, along the South Line of said Section 5, a distance of 1324.61 feet,
of the Public Records o Columbia County, Florida, thence departing said South line and on the
East line of said Official Records Book 1117 Page 2348, N 00°lO'24" E, along said East Lir.c a
2348, S 89°05'09' W, along said North Line a distance of 1324.30 feet; to the Northwest corner of
line of said Official Records Book 1117 Page 2348, S 00°10'51" W, along said West Line a
thence departing said West line and on said South line of Section 5, S 89°! I'37' W, along the
South Line of said Section 5, a distance of 1786.31 feet: , to the Southeast corner of a parcel of
Book 927 Page 581, N 00°59'Oo" W, along said East Line a distance of 6424.07 feet; to the
242, of the Public Records of ColumbIa County, Florida, thence departing said North line and on
said Northerly line and on the West line of said Section 31, N 00°34'40" W, along said West Line
Official Records Book 1128 Page 1912, N 00°14'46" W, along said East Line a distance of 543.65
feet, to the Southerly Right of way Line of US Highway 90, thence departing said East line and on
3872.70 feet, and having a chord bearing of N 82°58'SS" E, a distance of' 850.10 feet; thence N
76°40'Sl" E, still along said Southerly Right of way line of US Highway 90 a distance of 4528 29
feet; thence N 76°42'56" E, a distance of 4404.74 feet, to the Northeast corner of a parcel of land
as described in Official Records Book 815 Page 1299 of' the Public Records of Columbia County,
2
14-48
Records Book 844 Page 1596 of the Public Records of Columbia County, Florida, S 0ll056' E.
844 Page 1596, thence departmg said west lines and on the South line of said Official Records
Book 844 Page 1596, N 88°49'04" F, along said South Line of Official Records Book 844 Page
Records of Columbia County, Florida, a distance of 2443.15 feet, thence S 0O046r43 E, a
South. Range 18 East, Columbia county Florida, thence S 0002504 W, a distance of 5277.73
88°29'30" W, a distance of 2000 00 feet to the Southeast corner of said Section 3, said point also
Florida, thence departing said South line of said Section 3, S 88°12'55" W. along the South Line
PARCEL B:
Townshir, 4 South, Range 17 East:
Section 1:
5.45-acre parcel of land in the NW 1/4 of the SE i/ as described as follows:
Begin at the Southwest corner of the Northwest ¼ of the Southeast 1/ and
nm N 13°34'lS' \V 340.17 feet; thence N 87°50'OO" E 750.41 feet to a point
on the East line of the West '/3 of said Northwest ¼ of the Southeast ¼;
thence S O0°30'28" E along said East line 333.60 feet to the Southeast corner
of said West t/i of the Northwest ¼ of the Southeast ¼; thence S 87°50'OO"
W along the South line of said Northwest ¼ of the Southeast 'A a distance
of 673.48 feet to the Point of Beginning
(Entire Tax Parcel Number: 01.4S-17-07466-000)
3
Prepared by Moore Bass consulting -July 2012
14-49
REZONING AND
SUBMITTAL
Plum Creek
Growing Value from Exceptional Reource
DsU1ct No. 1- Ronald Wiltiams
D1i1d No. 2- Riy D&rattec
D]1ct No.3- kxty DtPr
DsU1ct No.4- Stephen E. BaIev
D]1ct No.5- $carI P. Fr1na
BO%Rlp ow Cot:i
Cq11IlssIoEuIs
Co.uuii,. (bou,.i
23 August2012
TO:
Board of County Commissioners
FROM:
Planning and Zoning Board,
Serving also as the Local Planning Agency
SUBJECT:
Z 0531, Part I (Plum Creek Land Company)
Concurrency Assessment Concerning an Amendment to the Official
Zoning Atlas of the Land Development Regulations
Zoning amendments are ineligible to receive concurrency reservation because they are too
conceptual and, consequently do not allow an accurate assessment of public facility impacts.
Therefore, the following information is provided, which quantifies for the purposes of a
nonbinding concurrency determination, the demand and residual capacities for public facilities
required to be addressed within the Concurrency Management System.
Z 0531, an application by Plum Creek Land Company, to amend the Official Zoning Atlas of the
Land Development Regulations by changing the zoning district from AGRICULTURE-i (A-I)
to MIXED USE DEVELOPMENT-INTERMODAL (MUD-I) for property described, as follows:
Begin at the Southeast Corner of SectionS, Township 4 South, Range 18 East, Columbia County
Florida and run S 88°43'48" W, along the South Line of said Section 5, a distance of 1319.63 feet, to
the Southeast corner ofa parcel of land as described in Official Records Book 1117 Page 2348 of the
Public Records of Columbia County. Florida; thence departing said South line and on the East line of
said Official Records Book 1117 Page 2348, N 00°02O8 E, along said East Line a distance of
262.1 3 feet to the Northeast corner of said Official Records Book 1117 Page 2348; thence departing
said East tine and on the North line of said Official Records Book 1117 Page 2348, 5 88044140 W,
along said North Line a distance of 1,316.23 feet to the Northwest corner of said Official Records
Book 1117 Page 2348;thenceS O00O827!t W, 2,662.58 feet to the Southwest corner of said Official
Records Book 1117 Page 2348, said point also being on the South line of said Section 5, Township 4
OOARD MEETS FIRST THURSDAY AT 1:00 P.M
AND THIRD THURSDAY AT 700 PM.
P. 0. BOX 1529
V
LAKE CITY. FLORIDA 32056-1529
V
PHONE (396) 755-4100
Memorandum
Page 2
South, Range 18 East; thence departing said West Line and on said South line of Section 5, S
88°45'59" W along the South Line of said Section 5, a distance of 1,774.4! feet to the Southeast
corner of a parcel of land as described in Official Records Book 927 Page 581 of the Pubhc Records
of Columbia County, Florida; thence departing said South line and on the East line of said Official
Records Book 927 Page 581,N00°58'35" W, along said East Line a distance of 6415.92 feet to the
Northeast corner of said Officiai Records Book 927 Page 581; thence departing said East line and on
the North line of said Official Records Book 927 Page 581,S 89001t28fl W, along said North Line a
distance of 5408.85 feet to the Northwest corner of said Official Records Book 927 Page 581, said
point also being the Northeast corner of a parcel of land as described in Oftkial Records Book 687
Page 242 of the Public Records of Columbia County, Florida; thence departing said North line and
on the Northerly line of said Official Records Book 687 Page 242, N 8O04.4t12 W, along said
Northerly Line of said Official Records Book 687 Page 242 a distance of 762.42 feet to the West line
of Section 31, Township 3 South, Range 18 East, Columbia County Florida, thence departing said
Northerly line and on the West line of said Section 31, N 00°32'2J" W, along said West Line a
distance of 1397.55 feet to the Southwest corner of the Northwest 1/4 of said Section 31; thence
departing said West line and on the South line of said Northwest 1/4, N 880511329 E, along said
South line of the Northwest 1/4 a distance of 105194 feet to the Southeast corner of a parcel of land
as described in Officiai Records Book 618 Page 693; thence departing said South line and on the
West line of said Official Records Book 618 Page 693, N 01°1F4P W, along said West Line a
distance of 538.51 feet to the Southerly Right of way line of US Highway 90 (per State Road
Department Right of Way Map, Section 2901, Project 24, Operating No. 3057, Variable Width Right
of Way); thence N 8902010211 E aiong said Southerly Right of way lineadistance of 4895.90 feet to
the begirming of a curve concave Northwest having a Radius of 3872.70 feet and a central angle of
12°38'26; thence continue on said Southerly Right of Way line and on the arc of said curve, a
distance of 854.39 feet, said arc being subtended by a chord which bears N S3°OO'49" E, a distance of
852.66 feet to the curves end; thence N 76°4F36" E, continue aiong said Southerly Right of way line
of US Highway 90a distance of 8,321.41 feet; thenceN7639'O6"E continue along said Southerly
Right of way line a distance of 583.98 feet; thence 5 01 033t5011 E, 3 154.68 feet; thence N 88°27'22"
E, 245 1.87 feet; thence 50101 8'49 E, 1,944.36 feet; thence S OO°42'24 W, 5,298.31 feet to a point
on the South line of said Section 3; thence S 88°O9'59W, 2,000.00 feet to the Southwest corner of
said Section 3; thence S 88°39'34" W, along the South Line of Section 4 a distance of 5,272.22 feet
to the Point of Beginning. Containing 2,622.40 acres, more or less.
LESS AND EXCEPT:
A parcel of land lying and being in Sections 4 and , Township 4 South, Range 18 East, Columbia
County, Florida; thence on the South line of said Section 4. N 89039t34 E, a distance of 102.59 feet
to the Point of Beginning; thence N49°1Y02't W, 123.11 feet; thence N42O28h11t! W,246.18 feet;
thence N 57°4423" W, 209.44 feet; thence N 49°40'lF' W, 181.29 feet; thence N 49029b07 W
129.03 feet; thence N 43°152(r W, 150.65 feet; thence N 10°3019" W, 114.16 feet; thence N
23°OO'58 E, a distance of 124.27 feet; thence N 65002!33u E, 99.15 feet; thence N78°4643" E1 a
distance of 105.59 feet; thenceN 88°l428' E, 134.53 feet; thence S 750031351t E, 135.93 feet; thence
Hoard of County Commissioners
Memorandum
Page 3
S 37°1T48" E, 149.33 feet; thence S 29039*2211 E, 166.95 feet; thence 5 3002915611 E, 153.43 feet;
thence S 46045t32t1 E. 110.47 feet; thence S 53°53'02" E, 197.92 feet; thence S 44°3817' E, a
distance of 82.91 feet; thence S 73°52'49" E, 141.36 feet; thence S 70°2Y1 8" E, a distance of 101.29
feet; thence S 43°30t4T' E, 284.07 feet to a point on aforesaid South line of Section 4; thence on said
South line, S 89°39'34" W, a distance of 687.54 feet to the Point of Beginning. Containing 13.66
acres, more or less.
AND
A parcel of land lying and being in Section 32, Township 3 South, Range 18 East and a parcel of
land lying and being in Section 5, Township 4 South, Range 18 East, all being in Columbia County,
County, Florida; thence on the West line of said Section 32, N 00025!361t W, 1,097.67; thence
N 8900lT28 E, 378.18 feet to the Point of Beginning; thence N Il°5&51" E, 141.39 feet; thence
N 214Otl0 E, 141.89 feet; thence N 56002t41M E, 138.46 feet; thence N 8O°444l' E, 166.33 feet;
thence N 88°1426" E, 138.87 feet; thence S 55025s57 E, 183.15 feet; thence S 41°22'12" E, 163.36
feet; thence S 2505 142t E, 180.66 feet; thence S 14059r59h1 E, 151.58 feet; thence S 19°27'35" E,
214.10 feet; thence S 12040156u E, 251.93 feet; thence S 23°07'48" E, 214.37 feet; thence S
O50l'47 E, 152.14 feet; thence S 03°32'57' E, 138.94 feet; thence S 01°4533" E, 112.83 feet;
thence S 11°22'29' W, 133.69 feet; thence S 54°15'4F' W, 94.34 feet; thence S 8302423t! W a
dist.ance of 137.16 feet; thence N 62058l44s W, 549.71 feet; thence N 00058!35 W, 1,163.29 feet;
thence S 89°0V28 W, 363.88 feet to the Point of Beginning. Containing 24.61 acres, more or less.
AND
County, Florida; thence on the East line of said Section 31. N O0°25'36" W, a distance of W97.67
feet to a point on the North line of those Lands Described in Official Record Book 927, Page 581 of
the Public Records of Columbia County, Florida; thence; S 89°01'28" W, 1 78.55 feet to the Point of
Beginning; thence continue S 89°0128" W, 1167.99 feet; thence: N 02°5T10" W, 159.69 feet;
thence N 01010135tt E, 135.59 feet; thence N l0°55'16' E, 142.35 feet; thence N 20°21'OO" E, 119.92
feet; thence N 44038!161t E, 100.69 feet; thence N 43014t26fl E, 83.47 feet; thence N 76°5551 E,
88.52 feet; thence N 84°4620" E, 114.79 feet; thence N 880 14t26 E, 118.05 feet; thence S
75°4850" E, 101.11 feet; thence 5 6901 6s48s E, 108.97 feet; thence S 6O°07'(W' E, 90.85 feet; thence
S 51°1123' E, 89.65 feet; thence S 46°12'34 E, 94.75 feet; thence S 4104723w E, 113.36 feet;
thence S 31°32'52' E, 140.79 feet; thence S 19003124n1 E, 126.33 feet; thence S 19057t17fl E, 148.58
feet to the Point of Beginning. Containing 15.04 acres, more or less.
Memorandum
Page 4
Commence at the Northeast corner of Section 33, Township 3 South, Range 18 East Columbia
County, Florida; thence on the East line of said Section 33,S 01°18'48 E, 147.20 feet to a point on
the Southerly right-of-way line of U. S. Highway 90 (a variable width right of way); thence
S 76°39'06' W, 1,060.12 feet to an angle point; thence S 76°41'36" W continuing on said Southerly
right-of-way line of U.S. Highway 90 adistanceof 1408.35 feet to the Point of Beginning; thence:
S 51°09'29" E, 163.45 feet; thence S 58004h10u E, 97.81 feet; thence S 68°0749" E, 236.89 feet;
thence S 590 17t18 E, 88.43 feet; thence S 36°27'17" E, 107.24 feet; thence S 28°1929" E, 106.16
feet; thence S 1504745It E, 139.82 feet; thence S 03°12'37" W, 156.58 feet; thence S 19°36'40 W,
167.51 feet; thence S 03057T)4't W, 136.32 feet; thence S 26°25'09 W, 215.44 feet; thence S
2502 11431r W, 312.43 feet; thence S 23052!54 W, 188.08 feet; thence S 0004348lr W, 156.14 feet;
thence S 12°15'03" E 186.23 feet; thence S 22041t02tr E, 246.88 feet; thence S 21°0T58" E, 143.71
feet; thence S 14°3Y49" E, 153.01 feet; thence S O1°45'34" E, 142.43 feet; thence S 0l045t34 E,
142.43 feet; thence S 01°45'34" E, 122.08 feet; thence S 18°O222 W, 180.21 feet; thence S
21°1022' W. 191.47 feet; thence S 14°30'03 'N, 169.56 feet; thence S O8°32'44 W, 151.66 feet;
thence S 13°5259' W, 176.08 feet; thence S 300 14t46 W, 127.97 feet; thence S O7°421 1" W,
123.76 feet; thence S 0203 8'22" W, 176.86 feet; thence S 14°45'2T' W, 173.60 feet; thence S
280 18t08 W, 123.09 feet; thence S 79°2T17" W, 121.03 feet; thence N 88°2334 W, 115.50 feet;
thence N 80°5225' W, 179.57 feet; thence N 52028!1211 W, 192.79 feet; thence N 46O4533 W,
143.87 feet; thence N 22°47'49" W, 188.93 feet; thence N 28° 1928" W, 227.48 feet; thence N
22°4749" W, 188.93 feet; thence N 23°33'39 W, 146.09 feet; thence N 27°3T33" W, 248.73 feet;
thence N 19006*48*s W, 227.38 feet; thence N 000 12*56fl E, 196.80 feet; thence N 10°2007' E,
194.21 feet; thence N 080 14!55 E, 234.16 feet; thence N 13039t46U E, 204.03 feet; thence N
01M5s34tt W, 196.68 feet; thence N 08°28'09" W, 232.19 feet; thence N 1704217ts W, 197.50 feet;
thence N 15°0000 W, 118.45 feet; thence N 23°3Y3911 W, 146.09 feet; thence N 24°3535" W,
139.82 feet; thence N 12°0Y52't W, 151.66 feet; thence N 01°45'34 W, 189.90 feet; thence N
I5°28'55' E, 205.94 feet; thence N 13°10'26' E, 178.29 feet; thence N 03°09'lT E, 346.12 feet to a
point on said Southerly right-of-way line of U. S. Highway 90; thence N 76°41'36' E on said
Southerly right-of-way line of U. S. Highway 90 a distance of 1,166.81 feet to the Point of
Beginning.
Said lands containing 194.84 acres, more or less.
All said lands containing 2,427.56 acres, more or less.
Boazd of County Commissioners
Memorandum
Page 5
The site is located within the City of Lake City community potable water system service area.
The community potable water system is currently meeting or exceeding the adopted level of
service standard for potable water facilities established within the Comprehensive Plan.
Based on Comprehensive Plan Policy 1.12.3 for maximum build out, the proposed amendment
could potentially result in 8,000,000 square foot gross floor area of industrial uses, 100,000
square feet gross floor areas of commercial/retail use and 300 single and/or multi-family
dwelling units located on the site.
An average industrial use is estimated to have 1.87 employees per 1,000 square feet gross floor
area:
8,000.0 (8,000,000 square feet gross floor area) x 1.87 (employees per 1,000 square feet gross
floor area) = 14,960 employees x 22.5 gallons of potable water usage per employee per day =
336,600 gallons of potable water usage per day.
An average specialty retail center use is estimated to have 1.82 employees per 1,000 square feet
gross floor area:
100.0 (100,000 square feet gross floor area) x 1.82 (employees per 1,000 square feet gross floor
area) l82employees x 45 gallons of potable water usage per employee per day = 8,190 gallons
of potable water usage per day.
Based upon an average potable water usage of 100 gallons of potable water usage per capita per
day x 2.55 persons per dwelling unit = 255 gallons of potable water usage per dwelling unit per
day.
300 (dwelling units) x 255 (gallons of potable water usage per dwelling unit per day) = 76,500
gallons of potable water usage per day.
Therefore, the estimated number of gallons of potable water required per day = 421,290 gallons
of potable water usage daily (336,600 + 8,190 + 76500 = 421,290).
Permitted capacity of the community potable water system = 9,000,000 gallons of potable water
per day.
The average daily potable water usage for 2010 = 35O6,000 gallons of potable water per day
Residual available capacity prior to reserved capacity for previously approved development =
5,494000 gallons of potable water per day.
Memorandum
Page 6
Less reserved capacity for previously approved development = 265,585 gallons of potable water
per day.
Residual available capacity after reserved capacity for previously approved development
5,228,415 gallons of potable water per day.
Less estimated gallons of potable water use as a result of this proposed development = 422)
gallons of potable water per day.
Residuai capacity after proposed development = 4,807,125 gallons of potable water per day.
Based upon the above analysis, the potable water facilities are anticipated to continue to meet
or exceed the adopted eve1 of service standard for potable water facilities as provided in the
Comprehensive Plan, after adding the potential potable water demand generated by the proposed
amendment.
The site is located within with the City of Lake City community centralized sanitary sewer
system service area. The community centralized sanitary sewer system is currently meeting or
exceeding the adopted level of service standard for sanitary sewer established within the
Comprehensive Plan.
could potentially result in 8,000000 square foot gross floor area of industriai uses, 100,000
square feet gross floor areas of commerciaL/retail use and 300 single and/or multi-family
An average indust.riai use is estimated to have 1.87 employees per 1,000 square feet gross floor
area:
8,000.0 (8,000,000 square feet gross floor area) x 1.82 (employees per 1,000 square feet gross
floor area) = 14,960 employees x 17.25 (gallons of sanitary sewer effluent per employee per day)
= 258O60 gallons of sanitary sewer effluent per day.
An average specialty retail center use is estimated to have 1.82 employees per 1,000 square feet
gross floor area:
100.0 (100,000 square feet gross floor area) x 1.82 (employees per 1,000 square feet gross floor
area) = 182 employees x 34.5 (gallons of sanitary sewer effluent per employee per day) = 6,279
gallons of sanitary sewer effluent per day.
Memorandum
Page 7
Based upon an average of 70 gallons of sanitary sewer effluent per capita per day x 2.55 persons
per dwelling unit = 179 gallons of sanitary sewer effluent per dwelling unit per day.
300 (dwelling units) x 179 (gallons of sanitary sewer effluent per dwelling unit per day) = 53,700
Therefore, the estimated number of gallons of sanitary sewer effluent generated per day =
318039 gallons of sanitary sewer effluent generated per day (258,060 + 6,279 + 53,700 =
31 8,039).
Permitted available capacity of the community centralized sanitaiy sewer system = 3.000,000
For 2010, the average dafly sanitary sewer treated
per day.
2,354,000 gallons of sanitary sewer effluent
The residual available capacity prior to reserved capacity for previously approved development
646,000 gallons of sanitary sewer effluent per day.
Less reserved capacity for previously approved development = 141,105 gallons of sanitary sewer
effluent per day.
Residual available capacity after reserved capacity for previously approved development =
504,895 gallons of sanitary sewer effluent per day.
Less estimated gallons of sanitary sewer use as a result of this proposed development= 318,039
gallon.s of sanitary sewer effluent per day.
Residual capacity after the proposed amendment = 1 86856 gallons of sanitary sewer effluent per
day.
B ased upon the above analysis, sanitary sewer facilities are anticipated to continue to meet or
exceed the adopted level of service standard for sanitary sewer facilities as provided in the
Comprehensive Plan, after adding the theoretical sanitary sewer demand generated by the
proposed amendment.
Solid waste disposal is provided for uses to be located on the site at the County landfill. The
Memorandum
Page 8
sivare feet gross floor areas of commercial/retail use and 300 single and/or multi-family
Based upon a solid waste generation of 5.5 pounds per 1,000 square feet gross floor area of
industrial use per day:
8000.0 (8,000,000 square feet gross floor area) x 5.5 (pounds of solid waste per 1 00O square
feet gross floor area = 44,000 pounds of solid waste per day.
Based upon a solid waste generation of 5.5 pounds per 1,000 square feet gross floor area of
commercial use per day:
100X) (100000 square feet gross floor area) x 5.5 (pounds of solid waste per 1,000 sivare feet
gross floor area = 550 pounds of solid waste per day.
Based upon 12 pounds of solid waste per dwelling unit per day:
300 (dwelling units) x 12 (pounds of solid waste per dwelling unit per day) = 3,600 pounds of
solid waste per day.
Therefore, the estimated number of pounds of solid waste generated per day = 48,150 pounds of
solid waste per day (44,000 + 550 + 3,600 = 48,150).
Total County average solid waste disposal per day (including municipalities) = 471,000 pounds
per day.
Based upon the aimual projections of solid waste disposal at the sanitary landfill for 2012, solid
waste facilities are anticipated to continue to meet or exceed the adopted level of service standard
for solid waste facilities, as provided in the Comprehensive Plan, after adding the solid waste
demand generated by the proposed amendment.
Drainage Impact -
Drainage facilities will be required to be maintained on site for the management of storrnwater.
As stonnwater will be retained on site, there are no anticipated addiiona1 impacts to drainage
systems as a result of the proposed amendment. The retention of stormwater is anticipated to
continue to meet or exceed the adopted level of service standard for drainage established within
the Comprehensive Plan.
Memorandum
Page 9
Recreation Impact The level of service standards est.ablishe1 within the Comprehensive Plan for the pro vision of
As there will be no increase in popu'ation as a result of a commercial or industrial use or any
other use allowed within a MixeI Use Development land use classification, there will be no neeI
for additional recreation facilities as a result of the proposed amendment. Therelore, the
proposed amendment is not anticipated to adversely impact recreation facilities.
BascI upon 2.5 persons per single famiiy dwelling unit:
300 (dwelling units) x 2.5 (persons per single family dwelling unit) = 76 persons.
The additional population associate1 with the potential single family residential use of the site is
not anticipate1 to adversely impact the current level of service provided by recreational facilities.
Therefore, recreatona1 facilities are anticipated to continue to meet or exceed the level of service
standards established within the Comprehensive Plan after the theoretical mixed use
development.
Resource-based and user-base1 facilities are anticipated to continue to meet or exceed the level
of service est.ablished within the Comprehensive Plan after the proposed amendment.
Traffic Impact -
The roadway serving the site is currently meeting or exceeding the level of service standard
Memorandum
Page tO
Summary of Trip Generation Calculations for an average Industrial Use
Based upon .68 p.m. peak hour trips per 1,000 square feet gross floor area per day:
8,000.0 (8,000,000 square feet gross floor area) x .68 (trips per 1,000 square feet gross floor area
per day) = 5,440 p.m. peak hour trips per weekday.
Summary of Trip Generation Calculations for an average Commercial Speciality Retail Use
Based upon 0.96 p.m. peak hour trips per 1,000 square feet gross floor area per day:
100.0 (100,000 square feet gross floor area) x 0.96 (trips per 1,000 square feet gross floor area
per day) = 96 p.m. peak hour trips, less 15 percent internal trips (15) = 81 p.m. peak hour trips
per weekday 96 - 15 = 81).
Summary of Trip Generation Calculations for Single Family Residential Dwellings
Based upon 1.02 p.m. peak hour weekday trips per single-family dwelling unit.
300 (dwelling units) x 1.02 (p.m. peak hour trips per weekday) = 306 p.m. peak hour trips per
weekday.
Therefore, the estimated number of p.m. peak hour weekday trips generated = 5,842 p.m. peak
hour trips generated per weekday (5440 + 81 + 306 = 5,842).
Boaid of County Commissioners
Memorandum
Page 11
The following table contains information concerning the assessment of the traffic level of service
on the surrounding roa1 network by the proposed amendment.
Level of
Service
Section
Section 30
U.S. 90
(from
end of 4
lane to
County east
boundary)
a
Sources:
Existing Existing
Level of
P.M.
Peak
Service
Hour
Trips
549a
C
Reserved
Capacity
Development
P.M. Peak
P.M.Peak HourTrips
Hour Trips
Previously
Approved
0
P.M. Peak
Hour Trips
With
Development
Level of
Service
With
Development
6,391
F
5,842
2011 Annual Average Daily Traffic Count Station Data,
florida Department of Transportation.
OualitylLevel of Service Handbook florida Department of Transportation,
February 2009.
Based upon the above analysis and the adopted levei of service standard of "D" with a capacity
of 1350 p.m. peak hour trips for Section 30, the roadway serving the site is not anticipated to
continue to meet or exceed the level of service standard required for traffic circulation facilities
as provided in the Comprehensive Plan after a1ding the potential trips associated with the
proposed development. The proposed MUD-I preliminary plan does have provisions for the
adding of additional lanes to U.S. Highway 90 in order to meet road capacity as development
occurs. The County still retains concurrency management for roads in the Comprehensive Plan
and provided that it continues it will be a good indicator as to when the additional lanes will need
to be added a building permits are issued for the build out of the development.
Memorandum
Page 12
The current land use of the site is agñculture-forest. The site is bounded on the north by
agriculture-forest, on the east by ajuvenile detention center and agriculture-forest, on the south
by agriculture-forest and City of Lake City potabie Water well fie'ds and on the west by City of
Lake City potable water well fields single family residential, indutria1 and agriculture-forest and
industrial land uses.
Histoñc esources
According to illustration A-Il of the Comprehensive Plan, entitled Historic Resources, which is
based upon the Florida Division of Historical Resources, Master Site File, dated 1989 and 1996,
there are no known historic resources located on the site.
Flood Prone Areas
According to illustration A-V of the Comprehensive Plan, entitled General Flood Map, which is
Agency, dated January 6, 1988, zone A is located throughout the site and comprising
approimate1y 20 percent of the site. The remainder of the site is located within zone X
comprisi.ng approximately 80 percent of the site. Zone A has been determined to be within the
100 year flood zone with no base flood elevation determined. Zone X has been determined to be
outside of the OO year flood.
Wetlands
According to illustration A-VI of the Comprehensive Plan, entitled Wetland Areas, which is
Wetlands Inventory, dated 1987, there are palustrine emergent, scrub-shrub, forested and open
water excavated seasonally flooded, semi-permanent, and permanent flooded wetlands located
throughout the site comprising approximately 2 percent of the site.
According to Policy V.2.4 of the Conservation Element of the Comprehensive Plan, "the County
shall require a 35-foot natural buffer around all wetlands and prohibit the location of agriculture,
residential, commercial and industrial land uses within the buffer areas".
In addition, Policy V.2.8 of the Conservation Element of the Comprehensive Plan states "Where
the akemative of clustering all structures on the non-wetland portion of the site CXStS, the
County shall conserve as defined in the environmentally sensitive land policy of the Future Land
Use Element of this Comprehensive Plan by prohibiting any development which alters the
natural functions of wetland".
Boath of Courdy Commissioners
Meimorandum
Page 13
Minerals
According to lllustzation A-Vu of the Comprehensive Plan, entitled Minerals, which is based
upon Natural Resources, prepared by the North Central Florida Regional Planning Council, 1977,
the site is within an area known to contain phosphate deposits.
Soil Types
According to Illustzation A-Vffl of the Comprehensive Plan, entitled General Soil Maps which is
October 1984, the site contain the following soils; 1onneau fine sand soils (2 to 5 percent
slopes), Hurricane fine sand soils, Leefield fine sand soils, Leon fuie sand soils, Mandarin fine
sand soils, Macotte fine sand soils, Pamlico muck, loamy subs tzatum soils, Peiham fine sand
soils, Pummer fine sand soils, PZu.mmer fine sand depress ionaf soils, Plumxner muck
depressional soils, Sapelo flne sand soils and Surrency fine sand soils.
Bonneau fine sand soils (2 to 5 percent slopes) are moderately well drained, gently sloping soils
on uplands and on knolls in the uplands. The surface and sibsurface layers are comprised of fine
sand to a depth of 27 inches. The subsoil layer is comprised of fine sandy loam and sandy clay
loam to a depth of 80 inches.
comprised of fine sand to a depth of 56 inches. The subsoil tayer is compñsed of fine sand to a
Leefield fine sand soils are somewhat poorly drained, nearly level soils on small flats and in
gently undulating areas. The surface and subsurface layers are comprised of fine sand to a depth
of 27 inches. The subsoil layer is comprised of sandy loam and sandy clay loam to a depth of 80
inches or more.
Leon fine sand soils are poorly drained, nearly level soils in broad flatwoods and in areas
adjacent to wet depressions and drainageways in the uplands. The surface and subsurface layers
are comprised of fine sand to a depth of 19 inches. The subsoil layer is comprised of fine sand to
a depth of 80 inches or more.
Mandarin fine sand soils are somewhat poorly drained, nearly level solis in slightly elevated
flatwood areas. The surface and subsurface layers are comprised of fine sand to a depth of 16
inches. The subsoil layer is comprised of fine sand to a depth of 80 inches or more.
Mascotte fine sand soils ae poorly drained, nearly level soils around wet depressions on uplands
and throughout the flatwoods. The surface and subsurface layers are comprised of fine sand to a
depth of 15 inches. The subsoil layer is comprised of fine sand, fine sandy loam and loamy sand
to a depth of 80 inches or more.
Menxrandurn
Page 14
Pamlico muck, loamy substratum soils are very poorly drained, nearly level soils along tributaries
of major streams and in drainageways, depressions and swamps. Typicai surface layer consists
of muck to a depth of 24 inches. The substratum consist of fine sand to a depth of 48 inches and
sandy clay loam to a depth of 80 inches or more.
Peiham fine sand soils are poorly drained, nearly level to gently sloping soils in shailow
depressions on broad Jow Jying fli in the flatwoods and in nearly levei areas on the uplands.
The surface and subsurface layers are comprised of fine sand to a depth of 31 inches. The
subsoil layer is comprised of sandy clay loam to a depth of 66 inches or more.
Plummer fine sand soils are poorly drained, nearly level soils in broad flat areas and adjoining
drainageways and ponds. The surface and subsurface layers are comprised of fine sand to a
depth of 56 inches. The subsoit layer is comprised of fine sandy loam to a depth of 80 inches or
more.
Plummer fine sand depressiona! soils are poorly drained, nearly Level soils in depressions. The
surface and subsurface layers are comprised of fine sand to a depth of 57 inches. The subsoil
'ayer is comprised of sandy clay loam to a depth of 75 inches.
Pluniiner muck depressional soils are poorly drained, nearly level soils in concave depressions
and poorly defined drainageways. The surface layer is comprised of sphagnum moss and muck
to a depth of 5 inches. The subsurface layer is comprised of fine sand to a depth of 55 inches.
The subsoil layer is comprised of fine sandy loam to a depth of 80 inches or more.
Sapelo fine sand soils are poorly drained, nearly level soils in the flatwoods. The surface and
subsurface layers are comprised of fine sand to a depth of 57 inches. The subsoil layer is
comprised of sandy clay loam to a depth of 80 inches or more.
Surrency fine sand soils are poorly drained, nearly level soils in depressions, near shallow ponds
and along drainageways. The surface and subsurface layers are comprised of fine sand to a depth
of 30 inches. The subsoil layer is comprised of sandy clay loam to a depth of 80 inches or more.
Bonneau fine sand soils (2 to 5 percent slopes) have slight limitations for building site
development and moderate Zirnitations for septic tank absorption fields.
Hurricane fine sand soils1 Leefield fine sand soils, Mandarin fine sand soils and Sapelo fine sand
soils have moderate limitations for building site development and severe limitations for septic
tank absorption fields.
Sui-recny fine sand soils, Leon fine sand soils, Mascotte fine sand soils, Pamlico muck, loamy
substratum soils, Peiham fine sand soils, Plunixner fine sand soils, Pluinmer fine sand
depressional soils and Plummer muck depressional soils have severe limitations for building site
development and septic tank absorption fields.
Memorandum
Page 15
Stream to Sink
Management District, dated October 7, 1997. the site is not located within a stream to sink area.
the Advance GeoSpacial Inc., dated September 29, 2009, the site is located in a less vu'nerable
area.
Vegetative Communities/Wildlife
the site is located in a pine flatwood vegetative community and non-vegetative and agriculture
community. Known wildlife habitats associated with a pine flatwood vegetative community are
black bear, black racer, bobcat, brown headed nuthatcher, cotton rat, cottontail rabbit, deer, fox
squirrel, grey fo and raccoon. There are no known wildlife haJitars associated with a nonvegetative and agriculture community.
Dr1ct No. 1- Ronald Wiltiams
DistrIct No.2- Riy DePratter
DistrIct No. 3- )ody DuPT
DistrIct No.4- Sthi E. BdIIey
DrIctNo.5-SrIetP.Frina
UO4HD OF Cot'i
CoIMIsSloElIs
Cou.LIuIU t
Cotr-
23 August2012
TO:
FROM:
Planning and Zoning Board,
Serving also as the Local Planning Agency
SUBJECT:
Z 0531, Part 2 (Plum Creek Land Company)
Concurrency Assessment Concerning an Amendment to the Official
Zoning Atlas of the Land Development Regulations
Zoning amendments are ineligible to receive concurrency reservation because they are too
conceptuai and, consequently do not allow an accurate assessment of public facility impacts.
Therefore, the following information is provided, which quantifies for the purposes of a
nonbinding concurrency determination, the demand and residual capacities for public facilities
required to be addressed within the Concurrency Management System.
Z 0531, an application by Plum Creek Land Company, to amend the Official Zoning Atlas of the
Land Development Regulations by changing the zoning district from AGRICULTURE-I (A-i)
to CONSERVATION (CSV) for property described, as follows:
A parcel of land lying and being in Sections 4 and 5, Township 4 South, Range 18 East, Columbia
County, Florida; thence on the South line of said Section4,N 89°3934 E, 102.59 feet to the Point
of Beginning; thence N 490 I302t W, 123.11 feet; thence N 42°28I 1 W, 246.18 feet; thence N
57°44'23 W, 209.44 feet; thence N49°401 IH W, 181.29 feet; thence N 49°29'07" W, 129.03 feet;
thence N 43°15'20" W, 150.65 feet; thence N 10°30'19 W, 114.16 feet; thence N 23°00'5W E,
124.27 feet; thence N 65°02'33" E, 99.15 feet; thence N 78°4643 E, 105.59 feet; thence N
88°1428 E, 134.53 feet; thence S 75°0Y35 E, 135.93 feet; thence S 37°17'48 E, 149.33 feet;
thence S 29°39'22" E, I 6.95 feet; thence S 30°29'56 E, 153.43 feet; thence S 46O45t32 E, 110.47
feet; thence S 53053b02H E, 197.92 feet; thence S 44°3817 E, 82.91 feet; thence S 73°5249 E,
141.36 feet; thence S 70°23'18" E, 101.29 feet; thence S 43°3047" E, 284.07 feet to a point on said
South line of Section 4; thence on said South line, S 89°39'34 W, 687.54 feet to the Point of
Beginning. Containing 1166 acres, more or less.
AND
BOARD MEETS FRST1HURSDAYAT7OO PM
AND ThIRD THURSOAVAT 7:00 P.M
P. 0. BOX 1529
V
LAKE CITY FLORIDA 32056.1 529
V
PHONE (386) 155-4100
Memorandum
Page 2
A parcel of land lying arid being in Section 32, Township 3 South, Range 18 East and a parcel of
land lying and being in Section 5, Township 4 South, Range 18 East, au being in Columbia County.
County, Florida; thence on the West line of said Section 32,N 00025136I W, a distance of 1,097.67
feet; thence N 89°0 1t28N E, a distance of 378.18 feet to the Point of Beginning; thence N 11056151
E, 141.39 feet; thence N 21°4010" E, 141.89 feet; thence N 56°0241 E, 138.46 feet; thence N
80°44'41" E, 166.33 feet; thence N 88°14'26' E, 138.87 feet; thence S 55°25'5T E, 183.15 feet;
thence S 41°22'T2' E, 163.36 feet; thence S 25°5 142" E, 180.66 feet; thence S 14°5959" E, 151.58
feet; thence S 19°2735" E, 214.10 feet; thence S 1204056t E, 251.93 feet; thence S 23°0748" E,
214.37 feet; thence S O5°0F47 E, 152.14 feet; thence S 03°32'57" E, 138.94 feet; thence S
0104533tI E, 112.83 feet; thence S 11°22'29 W, 133.69 feet; thence S 54°15'41 W, 94.34 feet;
thence S 83024J23tt W, 137.16 feet; thence N 62°5844" W,549.71 feetN00°58135" W, 1163.29 feet;
thence S 89°01'28" W, a distance of 363.88 feet to the Point of Beginning. Containing 24.61 acres,
more or less.
AND
County, Florida; thence on the East line of said Section 31,N 00°25'36" W, a distance of 1,097.67
feet; thence S 89°0 1'28" W 1178.55 feet to the Point of Beginning; thence continue S 89°0 I 28 W,
1167.99 feet; thence N O2°5710 W, 159.69 feet; thence N 01°10'35' E, 135.59 feet; thence N
10°55'16" E, 142.35 feet; thence N 20°21'OO" E, 119.92 feet; thence N 44038t1611 E, 100.69 feet;
thence N 43O1426n E, 83.47 feet; thence N 76°55'5 1" E, 88.52 feet; thence N 8404620tI E, 114.79
feet; thence N 88°14'26" E, 118.05 feet; thence S 75048f50t E, 101.11 feet; thence S 690l6t48t £,
108.97 feet; thence S 6007'04" E, 90.85 feet; thence 5 5101 F23 E, 89.65 feet; thence S 46°12'34"
E, 94.75 feet; thence S 41°472Y' E, 113.36 feet; thence 5 3 1°32'52" E, 140.79 feet; thence S
1903'24 E, 126.33 feet; thence S 19°57'l 711 E, 148.58 feet to the Point of Beginning. Containing
15.04 acres, more or less.
AND
A parcel of land lying and beinginSection33,Township3 South, Range 18 East, Columbia County,
Commence at the Northeast corner of Section 33, Township 3 South Range 18 East, Columbia
County, Florida; thence on the East line of said Section 33,S O1°18'48" E, a distance of 147.20 feet
to a point on the Southerly right of way line of U. S. Highway 90 (a variable width right of way);
thence depai-ting said East line and on said Southerly right of way line, S 76039!O6t W, ,O6O.12 feet
to an angle point; thence continue on said Southerly right of way line, S 76°4P3611 W, 1,408.35 feet
to the Point of Beginning; thence S 51009t29 E, 163.45 feet; thence S 580O410t E, 97.81 feet;
Board of Countv Commissioners
Memorandum
Page 3
thence S 68007t49t1 F, 236.89 feet; thence S 59°1718 E, 88.43 feet; thence S 36027!17l , 107.24
feet; thence S 28°1929" E, a distance of 106.16 feet; thence S 15047!45U E, 139.82 feet; thence S
03°12'37" W, 156.58 feet; thence S 19°3640 W, 167.51 feet; thence S 03°57'04" W, 136.32 feet;
thence S 26°2509" W, of 2 15.44 feet; thence S 25°2143 W, 312.43 feet; thence S 23°52'54 W,
188.08 feet; thence S 00043148fl W, 156.14 feet; thence S 12015t03 E, 186.23 feet; thence S
22041t02t , of 246.88 feet; thence S 21°O258" E, 143.71 feet; thence S 14°3349 E, 153.01 feet;
thence SO 45'34" E, 142.43 feet; thence S 01°4534' E, 142.43 feet; thence S 01°45'34"E, 122.08
feet; thence S 18°0222' W, 180.21 feet; thenceS2l°10t22" W, 191.47 feet; thence S 14030t03 W,
169.56 feet; thence S 08°32'44" W, 151.66 feet; thence S 13°5T59' W, 176.08 feet; thence S
30014t4&1 W, 127.97 feet; thence S 07042t1 I W, 123.76 feet; thence S 02°38'22 W, 176.86 feet;
thence S l4045271t W, 73.6O feet; thence S 28°1SOr W, 123.09 feet; thence S 7902211 7t1 W,
121.03 feet; thence N 88023J34t W, 115.50 feet; thence N 80052t25u W, 179.57 feet; thence N
52°28'12" W, 192.79 feet; thence N 46045T33 W, 143.87 feet; thence N 22°47'49" W, 188.93 feet;
thence N 281928M W, 227.48 feet; thence N 22°4749" W, 188.93 feet; thence N 23033t39 W,
146.09 feet; thence N 27°3T33" W, 248.73 feet; thence N 19°0648" W, 227.38 feet; thence N
00°12'56" E 196.80 feet; thence N 10°20OT E, 194.21 feet; thence N O8d14155 E, 234.16 feet;
thence N 13°39'4&' E, 204.03 feet; thence N 01°45'34" W, 196.68 feet; thence N 08°28'09" W,
232.19 feet; thence N 17042t17t W,197.50 feet; thence N 15°0000" W, 118.45 feet; thence N
23°33'39" W, 146.09 feet; thence N 24°35'3 5' W, 139.82 feet; thence N 12°0352" W, 151.66 feet;
thence N O104534t W, 189.90 feet; thence N 15°28'55 E, 205.94 feet; thence N 13°10'26" E,
178.29 feet; thence N 03 009 17" B, 346.12 feet to a point on said Southerly right of way line of U. S.
Highway 90; thence on said Southerly right of way line, N 76°41 '36' E, a distance of 1,166.81 feet
to the Point of Beginning.
All said lands containing 194.84 acres, more or less.
Potable Water rmpact The proposed amendment would devote these areas to conservation of their unique natural
functions and non-intensive resource based recreation activities. Such uses are not anticipated to
adversely impact potable water facilities. Therefore, the adopted level of service standard for
potable water established in the Comprehensive Plan is anticipated to continue to be met or
exceeded for this portion of the amendment.
Merrrandum
Page 4
SanftarySewerfmpactThe proposed amendment would devote these areas to conservation of their unique natural
functiors and non-intensive resource based recreation activities. Such use is not anticipated to
adversely impact potable water facilities. Therefore, the adopted level of service standard for
potable water established in the Comprehensive Plan is anticipated to continue to be met or
The proposed amendment would devote these areas to conservation of their unique natural
functions and for non-intensive resource based recreation activities. Such use is not anticipated
to adversely impact potable water facilities. Therefore, the adopted level of service standard for
potabe water established in the Comprehensive Plan is anticipated to continue to be met or
Drainage Impact -
functions and for non-intensive resource based recreation activities. The use of the site for nonintensive resource based recreation activities could potentially create a minimal increase in the
amount of impervious surface. The proposed amendment is not anticipated to adversely impact
drainage facilities. Therefore, the adopted level of service standard for drainage established
within the Comprehensive Plan is anticipated to continue to be met or exceeded for this portion
of the amendment.
Recreation Impact -
functions and for non-intensive resource based recreation activities. There will be no increase in
population generates by the proposed portion amendment, it is not anticipated to adversely
impact recreational facilities. The amendment could have a potential positive effect on resource
based recreational facilities. Therefore, the proposed amendment is not anticipated to adversely
impact recreation facilities.
Board of County Comnissioners
Memorandum
Page 5
Traffic Impact -
The roadway serving the site is currently meeting or exceeding the level of service standard
required for traffic circulation facilities as provided in the Comprehensive Plan. The proposed
amendment is not anticipated to adversely impact traffic facilities. Therefore, no additional daily
traffic impact is anticipated to be generated as a result of the proposed amendment.
The following table contains information concerning the assessment of the traffic levet of service
on the surrounthng road network by the proposed amendment.
Level of
Service
Section
Section 30
U.S. 90
(from
end of 4
lane to
County east
boundary)
a
Sources:
Existing Existing
P.M.
Peak
Hour
Trips
549a
Level of
Service
C
Reserved Development
P.M. Peak
Capacity
P.M. Peak Hour Trips
Hour Trips
Previously
Approved
0
P.M. Peak
Hour Trips
With
Development
0
549
Level of
Service
With
Development
C
2011 Annua' Average Daily Traffic Cou.nE SEation Data,
Florida Department of Transportation.
OualityfLevel of Service Handboo1. Florida Department of Transportation,
February 2009.
Based upon the above analysis and the adopted level of service standard of "I)" with a capacity
of 1,190 p.m. peak hour trips for Section 30, the roadway serving the site is anticipated to
continue to meet or exceed the level of service standard required for traffic circulation facilities
as provided in the Comprehensive Plan as there will be no additional daily trips associated with
this proposed portion o the amendment.
Memorandum
Page 6
The current land use of the site is agriculture-forest. The site is bounded on the north by
agriculture-forest, on the east by a juvenile detention center and agriculture-forest, on the south
by agriculture-forest and City of Lake City potable water well fields and on the west by City of
Lake City potable water well fields single family residential, industrial and agriculture-forest and
industrial land uses.
Historic Resources
based upon the Florida Division of Historical Resources, Master Site File, dated 1989 and 1996,
there are no known historic resources located on the site.
Flood Prone Areas
According to illustration A-V of the Comprehensive Plan, entitled General Flood Map, which is
Agency, dated January , 1988, zone A is locazed throughout the site and corn pzisirig
approximately 20 percent of the site. The remainder of the site is located within zone X
comprising approximately 80 percent of the site. zone A has been determined to be within the
100 year flood zone with no base flocd elevation determined. Zone X has been determined to be
outside of the OO year flood.
Wetlands
According to illustration A-VI of the Comprehensive Plan, entitled Wetland Areas, which is
Wetlands Inventory, dated 1987. there are palustrine emergent, scrub-shrub, forested and open
water excavated seasonally flooded, semi-permanent, and permanent flooded wetlands located
throughout the site comprIsing approximately 25 percent of the site.
According to Policy V.2.4 of the Conservation E'ement of the Comprehensive Plan1 "the County
shall require a 35-foot natural buffer around all wetlands and prohibit the location of agriculture,
residential, commercial and industrial land uses within the buffer areas'.
In addition, Policy V28 of the Conservation Element of the Comprehensive P'an states "Where
the alternative of clustering all structures on the non-wetland portion of the site exists, the
County shall conserve as defined in the environmentally sensitive land policy of the Future Land
Use Element of this Comprehensive Plan by prohibiting any development which alters the
natural functions of wetland".
Memorandum
Page 7
Minerals
According to Illustration A-Vll of the Comprehensive Plan, entitled Minerals, which is based
upon Natural Resources, prepared by the North Central Florida Regional Planning Council, 1977,
the site is within an area known to contain phosphate deposits.
Soil Types
According to Illustration A-Vu! of the Comprehensive Plan, entitled General Soil Map, which is
based upon the U.S. Department of Agriculture. Soil Conservation Service, Soil Survey dated
October 1984. the Site contain the following soils; Bonneau fine sand soils (2 to 5 percent
slopes), Hurricane fine sand soils, Leefield fine sand soils, Leon fine sand soils, Mandarin fine
sand soils, Mascotte fine sand soils, Panilico muck, loamy substratum soils, Peiham fine sand
soils, Plummer fine sand soils, Plummer fine sand depressional soils, Plummer muck
depressional soils, Sapelo fine sand soils and Surrency fine sand soils.
on uplands and on knolls in the uplands. The surface and subsurface layers are comprised of fine
loam toadepth of 80 inches.
comprised of fine sand to a depth of 56 inches. The subsoil layer is comprised o fine sand to a
Leefield fine sand soils are somewhat poorly drained, nearly level soils on small flats and in
gently undulating areas. The surface and subsurface layers are comprised of fine sand to a depth
of 27 inches. The subsoil layer is comprised of sandy loam and sandy clay loam to a depth of 80
inches or more.
Leon fine sand soils are poorly drained, nearly level soils in broad flatwoods and in areas
adjacent to wet depressions and drainageways in the uplands. The surface and subsurface layers
are comprised of fine sand to a depth of 19 inches. The subsoil layer is comprised of fine sand to
a depth of 80 inches or more.
Mandarin fine sand soils are somewhat poorly drained, nearly level soils in slightly elevated
flatwood areas. The surface and subsurface layers are comprised of fine sand to a depth of 16
inches. The subsoil layer is comprised of fine sand to a depth of 80 inches or more.
Memorandum
Page 8
Mascotte fine sand soils are poorly drained, nearly level soils around wet depressions on uplands
and throughout the flatwoods. The surface and subsurface layers are comprised of fine sand to a
depth of 15 inches. The subsoil layer is comprised of fine sand, fine sandy loam and loamy sand
to a depth of 80 inches or more.
Pamlico muck, loamy substratum soils are very poorly drained, nearly level soi's along tributaries
of major streams and in drainageways, depressions and swamps. Typical surface layer consists
of muck to a depth of 24 inches. The substratum consist of fine sand to a depth of 48 inches and
sandy clay loam to a depth of 80 inches or more.
Petham fine sand soils are poorly drained, nearly level to gently sloping soils in shallow
depressions on broad low lying flats in the flatwoods and in nearly level areas on the uplands.
The surface and subsurface layers are comprised of fine sand to a depth of 31 inches. The
subsoil layer is comprised of sandy clay loam to a depth of 66 inches or more.
Plummer fine sand soils are poorly drained, nearly level soils in broad flat areas and adjoining
drainageways and ponds. The surface and subsurface layers are comprised of fine sand to a
depth of 56 inches. The subsoil layer is comprised of fine sandy loam to a depth of 80 inches or
more.
Plummer fine sand depressional soils are poorly drained, nearly level soils in depressions. The
surface and subsurface layers are comprised of fine sand to a depth of 57 inches. The subsoil
layer is comprised of sandy clay loam to a depth of 75 inches.
Plummer muck depressional soils are poorly drained, nearly level soils in concave depressions
and poorly defined drainageways. The surface layer is comprised of sphagnum moss and muck
to a depth of 5 inches. The subsurface layer is comprised of fine sand to a depth of 55 inches.
The subsoil layer is comprised of fine sandy loam to a depth of 80 inches or more.
Sapelo fine sand soils are poorly drained, nearly level soils in the flatwoods. The surface and
subsurface layers are comprised of fme sand to a depth of 57 inches. The subsoil layer is
comprised of sandy clay loam to a depth of 80 inches or more.
Surrency fine sand soils are poorly drained, nearly level soils in depressions, near shallow ponds
and along drainageways. The surface and subsurface layers are comprised of fine sand to a depth
of 30 inches. The subsoil layer is comprised of sandy clay loam to a depth of 80 inches or more.
Bonneau fine sand soils (2 to 5 percent slopes) have slight limitations for building site
development and moderate limitations for septic tank absorption fields.
Hurricane fine sand soils, Leefleld fine sand soils, Mandarin fme sand soils and Sapelo fine sand
soils have moderate limitations for building site development and severe limitations for septic
tank absorption fields.
Memorandum
Page 9
Surrecny fine sand soils, Leon fine sand soiLs. Mascotte fine sand soils, Pamlico muck, loamy
substratum soils, Peiham fine sand soils, Plummet fine sand soils, Plummet fine sand
depressional soils and Plummer muck depressional soils have severe limitations for building site
development and septic tank absorption fields.
Stream to Sink
Management District, dated October 7, 1997, the Site is not located within a stream to sink area.
the Advance (3eoSpacial Inc., dated September 29, 2009. the site is k,cated in a less vulnerable
area.
Vegetative Communities/Wildlife
According to Illustration V-I of the Data and Anaisis Report, entitled Vegetative Communities,
the site is located in a pine flatwood vegetative community and non-vegetative and agriculture
community. Known wildlife habitats associated with a pine flatwood vegetative community are
black bear, black racer, bobcat, brown headed nuthatcher, cotton rat, cottontail rabbit, deer, fox
squirrel, grey fox and raccoon. There are no known wildlife habitats associated with a nonvegetative and agriculture community.
COLUMBIA COUNTY
SITE AND DEVELOPMENT PLAN APPROVAL
APPLICATION
DO NOT WRITE IN THIS SPACE
OFFICE US ONLY
Application No. SDP
/Lo 3 Date FHed g
Received By
OI2
Date Set For Planning and Zoning Board
Fee $500.00
Receipt No.
t/35
7
Check No.
Comments:
+O)
NameofApplicant(s):
Mih+r
c
(Propefty Owner)
Address:C
City:
C,wr+
Lk
Telephone:
7c2
c 2- t
Po
State: F
L..
FAX: (
)
0X'301?_
Zip Code:
32 056T
E-mail addres8 (opional)
PLEASE NOTE: Morid. has a very broad pubik xecorth liw. Moit written communkadom to or from
goveninnt OmCb regardhig goYcrnmeTlt buAIne are public xecorth avaiIbIe to the public and media
upon requesL Your e-miH ddrea. and communlcltion3 may be subject to public dbc1oure.
holder(s) addressed to the Land Deveopnient Reguations Administrator must be attached.
Name of Applicant's Agent (if applicable):
Address:
City;
Telephone: (
State:
FAX: (
Zip Code:
)
E-mail address (optional)
PLEASE NOTE: Floridi h.ii very broid public revord liw. Most written coznmirnIcatIou. to or from
government omc(.k regarding government buNinels *re publk recorth aai1ibk to the public and medI.
upon requesL Your e-mail &ddrei and communications miy be subject to public d1sdoure
Page 1 of3
A Site and Devetopment Plan Approval is requested in conformity with the County's Land
Development regu1atons to permit (check as appropriate).
(sJ ) Increase of site, square footage of gross floor area
.
(
) New Construction, square footage of gross floor area
(
)
k c4t4
Type of Use:
000
o c, L
(retail commercial, repair garage, office, medica' office, warehousing, assembling, etc.)
Legal Description (Include Copy of Deed):
3 ee
L603c
TaxParceliD#:
-o3
Total acreage of land to be considered under this application:
t
'1
Y5
uture Land Use Plan Map Category:
Zoning District:
Present Use:
Ac
c:cI .s&-e..'
4
çt rc.
vcf
vt
(cnimcia, inauariiI, rtsldcnuai, agricuftur.1, vacnI, ete)
Land Use Amendment, YES
NO
Land Use Amendment Application No. CPA Land Development Regulations (Zoning) Amendment, YES
NO
Land Devetopment Regulations (Zoning) Amendment, Application No. Z
Variance Application. YES
Variance Application No. V
-
NO
NOTICE TO APPLICANT
Foutleen (14) copies of a site pIn must accompany an appticatiori for Site and Deetopnient Plan
ApprovaL The items as indicated on the chcck1it accompanying this ppIicatiori need to be shown on the
site plan.
Page 2 of 3
'iOTICE TO APPLICANT
Fourteen(14) copies of a site plan must accompany an application for Site and Development Plan
Approval. The items as indicated on the checklist accompanying this application need to be shown on the
site plan.
APPLICANT ACKNOWELDGES THAT THE APPLICANT OR AGENT MUST BE PESENT AT THE
PUBLIC HEARING BEFORE TH PLANNING AND ZONING BOARD, AS ADOPTED IN THE
BOARDS RULES AND PROCEDURES, OTHERWISE THE REQUEST MAYBE CONTrNUED TO A
FUTURE HI3ARING DATE.
I hereby certify that all of the above statements and statements contained in any documents
/j1,)
Applicant/Agent Name (Type or Print)
Applicant/Agent Signature
ate
Page3 of5
Mountaintop Ministries Worldwide, Inc.
496 S WRing Court
Lake City, Florida 32025
August 15, 2012
To Whom It May Concern?
MountaIntop Ministries Worldwide recognizes Jim Zuber as an authorized agent to speak on behalf of
the church for the current site plan applIcation and construction review.
Robin Burbach
Treasurer
Mountaintop Mini5tries Worldwide, Inc
DisUki No. 1- Ronakl Williams
DisUki No. 2- Rusty DePratter
Db1ct No.3- )ody Diree
Dkt No.4-Stephen E. Bailey
D&rkt No 5- ad P. Fctslna
floitn OF Coi:u Ciuussuoriss
Coiiiuiu
23 August 2012
TO:
Planning and Zoning Board
FROM:
SUBJECT:
SDP 12-03 (Mountaintop Ministries Worldwide, Inc.)
Concurrency Assessment Concerniiig Site and Development Plan
The following assessment is provided for the purpose of a binding concurrency detennination
regarding the demand and residual capacities for public facilities required to be addressed within
determination, but does not ensure that facilities, which are not owned, operated or permitted by
the County wil! be available to the property at the time development occurs.
SDP 12-03, an application by Mountaintop Ministries Worldwide, Inc., to request site and
development plan approval as provided for in the Land Development Regulations to allow for a
charter school (elementary and middle school) located within an AGRICULTURE-3 (A-3)
zoning district in accordance with a site plan dated August 7, 2012 and submitted as part of a
petition dated August 8, 2012, to be located on property described, as follows:
A parcel of land lying within Section 11, Township 5 South, Range 16 East, Columbia County,
Florida. Being more particularly described, as follows: Commence at the intersection of the West
line of the East 112 of the Northeast 1/4 of said Section 11 and the Northerly right-of-way line
of County Road 240, said intersection also being the Point of Beginning; thence
North 0102815t West along said West line of East 1/2 of the Northeast 1/4 of Section 11 a
distance of 1,679.17 feet to the North line of said Section 11; thence North 87°1 V25 East along
said North line of Section 11 a distance of 1,112.74 feet; thence South 01 26'53" East 105.00
feet; thence North 87°U'25" East 1130.00 feet to the Westerly right-of-way line of Southwest
Walter Avenue; thence South 03°13'46" East 1,636.91 feet to the Northerly right-of-way line of
said County Road 2420; thence South 89°55'SP' West along said Northerly right-of-way line of
County Road 240 a distance of 1,280.48 feet to the Point of Begthning.
BOARD MEEIS FIRST THURSCA'I AT 7:00 P.M.
AND Tk(JRD THURSDAY AT 7
P. 0. BOX 1529
V
P.M.
LAI'E CITY, FLORIDA 32056-1529
V
PHONE (386) 755-4100
Board of Adjustment
Memorandum
Page 2
The site is not located within a community potable water system service area. Consequently, the
use to be located on the Site will be served by an individual water well. The individual water
well is anUcipated to meet or exceed the adopted level of service standard for potable water
established within the Comprehensive Plan.
The proposed development will result in the location of an 18,000 square feet gross floor area
charter school to be located on the site.
In accordance with the applicanLs contract with the Columbia County School Board the charter
school will permit up to 340 studenLs by school year 2016-2017.
An average student is estimated to use 15 gallons of potable water usage per day.
340 (students)i 15 (gallons of potabie water usage per day)
usage per day.
5,100 gailons of potable water
The estimated total number of employees for the charter school is 30 employees.
An average employee is estimated to use 22.5 gallons of potable water usage per day.
30 (employees) x 22.5 (gallons of potable water usage per dwelling unit per day) = 675 gallons
of potable water usage per day.
Therefore, the estimated gallons of potable water usage per day = 5,775 gallons potable water
usage per day (5,100 + 675 5,775).
The site is not located within a community centralized sanitary sewer system. Consequently, the
use to be located on the site will be served by an individual septic tank. The individuai septic
tank is anticipated to meet or exceed the adopted level of service standard for sanitary sewer
effluent established within the Comprehensive Plan.
hi accordance with the applicants contract with the Columbia County School Board the charter
school will permit up to 340 students by school year 20 16-2017.
Board of Adjustment
Memorandum
Page 3
An average student is estimated to generate 11.5 gallons of sanitary sewer effluent per day.
34.0 (students) x 11.5 (gallons of sanit.ary sewer effluent per day) = 3,910 gallons of sanitary
sewer effluent generated per thy.
The estimated total number of employees for the charter public school is 30 employees.
An average employee is estimated to generate 17.25 gallons of sanitary sewer effluent per day.
30 (employees)x 17.25 (gallons of potable water usage per dwelling unit per day)
of potb1e water usage per day.
518 gallons
Therefore, the estimated gailons of sanitary sewer effluent generated per day = 4,428 gallons
sanitary sewer effluent per day (3,910 + 518 = 4,428).
Solid waste facilities for uses to be located on the site are provided at the sanitary landfill. The
in accordance with the applicants contract with the Columbia County School Board the charter
school will permit up to 340 students by school year 2016-2017.
Based upon 5.5 pounds of solid waste per 1,000 square foot gross floor area per day:
18.0(18,000 square foot gross floor area) x 5.5 (pounds of solid waste 1,000 square foot gross
floor area per day) = 99 pounds of solid waste generated per day.
Total County average solid waste disposal per day (including municipalities) .= 471,300 pounds
per day.
Based upon the annuai projections of solid waste disposai at the landfill for 2012, solid waste
facilities are anticipated to continue to meet or exceed the adopted level of service standard for
solid waste facilities, as provided in the Comprehensive Plan, after adding the solid waste
demand generated by a charter public school use located on the site.
Board of Adjustment
Memorandum
Page 4
Drainage Impact -
Drainage facilities are maintained on site for the management of stormwater. As stormwater is
retained on site, the proposed additional portable classrooms is not anticipated to adversely
impact drainage systems. Therefore, the adopted level of service standard for drainage
established within the Comprehensive Plan is anticipated to continue to be met or exceeded.
Recreation Impact -
The level of service standards established within the Comprehensive Plan for the provision of
As there will be no addiüonal population generated by the charter school, the proposed charter
school is not anticipated to have an adverse impact on recreational facilities. Therefore, the level
of service standards established within the Comprehensive Plan for the provision of recreation
facilities are anticipated to continue to be met or exceeded.
Resource-based and user-based facilities are anticipated to continue to meet or exceed the level
of service established within the Comprehensive Plan after the charter school is located on the
site.
Traffic Impact -
The roadway serving the site is ci.irrently meeting or exceeding the level of service standard
In accordance with the applicants contract with the Co'umbia County School Board the charter
school will permit up to 340 students by school year 2016-2017.
Summary of Trip Generation Calculations for a Charter Public School (Elementary School)
Based upon 0.28 p.m. peak hour trips per student per weekday:
340 (students) x 0.28 (p.m. peak hour trips per student per weekday) =96 p.m. peal hour trips
per weekday.
The estimated total number of employees for the charter public school is 30 employees.
Summary of Trip Generation for Employees for a Charter Public School (Elementary School)
Based on 3.4 p.m. peak hour trips generated per employee per weekday:
Board of Adjustment
Memorandum
Page 5
30 (employees) x 3.45 (p.m. peak hour trips per employee per weekday) = 104 p.m. peak hour
trips per weekday.
Therefore, the estimated number of p.m. peak hour trips generated per weekday = 200 p.m. peak
hour trips per weekday (96 + 104 = 200).
Existing p.m. peak hour trips for Section 48 = 2,875 annual average daily traffic trips per day
(2011 Estimates eased on 1989 Annual Average Daily Traffic Count Station Data, Florida
Department of Transportation and previously approved deve'opment) x .098 (k factor) 282
p.m. peak hour trips per day.
The following table contains information concerning the assessment of the traffic impact on the
surroundthg road network by the proposed development.
Level of
Service
Section
Existing Existing
P.M.
Peak
Hour
Trips
Level of
Service
Reserved Development
Capacity
P.M. Peak
P.M. Peak Hour Trips
Hour Trips
Previously
Approved
P.M. Peak
Hour Trips
With
Development
Level of
Service
With
Development
Section 48
C.R.241)
282a
(from
County
west boundary
to U.S. 441)
a
Sources:
0
200
482
C
2011 Estimated Based on 1989 Average Annual Daily Traffic County Station
Data, Florida Department of Transportation.
QualityfLevel of Service Handbook: Florida Department of Transportation,
February 2009.
Based upon the above analysis and an adopted level of service standard of "D" with a capacity of
1,350 p.m. peak hour trips for Section 48, the roadway serving the site is anticipated to continue
to meet or exceed the level of service standard required for traffic circulation as provided in the
Comprehensive Plan after adding the potential p.m. peak hour trips associated with the proposed
development.
Board of Adjustment
Memorandum
Page 6
The current land use of the site is a church. The site is bounded on the north by agriculturepasture, on the east by single family residential, on the south by single family residential and on
the west by single family resdentia1 land uses.
Historic Resources
based on the Florida Division of Historical Resources Master Site File, dated 1989 and 1996,
there are no known historic resources on the site.
Flood Prone Areas
According to Illustration A-V of the Comprehensive Plan, entitled General Flood Map which is
Agency, dated February 4,2009, the northern portion of the site is located within a Zone AE
comprising approximately 40 percent of the site. Zone AE has been determined to have a one
percent annual chance of flooding with a base flood elevation determined. The base flood
elevation for this property is on average 56 feet average mean sea level. Zone X has been
determined to be areas with a 0.2 percent change of annual flooding. The proposed location of
the building is located within a Zone X.
Wetlands
According to Illustration A-VI of the Comprehensive Plan, entitled Wetland Areas, which is
Wetlands Inventory, dated 1987, the site is not located within a wetland.
Minerals
According to Illustration A-VU of the Comprehensive Plan, entitled Minerals, which is based
upon Natural Resources, prepared by the North Central Florida Regional Planning Council, dated
1977, the site is within an area known to contain phosphate deposits.
Soil Types
According to Illustration A-VIII of the Comprehensive Plan, entitled General Soil Map which is
October 1984, the site contains Albany fine sand soils (0 to 5 percent slope), Blanton fine sand
soils (0 to 5 percent) Bonneau fine sand soils (2 to 5 percent slopes) and Ichetucknee fine sand
soils (5 to 8 percent slopes).
Albany fine sand soils (0 to 5 percent slope) are somewhat poorly drained, nearly level to gently
sloping soils on broad flats bordering poorly defined drainage ways and in undulating areas. The
surface arid subsurface layers are comprised of fine sand to a depth of 5 inches. The subsoil
layer is comprised of sandy clay roam to a depth of 80 inches or more.
Board of Adjustment
Memorandum
Page 7
Blanton fine sand soils (0 to 5 percent slopes) are moderately well drained, near'y level to gently
sloping soils on broad ridges and undulating side slopes. The surface and subsurface layers are
comprised of fine sand to a depth of 52 inches. The subsoil layer is comprised of fine sandy
loam toadepth of 80 inches.
on uplands and on knolls in the uplands. The surface and subsurface layers are comprised of fine
loam to a depth of 80 inches.
Ichetucknee fine sand soi's (5 to 8 percent slopes) are somewhat poorly drained, sloping soils on
upland hillsides. The surface and subsurface layers are comprised of fine sand to a depth of 7
inches. The subsoil layer is comprised of clay to a depth of 75 inches.
Albany fine sand soils (0 to 5 percent slope) have severe limitations for building site
development and for septic tank absorption fields.
Blanton fine sand soils (0 to 5 percent sjopes) and Bonneau fine sand soils (2 to 5 percent slopes)
have slight limitations for building site development and moderate limitations for septic tank
absorption fields.
Ichetucknee fine sand soils (5 to 8 percent slopes) have moderate limitations for building site
development and severe limitations for septic tank absorption fields.
Stream to Sink
According o the Stream to Sink Watersheds, prepareil by the Suwannee River Water
Management District and adopted by the Board of County Commissioners, dated June 2, 2001,
the site is located within a stream to sink area.
the Advance GeoSpacial Inc., dated September 29, 2009, the site is located in a most vulnerable
area.
Vegetative Comnmun itiesfWildlife
According to illustration V-I of the Data and Analysis Report, entitled Vegetative Communities,
the site is located within an agricultural and non-vegetative community. There are no known
wildlife habitats associated with an agricultural and non-vegetative community.
MOUNTAINTOP MINISTRIES
MULTIPURPOSE BUILDING
SHEET INDEX
WINSBERG, INC.
P.O. Box 2815
Lake City FL, 32056
Phone: (386) 755-7449
Fax: (888)-522-0030
[email protected]
I
2-3
4-5
6-7
8
9-10
11
12
David M. Winsberg, PE
PE License # 68463
Cert. Auth. # 29596
13-15
LEGEND AND GENERAL NOTES
EXISTING CONDITIONS
SITE PLAN
DRAINAGE MODIFICATIONS
DEVELOPER
Jim Zuber, Construction Manager
James Burbach, Pastor
Mountaintop Ministries
496 SW Ring Court
P.O. Box 3092
Lake City, FL 32056
Phone: (386)-752-021 9
Phone: (386)-755-3608
STORMWATERPOND2
GRADING PLAN
UTILITY PLAN
EROSION CONTROL NOTES
AND DETAILS
MISCELLANEOUS DETAILS
VICINITY MAP
LOCATION MAP
PROJECT LOCATION
PROJECT LOCATION
SUBJECT PROPERTY IS LOCATED AT
SECTION 11, TOWNSHIP 5 SOUTH, RANGE 16 EAST
COLUMBIA COUNTY, FLORIDA
"''I'll'.',,
SS%%;t%p:c%4Ew. LtV/4l,,
No. 68463
*
STATE OF
:Q
p
0
3
6MiIes
P:\1130 Mountaintop Ministries\Belmont Church Location\CAD\covol.dgn 8/7/2012 1:05:18 PM
For Permitting - Columbia County 1st Submittal
WINSBERG, INC. PROJECT NUMBER: 1130
ONA%..
"'Ill,''''
0
1/2
1 Mile
/
4%
LEGEND
GENERAL NOTES
The contractor shall verify all conditions and dimensions at the job site to ensure
that all work will fit in the manner intended on the plans. Should any conditions
exist that are contrary to those shown on the plans, the contractor shall notify the
engineer of difference immediately and prior to proceeding with the work.
These plans were prepared without the benefit of a boundary survey.
Thus, boundary locations are approximate.
The location of the utilities shown in the plans is approximate only. The exact
location shall be determined by the contractor dunng construction.
Contractor shall review and become familiar with all required utility connections
prior to bidding. Contractor shall provide all work and materials required to
complete connection to the existing utilities. This includes, but is not
limited to, manhole coring, wet taps, pavement repairs and directional boring.
The contractor shall maintain the construction site at all times in a secure
manner. All open trenches and excavated areas shall be protected from access
by the general public.
Contractor shall coordinate all work with other contractors within project limits.
The contractor shall waste all excess earth on site as directed by the engineer.
Any public land corner within the limits of construction is to be protected.
If a corner monument is in danger of being destroyed and has not been properly
referenced, the contractor should notify the engineer.
Contractor shall provide an as-built survey meeting the requirements of Chapter
61 GI 7 F.A.C. for the stormwater management systems. Include horizontal and
vertical dimensional data so that improvements are located and delineated relative
to the boundary. Provide sufficient detailed data to determine whether the
improvements were constructed in accordance with the plans.
ABBREVIATIONS
OVER
UNDER
TYPE OF
UTILITY
HEAD GROUND
OHC
UC
C
0
DIAMETER
ITEM
INV
INVERT
DBI
DITCH BOTTOM INLET
EL
ELEVATION
MH
MANHOLE
LF
LINEAR FEET
CABLE
OHE
UE
E
ELECTRIC
OHT
UT
T
TELEPHONE
CO CLEANOUT
SAN SANITARYSEWER
SYMBOL
ITEM
SYMBOL
IwI I
CONCRETE MONUMENT
IRON PIPE
VALVE
BENCH MARK
REDUCER
NTS NOT TO SCALE
I
PROPERTYLINE
SOIL BORING LOCATION
CENTER LINE
POWER POLE
4$-
IH0H
BACKFLOW PREVENTER
RCP REINFORCED CONCRETE PIPE
SS
STORM SEWER
W WATERLINE
BASELINE
HDPE HIGH DENSITY
POLYETHYLENE PIPE
G
GAS
BCCMP BITUMINOUS COATED
CORRUGATED METAL PIPE
MES MITERED END
BCCSP BITUMINOUS COATED
CORRUGATED STEEL PIPE
WSW WET SEASON
R
TELEPHONE POLE
__Q__
L
WATER 9O BEND
w
RADIUS OF CURVE
EOP EDGE OF PAVEMENT
SECTION
WATER TABLE
FIRE HYDRANT
,
CMP CORRUGATED METAL PIPE
SHARED POWER POLE 4 WATERTEE
BM
BENCHMARK
ANCHOR PIN
IF
IRON PIPE
LIGHT
-3
SINGLE WATER SERVICE
o-0
DOUBLE WATER SERVICE
SIGN & POST
SANITARY SINGLE
WATER SERVICE
TOWER
SANITARY DOUBLE
WATER SERVICE
.
FENCE
Contractors shall adhere to the Erosion Control Plan. All erosion control measures
shall be implemented prior to construction and be continued until construction is
complete. Contractor shall take necessary measures to minimize erosion, turbidity,
nutrient loading and sedimentation to adjacent lands and low areas. The Erosion and
Sediment Control Plan shall be maintained as designed and upgraded as needed as
directed by Enqineer or SRWMD personnel. Construction designs and specifications as
outlined by the 'Florida Erosion and Sediment Control Inspectors Manual" shall be
adhered to.
VEGETATION
ORLANDSCAPING
All disturbed areas not sodded shall be seeded with a mixture of long-term
vegetation and quick-growing short-term vegetation for the following conditions.
For the months from September through March, the mix shall consist of 70 pounds
per acre of long-term seed and 20 pounds per acre of winter rye. For the months
of April through August, the mix shall consist of 70 pounds per acre of long-term
seed and 20 pounds per acre of millet.
CONCRETE PAVEMENT
All slopes steeper than 3:1 shall be stapled sod.
GROUND CONTOUR
(EXISTING)
A pad of rubble riprap shall be placed at the bottom of all collection flumes and
collection pipe outlets.
SPOT ELEVATION
(EXISTING)
SANITARY MANHOLE
-
SILT FENCE
-
©
STORM WATER MANHOLE
STORM WATER
DRAINAGEINLET
,,,
Q
TREE
0
D
-
STORM WATER PIPE
-v
Cl)
-z
UI
8
Cl)'
z
MITERED END SECTION
AP
-
-
ENERGY DISSIPATION PAD
IU
FLOW ARROW (SHEET)
o.Cl)
DITCH BLOCK
HANDICAP PARKING
-.J\J'-
GROUND CONTOUR
(PROPOSED)
"
8622
00
I-a.
1U14
FLOW ARROW (GUTTER)
--
SPOT ELEVATION
(PROPOSED)
79.56
All site construction shall be in accordance with the Columbia County Land
Development Regulations.
ZI--I
All construction materials to be according to the latest edition of the Florida
Department of Transportation Standard Specifications for Road and Bridge Construction
and the Florida Department of Transportation Design Standards.
David M. Winsberg
huH,
EW
No. 68463
Winsberg, Inc.
., Q
:*:
*
STATE OF
44
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\genol .dgn 8/7/2012 1:05:55 PM
P.O. Box 2815
Lake City FL, 32056
7,,
:
A'%
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
1
/
NNNNNNN
'N N N N N N
N
NN N N
\NNNNNN
N
I
N
NN
1QOYRFLOO
FO >T NN NN N
/N/c..E \
FORESTED AREA
---
r
\\
\' \\\
/
NN/7
/
T/
\__.-
\\ NN
\ \\\\\\
I
RE
\\
N
/
MISCELLANEOUS
N
STR\
//
N
/
MISCELLANEOUS
100 YR FLOOD
ZONE BOUNDARY
SCATrEREB TREE
N
\
/
SCATTERED /
iII//
TREES
N
N\
\
N
N
N
'I,
ItIIIti
RMI8ATER /7,
ND AREA
I
MISCELLANEOUS
SCATTERED
TREES
Y
.68463
A
:
N
NN
NN
N
N N
N
N
/
N
1H)/
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\exc0l .dgn 8/7/2012 1:06:56 PM
2
N
/
\___= N
NU
N
\*N\\U:RE I)
N
\
NNN
3N N N
N
N
N
-
T NXNN 'E/
N
'
David M. Winsberg
\
\\\
NN
\ \NNNNN N \
N N
N
N
N
N
N
NN
\
'
'
\NN
NNNN
\ \N
N
\ \
N
00
I-a.
w
' NN N
N
N
N N NN N N N N N
N
N
N\
N
N
NN
N N N N NNN NN N N \
\ N NNNN N N N NN NN NNNNN\ \ NN N N
N
N
N
N
IU
o.Cl)
((&
NN
'
N
N
z
ZI--I
I
\\
NNNN
NN
N N\
NN
N NN N N N'
N N
iNN
NNNNNN
N
NN
-
N
/N..CN
N
___
44
-
I
\-
\
.
N
N NN
N
N
=T-
==
-
,N
\y
/
NUN
M\
&LL7..J!
I
UI
Cl)-'
N
N
z
Cl)
"II
\_-'
MISCELLANEOU
uSING
0
500 YR FLOOD
ZONE BOUNDARY
Nj
/
I
700FV
SCTRCEE
BUILDINGffL
& SMALL BUIINGS
500 YR FLOOD
ZONE BOUNDARY
N
0
C/)
>
w
w
N
/
I
/
NCVD
MISCELLANEO
SCATTERED T8EES
N
N'7
North
N
BFE=56.84
& SMALL BLEJLDINC
0
N\N
\\\
\
c
I-
N
N
NN NN/ NNN NNJ
NNNNN
DAR
N
Z EBOUNDRY
SCATTERED TREES
& SMALL BUILDINGS
BFE = 55.84
w
z
z
N
vcNGVD 1929
C/)
200Feet
100
50
NNNUNNON
NN
1IIISbELLANE0US
N
N
NNNNNNN
-
//
/
U
NN
N
NN
N N N NNNNNNN
NN
N
/NN
N
4%
N
\\\\
N \\\\\\\\\
\
\
\
Winsberg, Inc.
0 YR FLOOD
EBOUNDAR
P.O. Box 2815
Lake City FL, 32056
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
2
-iir
/7
/7
/
MINy.UL
/
/7
kN-
/
/
,
__/ /
)
7/;
NN
)
/
,//
/
7/\\\'\/7/7/7 \N/7
\ ''/7\
/7/7
/7
/7
7/ \\\ \\\\
\\
\\
\ \ \ 7/7/
\ \ \N
NN
U' /
N
.®
\
\\
\\
r
/
N
\ \ \N\
\ \\
\
\\
\
\
\\
w
IN
\
C/)
0z
z0
\
RETAJNINGWA
/
/
4%
7/
4T.
/
/7
N
7/
PUM,7JILDING
N/7
1
\
I
BFE
\
NC'
(
I-I J7/
I
I
I
I
I
I
I
I.-i
I
I
J
J
J
J
1/
I
J
I
>
w
4,
HT1tH-jfJ1tXL/L'V.JIk
/
C/)
U
f
ai
:
/4
J
w
0
39,800 F1'
MAIN CHURCH
BUILDING
David M. Winsberg
,
/7/7.'
--
'
OUNTY ROAD 240
IF..
,'--
,'
42.
ITT,
Winsberg, Inc.
P.O. Box 2815
Lake City FL, 32056
-
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
COUNTY ROAD 240
f0ST0
STATE OF
ITO.
/7
N
42.
/
P:\1130 Mountaintop Ministries\Belmont Church Location\CAD\exc02.dgn 8/7/2012 1:08:38 PM
North
0
50
100
200 Feet
r!
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
3/
/
0
4%
LJ
ZONING
AGRICULTURAL-3
25 BUILDING
IMPERVIOUS AREA
340,250 SF EXISTING IMPERVIOUS
18,000 SF NEW BUILDING
71,527 SF NEW PAVEMENT & SIDEWALKS
1,269,000 SF FUTURE IMPERVIOUS
REQUIRED PARKING
2 SPACES PER CLASS OR OFFICE ROOM
15 CLASSROOMS AND 6 OFFICE ROOMS
REQUIRED SPACES =2*21 =42 SPACES
50 BUILDING SETBACK
OUTDOOR
MUSIC BUILDING
PROPERTY
BOUNDARY
50' BUILDIIJG
SETBACK
FORESTED
AREA
w
AVAILABLE PARKING
5 HANDICAP (EXISTING)
119 REGULAR (EXISTING)
25 REGULAR (NEW)
0
30' BUILDING SETBACK
149 TOTAL
PROPERTY
BOUNDARY
Cl)
-z
UI
EXISTING TREES
NEW
DRIVEWAY
EXISTING
DRIVEWAY
Cl)-'
z
IU
o.Cl)
ROSE
GARDEN
PLAZA
(JI 11111111111111111
00
I-a.
11111
WHHH
ZI--I
NEW DRIVEWAY
25' BUILDING
SETBACK
30' BUILDING SETBACK
WALTER AVE
David M. Winsberg
03
Winsberg, Inc.
P.O. Box 2815
Lake City FL, 32056
No.68463
PE# 68463 - CA# 29596
*
PROPERTY
BOUNDARY
STATE OF
COUNTY ROAD 240
4*4
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\sit0l .dgn 8/7/2012 1:12:59 PM
North
0
100
200
"I/ONA%.
400 Feet
For Permitting and
Review. Not Final.
(
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
4/
\
N
N
NN
N
NJ
MISCELLANEOUS
SCATTERED TREES
& SMALL BUILDINGS
MISCELLANEO4
SCATTERED /
N
NN
NNN
NN
\\\\\\\
"_-'
TRUES
N
BUILDING
N
N"N.NA
N
N
N
-
N
N
/
N
4%
N
N
N
N
MISCELLANEOUS
SCATTERED
TREES
MISCELLANEOS
SCATTERED
TREES
w
N
0
MISCELLANEOUS
SCATTERED
TREES
C.NSTRUCT SWALE
REFEftTO5SKEEF-1YP1CALSEC
V
\NNN
NNNN
OOWIflEN
/
4ISCELL
(SATTERE
N N\
UNTQSNQUthERN
V
TREES
N NN N 1FE TOAS?IEETI5
N
"
\ \
\5\
T$HEET 15 \ \ \
\ NN\
N N OTh'RICALSCT'ON\
\
NN
N
EF
N <N N N
-\
Ew'\\\
\\
\
\\
IIIIti
\\\\ \
No. 68463
/
/
N
/
/
_/
N
/
/-
O\
RE1AJN INS WA
HH7
/
\
STATEOF
IN
II H1 N ilL N I
'i4$!O,i 'SS'
1//1
//
U
David M. Winsberg
'2
Winsberg, Inc.
FOR
/
NNN
N
Nd
44
N
*
\
NN
50
100
N/
/
/
\\\
200 Feet
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\sito2.dgn 8/7/2012 12:56:57 PM
N
tN
\N
CALCIQ1
NN
NN
PE# 68463 - CA# 29596
N
For Permitting and
Review. Not Final.
N
NN
N
N N
N
-
NN
\\ \
39800 FTB
MAIN CHURCH
BUILDING
P.O. Box 2815
Lake City FL, 32056
N
N- N
N
N
N
N
DØ
D
jI
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
5/
4%
RE
MISCELLANEOUS
SCATTERED TREES
& SMALL BUILDINGS
MISCEU.ANEOUS
SCATTERED TREES
& SMALL BUILDINGS
MISCELLANEOUS
SCATTERED
TREES
J CONSTRUCT +/-55 LF
0F24'OHDPE
I i
/
.................
/
/
/
I /
.
..,
/
//
'Y
/ / /TLLI / 'CON
/
//
1
/
/
CONSTRUCT INLET# 15
FDOT DBI TYPE "C"
GRATE EL = 65.50
I /
/
/ 11/
/
/
/
/
/
/
i
/
RUtrIN-LET#ld
/ G/
I
/
/
/ /
/
w
0
POND 2
I
I
I
"1i MANHQL11/7
i1tict'
I
MISCELLANEOUS
SCATTERED
TREES
I
6T5J7O
TOP EL
/ /
MISCELLANEOUS
SCATTERED
TREES
STORMWATER
POND AREA
'I
'
I
MISCELLANEOUS
SCATTERED
TREES
NE INV EL = 53.00
SW INV EL = 54.50
I
INVEL=61.25
I
/
CONSTRUCT +1- 370 LF
OF 18" 0 HDPE
W INV EL = 62.50
E INV EL = 62.00
CONSTRUCT +1- 155 LF
OF 18" 0 HDPE
W INV EL = 68.70
E INV EL = 68.50
N.
CONSTRUCT +/- 95 LF
0F24'ØHDPE
MISCELLANEOUS
SATTE RED
TREES
N
NE INV EL = 54.50
SWINVEL=61.50
CONSTRUCT INLET # 14
FDOT DBI TYPE "C"
GRATE EL= 71.70
\\
CONSTRUCT +/- 290 LF'
OF 24' 0 HDPE
CONSTRUCT +/- 140 LF NW INV EL = 52.00
OF 180 HDPE
SE INV EL = 53.50
CNE INV EL = 62.00
/$SW INV EL = 68.20
FDOTDBITYE
GRATE EL = 71.70
\
REPLACE EXISTING \
PIPE AND CONSTRUCT"
INLET #6. REFER TO
SHEET #7 FOR DETAILS.
IIIIti
No. 68463
*:
*
Rft
STATE OF
CONSTRUCT +/- 110 LF
OF 18" 0 HDPE
WINVEL68.40
EINVEL=68.30
c
11111 IL
David M. Winsberg
REMOVE EXISTING
12" 0 PIPE AND
CONSTRUCT +/- 490
Winsberg, Inc.
P.O. Box 2815
Lake City FL, 32056
LFOF24'OHDPE
REPLACE EXISTING
INLET AND PIPE.
REFER TO SHEET #7
FOR DETAILS.
39800 Fl"
MAIN CHURCH
BUILDING
North
50
100
200 Feet
44
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\swpol .dgn 8/7/2012 1:20:04 PM
:
W INV EL = 72.11
E INV EL = 56.50
CONSTRUCT INLET #7
FDOT DBI TYPE "E"
GRATE EL =61.50
FORESTED AREA
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
6
UEJ
/
UE
UE /
4%
LJE
UE
80 PVC FIRE
DELUE DRAIN PIPE
X1T1iiiiiE#1
GRATE EL = 76.28
N INV EL = 73.24
- 3c
E1INV EL = 72.36
S INV EL = 72.28
/
//_60POTABLEWATERLINE
/
EXISTING INLET #3
MODIFY INTERNAL BAFFLE
SEE DETAIL 'A'
N
LtCA11ONUN
TEEL )28
DUMPS
I
E INV EL = 73L78
WINVEL=72.49
I
S INV EL = 73.95
..-
PIFcEAQT
1O
'N
-'
,v
14'x23' ELLITICA RCP
N IN EVL = 5.70
SIN EVL = 5688
/
11 x25 C
'9.66
//
PA9
E
LINED DIT
w
0
7,
/ / /
EXISTING 24" 0 RCP
REMOVE EXISTING INLET
#2 AND CONSTRUCT
FDOT DBI TYPE "E"
DI - GRAT1S BM
/
GRATE EL 75.69
JLET INY EL = 72.11
INTERNAL BAFFLE 'INV EL = 75.11
1Z 0
N INV L = 73.52
I
CAP EXISTING 24" 0 RCP AND
DRILL A 11" 0 ORIFICE AT
REMOVE EXISTING 180 RCP
THE BOTTOM OF THE CAP
AND REPLACE WITH 24" 0 HDP
W INV EL = 72.49
E INV EL = 72.49
*5TIC PIPE
Cl)
-z
EXACT LOTION UNKND
WINVEL=7S.34...
= 73.52/
INV
100 DRAIN PIPE
UI
(
RTAININI3 WALL
\LI
O.95 CONSTRUCT +1 155
N LF 24" 0 HDPE
N N INV EL = 53.60
INV EL = 58.00
EXISTING
CHURCH
BUILDING
N
REMOVE EXISTING 12" 0
PIPE AND CONSTRUCT
+1 490 LF OF 24" 0 HDPE
W INV EL= 72.11
E INV EL = 56.50
6O.26
Cl)-'
',
z
IU
o.Cl)
0
20
80 Feet
40
0
North
INTERNAL BAFFLE DETAIL
EXISTING (NTS)
20
40
80 Feet
North
©
INTERNAL BAFFLE DETAIL
PROPOSED (NTS)
INLET #6
CROSS SECTION (NTS)
8" MAX
CONCRETE WEIR
EXISTING ELECTRIC LINE
LOCATION UNKNOWN
EXISTING GROUND
I
EXISTING DRIVEWAY
8"
EL=75.11
X.I..% \\'
EL=74.60_.
'U.---MODIFIED EL = 73.44
ZI--I
CONSTRUCT FDOT DBI TYPE "E"
GRATE EL = 58.00
REGRADE SURROUNDING AREAS
METAL GRATE
EL = 75.69
I
00
I-a.
PLASTIC
BAFFLE
'-
POND 2
m
101
OPE
CONSTRUCT 24" 0 HDPE
T
-
i#7
-T
COMSRUCT24"
T
David M. Winsberg
"'''Itt's,
Winsberg, Inc.
P.O. Box 2815
Lake City FL, 32056
H
22"
EL = 72.11
REMOVE EXISTING 12" 0
PLASTIC PIPE
LOCATION UNKNOWN
CONSTRUCT 24"O HDPE
:*
p..
STATE OF
!oNAi.
htItIIIfl%%*'
P:\1130 Mountaintop Ministries\Belmont Church Location\CAD\swpo2.dgn 8/7/2012 1:21 :26 PM
For Permitting and
Review. Not Final.
*
O\
44
PE# 68463 - CA# 29596
No.68463
:
s"
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
7,
N
I
//
N
4%
N
/ tN N
POND 2
CROSS SECTION (NTS)
N
N
N
N
EXISTING
WOOD
BRIDGE /
-
EXISTING DRIVEWAY
EXISTING GROUND
CONSTRUCT ENERGY
DISSIPATION PAD AND
POND TOP EL = 57.00
lOx 10 RUBBLPAID
EXISTING ISLAND
TO REMAIN
-
N
BANKOF
ROSE CREEK N
CONSTRUCT 5.5' WID
OUTFLOW WEIR AT IN
EL = 55.00
SEE DETAIL SHEET (T'P.)
PROPOSED
CONTOURS
- II n Th --
w
0
4
4
PROPOSED; RM
EL = 57.00
/
POND BOTTOM EL = 53.00
PROPOSED POND
TOP EL = 57.00
POND BOTTOM EL = 52.00
z
Cl)
UI
POND 2
CROSS SECTION (NTS)
Cl)-'
NEW DRIVEWAY
4,
z
EXISTING DRIVEWAY
CONSTRUCT ENERGY
DISSIPATION PAD AND
5' x 5' RUBBLE PA9
POND TOP EL = 57.00
GROUND
IU
FILL AREA
o.Cl)
f_EXIS1NG
\
\\
\\\\\\/
\/
\\ \\
\
ISTING
EXISTING ISLAND WITH
TREES TO REMAIN
)/
00
I-a.
I
\
/
\ /
'I
ONTOUR
POND' BOTTOM EL = 52.00
PROPOSED CONTOURS
--
H-
\
ZI--I
CONSTRUCT ENERGY
DISSIPATION PAD AND
5' x 5' RUBBLE PAD
PROPOSED POND
BOTTOM EL = 53.00
AT THIS LOCATION ONLY
©
4,
POND 2
CROSS SECTION (NTS)
FILL AREA
30
60
c%4EW
POND TOP EL = 57.00
POND TOP EL = 57.00
0
""uIJIt,i
&4j's
FILL AREA
-fl
120 Feet
*
STATE OF
F
H
44
P:\1130 Mountaintop Ministries\Belmont Church Location\CAD\swpo3.dgn 8/7/2012 1:22:56 PM
F
F
F W W HF FT
wwwF
I
PE# 68463 - CA# 29596
OR'
"/ONA%,
I-
F
P.O. Box 2815
Lake City FL, 32056
No.68463
EXI'TINGGRq(JND
lPONDBOTTOMEL=52.00
David M. Winsberg
Winsberg, Inc.
J4
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
8
/
4%
WL&1IEE
/ WALL HEIGHT
WALL HEIGHT3-5
CONSTRUCT SIDWALK
TOP EL'= 66L95
TOP EL = 66.95
- AT1ADE
MEIj= GAD
I
CONSTRUCT
SIDEWALK
AT GFADE
-BOIIOM EL = GRADE
/
59.o
w
I-
0
z
z
65.5O-.
0
C/)
>
w
WALLS MERGE
pQRP
EXISTING
BATHROOMS
C/)
2.96
71.85
-72.50
\
w
-WALLENDS
TOP & BOTtOM
0
EL=71.80-
71.20
PROPOSED
DITCH
-
-
71.20
NN
71.20
72.50
N
N
WALL ENDS
TOP & BOTTOM
71.85-
I,I.
OL
=GRADE
N
N
N
N
N
NN
N
N
N
N
N
N
N
75.10
I
I
72.40
WALLJfEIGHT 4 4'
//
/
TOP EL=GRADE-
75.10
72.00
/
NN
IN
74.75
BOTTOM EL = 77.00
HEI
77.45
EL -
77.90
0
N
-z
UI
N Cl)-'
N
z
IU
N o.Cl)
00
I-a.
ZI--I
WALL ENDS
TOP & BOTTOM
EL = 75.60
EXISTING WALL AT
WEDDING AREA
N
80.20
78.65
80.95
\
80.95
N
N
--
'WAL
IGHT=4'8
0 TQPELF
DE
/
N
74.75
Cl)
//
/
ML .78.85
t%%IIJlI,,
David M. Winsberg
4sc%4EW
c
Winsberg, Inc.
WALL END
TOP & BOTT M EL = GRADE
\
WALL HEIGHT 310
*
TOP EL = GRADE
BOTTOM EL = 81.45
/
/
44
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\graol .dgn 8/7/2012 1:24:36 PM
áD:.ho'd
d
00
0<
fQo
0.' óc
oo9
oç_'.% )oo
S.
/
4'8ô
.
4
P.O. Box 2815
Lake City FL, 32056
No.68463
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
STATE OF
ottb
.
4.0
"'iii'
80 Ieet
7
\
I
STI
CTR
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
9/
4%
'EXI
PROPOSED
BUILDIN
FFE J2O
CROSS SECTION (NTS)
II
I
PROPOSED
WALL
,,
EXISTING
GROUND
PROPOSED
BUILDING
,'
PROPOSED '
PROPOSED
CONCRETE
DI
CONSTRUCT
18" 0 HDPE
Ii
WALL
//
EXISTING
GROUND
w
FFE = 72.50-'
0
PROPOSED
WALL
PROPOSED
ASPHALT
LOCATION UNKNOWN
PROPOSED FILL
EXISTING PARKING LOT
N
N
rr4V i,pv
-.-.
-.- -
-.
B
N
CROSS SECTION (NTS)
.-.-
4
,.
EXISTING
BATHROOMS
PROPOSED
BUILDING
EXISTING GROU
.
EXISTING WALL AT
AIr'IrIMr ADA
0
30
60
FFE = 72.50
UE
\
\
/
EXISTING
GENERATOR
sIIIATES
120 Feet
PROPOSED FILL
PROPOSED
DITCH
IJIii,
SEW
CROSS SECTION (NTS)
EXISTING TREES
TO BE REMOVED
EXISTING WALL AT
WEDDING AREA
EXISTING GROUND
----------------
EXISTING IRRIGATION LINE
LOCATION UNKNOWN
PROPOSED
ASPHALT
I----
PROPOSED
ASPHALT
PROPOSED
U.
mr
"
CROSS SECTION (NTS)
No. 68463
EXISTING TREES
TO BE REMOVED
*
EXISTING GROUND
STATE OF
-
PROPOSED WALL
PROPOSED
ASPHALT
PROPOSED
ASPHALT
CONSTRUCT FDOT
DBI TYPE "C"
LOCATION UNKNOWN
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\grao2.dgn 8/7/2012 1:26:51 PM
OR'$
"'iii
HH
LOCATION UNKNOWN
David M. Winsberg
Winsberg, Inc.
."",1
P.O. Box 2815
Lake City FL, 32056
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
10
NN
NNgpj
n!
nI
N'
N
/
4%
N
NN
N
C/)
w
N NN
I-
0
z
z
NI N
0
C/)
>
w
'
N NN NN
N N
NN N
N
N
N
N
N
N
w
NN
N
N
N
N
N
N
0
N
NN
N
N
N
N
N9
N NN N N NN
N
N9
N
N
N
N
N
N
N N NN NN NN NN NN
NN
NN N NN NN
N
N
NN N
N
N NN N
N
N
Cl)
N
N
NN N
N
N
N
N
N
UI
N
N
NN
N
N
N
N
N
N
N
NN NN N
N
NN
N
N
N
N
N N N N N N NNN
Cl)'
N NN
N
N
N
N
N
N
N
N
N
N
z
N
N
N NN N N
NN NN
NN
N
NN N N N
N
IU
N
N
N
NNN o.Cl)
NN
N
N
N
N
N
plic TPKS
\
PROPOSED
SANITAY SEWER
-z
EXISTINGWATE
LINE TO BE RELO
AS-NECFSSARY
LL
00
I-a.
V
N
N
9N
N
N
N
/
/
TN
CHL
V
V
V
V
N
N
V
N
*4n
--
U
oiPLE
ZI--I
N
V
V
)N)NN
3.øBRtETiO
ppPROXtM
- UE
N
N
OLR.E
N
N
I-"
UE
_iIIl_l*1
U-
UE
-
POPOSED UTILV ARE
I
pUMP
P.O. Box 2815
Lake City FL, 32056
3U
-#
/
/
/
/
PROPOSED
CLAY ELECTRIC
POWER LINE
6ØpQ9LEWT UE
_
_L
)
25
PE# 68463 - CA# 29596
/
NoA8463
N
U-
50
844444
NI/
//
\\;f
V
W4
/
lob et r1
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\utiIOl .dgn 8/7/2012 1:32:26 PM
I
II
T
N
i \
David M. Winsberg
Winsberg, Inc.
Y /-5'* L
'AD
!
-/
I
I',,,
/
1o"
..Q
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
11
/
4%
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
EROSION CONTROL NOTES
2% OR GREATER
EXISTING PAVED ROADWAY
Optional Post Positions
Contractor shall adhere to erosion and sediment control regulations as set by
SRWMD and other goveming authorities. This project shall comply with all
applicable water quality standards.
20
(Canted 20 Toward flow)
Sediment and erosion control plan and stormwater management facilities shall
be installed prior to any other construction.
FILTER FABRIC
Contractor is responsible for implementing additional measures as required
for proper erosion and sediment control. The contractor should use BMP's in
the Florida Erosion and Sediment Control Inspector's manual to implement a
plan that will work and meet actual field conditions.
Poultry Mesh Or
Type A Fence Fabnc
Filter Fabnc
Sediment and erosion control measures shall not be removed until all
construction is complete and a permanent ground cover has been established.
/
During construction and after construction is complete, all structures shall
be cleaned of all debris and excess sediment.
/
/
/
w
0
/
Silt Flow
All waste generated on the project shall be disposed of by the contractor in
areas provided by contractor.
/
NOTE:
Loaded haul trucks shall be covered with tarps and excess dirt removed daily.
/
Silt fences shall be located on site to prevent sediment and erosion from
leaving project limits. Silt fence shall be cleaned or replaced when silt
builds up to within one foot of top of silt fence.
USE SANDBAGS, STAW BALES
OR OTHER APPROVED METHODS
TO CI-IANNELIZE RUNOFF TO BASIN
AS REQUIRED.
SPILL WAY
\
SECTlON
SEDIMENT BARRIER
(STRAW BALE TYPE SHOWN)
Staked silt fences shall be placed near all box culvert extensions in
accordance with FDOT Standard Index 102.
/
/
d.Ihhhhh1a11ap
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
Cl)
Poultry Mesh (20 Ga. Mm.)
Or Type A Fence Fabric
(Index No. 451 & Sec. 966
FOOT Spec. ) - Where Required
A pad of rubble riprap shall be placed at the bottom of all collection flumes
and collection pipe outlets.
All open drainage swales shall be grassed immediately and riprap shall be placed
as required to control erosion.
C,)
w
aii_I
All slopes greater then 4h:lv shall be stabilized with sod. Staple sod shall
be used on slopes greater than 2h:lv.
Filter Fabric (In Conformance
With Sec. 985 FOOT Spec.)
d
All disturbed areas shall be stabilized immediately to prevent erosion.
9
5' Metal Post or
2"x 2" Wooden Post
C.,
All disturbed areas not sodded shall be seeded with a mixture of long-term
vegetation and quick-growing short-term vegetation for the following
conditions. For the months from September through March, the mix shall
consist of 70 pounds per acre of long-term seed and 20 pounds per acre of
winter rye. For the months of April through August, the mix shall consist
of 70 pounds per acre of long-term seed and 20 pounds per acre of millet.
4ff
Direction
of Flow
9
%4
2"-3" COURSE
AGGREGATE
MIN. 6" THICK
"I)J
Iu
o.Cl)
FLOW
0
z
00
z
c'1
00
All stabilization practices shall be initiated as soon as practicable in areas
of the job where construction activities have temporarily or permanently
stopped, but in no case shall the disturbed area be left unprotected for more
than three (3) days.
Qualified personnel shall inspect the stockpile areas, silt fence, construction
entrance, and all disturbed areas that have not been finally stabilized, at
least once every seven (7) calendar days and within 24 hours of the end of a
storm of 0.5 inches or greater. Corrective actions shall be taken immediately.
Post ( Options: 4" x 4" Or
3" Mm. Dia. Wood; Steel
1.33 Lbs/Ft. Mm.)
DIVERSION
RIDGE
Ground
Line
50' MIN.
Contractor is responsible for the construction and maintenance of all erosion
and sediment controls during proposed construction.
Notes:
PLAN
Dig Trench 6" Deep
Mm.
Lay Fabric to
Bottom of Trench
Backfill Trench
Covering Fabric
Place Silt Fence on
Upstream Side of Posts
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTSOF-WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEAN OUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.
WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE THAT
DRAINS ONTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN.
5iU1 IIl,g
P.O. Box 2815
Lake City FL, 32056
TYPE IV SILT FENCE
PE# 68463 - CA# 29596
No. 68463
AS COMPARED TO TYPE III SILT FENCE, TYPE IV FENCE HAS GREATER
STRENGTH AND HEIGHT WHICH REDUCES THE POSSIBILITY OF SEDIMENT
AND WATER FROM OVERTOPPING THE FENCE. AS A RESULT, AVOID USING
TYPE IV FENCE IN AREAS WHERE THE DETAINED WATER WOULD BACK
INTO TRAVEL LANES OR OFF THE RIGHT OF WAY.
*
STATEOF
44
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\ecd0l .dgn 8/7/2012 1:33:02 PM
David M. Winsberg
Winsberg, Inc.
't. I It
*:
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
12
/
4%
SEE SITE PLAN FOR
WEIR WIDTH AND INV EL
DIMENSIONS AND QUANTITIES
CONG. (oy)
SINGLE
M
x
D
A
B
C
G
F
E
4d
SLOPE
SINGLE
N
PIPE
CONC. (sy)
SINGLE
PIPE
PIPE
15"
2-7"
2.5'
3.09'
5.59'
3.0'
7'
1.23'
4.33'
1.04'
0.44
22
18"
2-10"
2.5'
4.12'
6.62'
4.0'
8'
1.41'
4.58'
1.04'
0.49
24
24"
3-5"
2.5
6.18
8.68
6.0
10
1.73
5.08
1.04
0.65
27
CONCRETE SPILLWAY WITH
WIRE MESH REINFORCING
BOTtOM OF POND
w
BEVELED OR ROUND CORNERS
SOD
0
SECTION A
,D
(0
J
U-
Iw
SEE SITE PLAN
FOR WEIR INV EL
UI
PLACE BRICKS AT BOTTOM
OF CONCRETE SPILLWAY
FOR ENERGY DISSIPATION
TOP OF POND
-z
Cl)
4
CONCRETE SLAB, 3" OR 53" THICK.
SOD
REINFORCED WITH WWF 6x6-W1.4xWl.4
Cl)'
RUBBLE PAD
z
BOTTOM OF P0
TOP VIEW - SINGLE PIPE
SCALE: N.T.S.
IU
12"(MIN)BELOW
o.Cl)
6"
WEIR INV EL
00
I-a.
SO
REGRADE NATURAL GROUND
TO MAINTAIN POSITIVE
OUTFALL AS NECESSARY
2
OUTFLOW SPILLWAY DETAIL
3" OR 53"
DEEPEN AROUND OUTSIDE
NTS
a
SIDE DITCH GRADE
HELICAL
CORRUGATED
PIPE
.4
24'
#4 BAR
Point Of Connection As Shown On The Plans
Or As Determined By The Engineer During
Construction Or As StipulatedBy Permit.
2-0"
NOT LESS
THAND
'-1
NO PIPE JOINT PERMITTED
NLESS APPROVED BY THE ENGINEER
R/W Line
18 BCCMP w/Miter
24" Stop Bar
JJJJodJ T
il
JsJJJ
1%III Iti,
COVER 12" OR LESS
ASPHALT PAVEMENT
BACKFILL WITH
LIMEROCK
1111
T e "5" As haltic Concrete
BACKFILL DETAIL FOR PIPES
WITH LESS THAN 12" COVER
NTS
44
P:\1 130 Mountaintop Ministries\Belmont Church Location\CAD\detOl .dgn 8/7/2012 1:33:51 PM
No.68463
*
STATEOF
atching denotes
Pavement shall be 2"
David M. Winsberg
Winsberg, Inc.
r.
Stop Sign
CONNECTION DETAIL
SECTION
SCALE: N.T.S.
Roadway Ditch
11
F (PIPE TO BE INCLUDED UNDER
UNIT PRICE FOR MITERED END SECTION)
Flowline of Culvert To Match
Existing Ditch Invert
Roadway Ditch
Shoulder Line
Edge Of Pav't.
E
* SLOPE: 4d MITER: TO C.L. PIPE FOR PIPES 16 AND SMALLER.
2d FOR PIPES 24" AND LARGER.
2d MITER: TO C.L. PIPE FOR PIPES 18" AND SMALLER.
id FOR PIPES 24" AND LARGER.
'I.
PAID FOR AS PIPE CULVERT
1111
ZI--I
EDGE OF PIPE FOR 53"
P.O. Box 2815
Lake City FL, 32056
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
13
/
4%
WHITE SYMBOL ON
BLUE BACKGROUND
5,
SEE SITE PLAN
TRENCH WIDTH VARIES,,/
WI SIZE OF PIPE
FINISH GRADE
BLACK 1" LETTERS ON
WHITE BACKGROUND
CROWN TRENCH IN UNIMPROVED
AREAS (3" MIN.) (SEE NOTES)
PARKING BY
DISABLED
PERMIT
ONLY
-,
WHEEL STOPS WHERE
INDICATED ON PLANS
-z
SEE NOTE4
C.)
z
COMMON FILL
I
PIPEO.D.
12"(TYP.)
>
SELECT
COMMON
FILL
1
MINIMUM
PROVIDE 1/8-1/4" CONTRACTION
JOINTS AT 10' CENTERS MAXIMUM.
zw
12-0"
5,-B'
10.-0,
REINFORCED WITH 6x6x10/10 WWM.
w
'1
STANDARD SIDEWALK DETAIL
A
w
0
z'-
I
WO
mZ
9
0
WW
UNDISTURBED
EARTH (SEE NOTE 3)
STANDARD
BRICK
0
-J
-J
w
>-
w
-J
m
-J
Co
U,
w
0
Cl)
-z
UI
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PERAASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PERAASHTO T-180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK
WILL BE REQUIRED IF OVER-EXCAVATION OCCURS.
4. (k): 15" MAX. FOR PIPE DIAMETER LESS THAN 24. AND 24' MAX.
FOR PIPE DIAMETER 24 AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
PROVIDE TRENCH SLOPING AND BRACING AS REQUIRED FOR SAFETY.
FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
RESTORATION WITHIN PAVED AREAS SHALL COMPLY WITH THE REQUIREMENTS
OF THE ROAD CONSTRUCTION SPECIFICATIONS.
////
IEJ
EJEJ
SIGN SHALL BE PLACED IN FRONT
OF ALL DESIGNATED HANDICAPPED
SPACES. SIGN HEIGHT SHALL BE 7'
FROM PAVEMENT TO BOTTOM OF SIGN.
5,
IEJ
5' HANDICAPPED AISLE MAY BE PLACED
ON THE RIGHT OR LEFT SIDE OF PARKING
STALL.
HANDICAPPED PARKING SYMBOL SHALL
BE 3 OR 5 FT. HIGH AND BLUE IN COLOR.
ENERGY DISIPATION PAD DETAIL
A
SEE SITE PLAN FOR ADDITIONAL
PARKING STALL DIMENSIONS.
NTS
4'
PLAN VIEW
Cl)'
z
IU
o.Cl)
00
I-a.
PARKING STALL DETAIL
TRENCH AND BACKFILL DETAIL
ZI--I
SEE GRADING
PLAN FOR
STABILIZE DISTURBED AREAS
STABILIZE DISTURBED AREAS
ELEVATIONS
r
NOTE: SUBGRADE SHALL BE COMPACTED TO
100% OF MAXIMUM DRY DENSITY AS ESTABLISHED
BY ASTM T-99.
NATURAL GROUND
4" MIN.
5" MAX.
6'-O"
5/8" OR
3/4" HOLES
MIN.
MAX.
/
MIN.
MAX.
1/4" PITCH
OPTIONAL
No.4 BARS, 18" LONG
(TWO PER GUARD)
R=2"
9" MAX.
COMPACTED SUBGRADE
NATURAL GROUND
IIIIIlI,,
PARKING APRON
1.25" TYPE S ASH PHALT
6" LIMEROCK BASE
:ftEw
No.68463
*
STATE OF
CAST OR RUBBED
CONCRETE WHEEL STOP
44
tiiiiSt
David M. Winsberg
Winsberg, Inc.
P.O. Box 2815
Lake City FL, 32056
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
14
/
4%
w
0
Cl)
-z
UI
Cl)-'
Co
z
7.5" STANDARD
6" MIMINUM*
Co
IU
o.Cl)
00
I-a.
TYPE "F"
CURB AND GUTTER
SWALE DETAIL
ZI--I
¶LGRADED DRIVE
6-0"
12-0"
12'-O"
SHOULDER
SEED &
MULCH
2%
EXISTING
GROUND
6'-O"
SHOULDER
SEED &
MULCH
2%
6%
6%
EXISTING
GROUND
Illg
ftEW
6'-0
24-0"
6" STABILIZED
SHOULDER
LBR3O
8" STABILIZED SUBGRADE - LBR 40
TYPICAL DRIVE SECTION
SCALE: N.T.S.
1.5" TYPE "S" ASPHALT
6" LIMEROCK BASE
44
6-0"
6" STABILIZED
SHOULDER
LBR3O
No. 68463
*
STATE OF
tiiiit
David M. Winsberg
Winsberg, Inc.
P.O. Box 2815
Lake City FL, 32056
PE# 68463 - CA# 29596
For Permitting and
Review. Not Final.
DRAWN BY
CHECKED BY
DW
DW
PROJECT #
SHEET
1130
15

Pledge to US Flag Dr. Chandler Mohan of Emory

Transcription

Similar documents

King County has obtained title reports for notice

t`/`- teb - LandAndFarm.com

We cannot act as a clearing house for shipmate

Pleasant Creek rezone map

1.0 Application[Icon]

615 upper manatee river road

Customer`s recommendations using the SCI technology:

Wisconsin State Journal Business Section Article, Jan 27, 2006