HomeMy WebLinkAbout2007 03 12 Public Hearing 500.2 AmSouth Bank Final Engineering/Site Plan
CITY COMMISSION
AGENDA
March 12, 2007
Meeting
Consent
Information
Public Hearin2: X
Re2ular
ITEM 500.2
MGR.
/ ~!Dept~
REQUEST:
The Community Development Department requests the City Commission consider the final
engineering/site plan for the AMSouth Bank, located on a commercial out-parcel of the
Parkstone Planned Unit Development (PUD), at the north east comer of SR 434 and Parkstone
Boulevard.
PURPOSE:
To review the Final Engineering/Site Plan and make a determination regarding the development
of the 1.7 acre commercial site as a 3,820 SF bank building with 5 drive-thru aisles.
APPLICABLE LAW:
Comprehensive Plan
Chapter 5 (Code), Tree Protection and Preservation.
Chapter 9 (Code). Land Development.
Chapter 20 (Code). Zoning.
CONSIDERATIONS:
OVERVIEW: The site has a Commercial future land use designagion (FLU), is located within
the Parkstone PUD (has PUD zoning), and is also located within and subject to the regulations of
the SR 434 New Development Overlay Zoning District (sections 20-463 through 20-474). A
drive-thru bank is an allowable use on this site. The site was planned as a commercial out-
parcel, with direct vehicular access to and from both SR 434 and Parkstone Boulevard.
PARKING: The site is planned with 28 standard 10' x 20' parking spaces and 2 HC accessible
spaces, in lieu of the 13 overall (1 HC) required.
LANDSCAPING: The Final Engineering/Site Plan contains a landscape plan that, in
conjunction with the existing 6' tall brick wall, will buffer the commercial activities from the
March 12,2007
PH Item 500.2
Page 20f3
adjacent residences with shrubs and canopy trees. The residences adjacent to the east side ofthe
site are particularly buffered by multiple rows of canopy trees. Root barriers are proposed
adjacent to walls and pavement to prevent damage to the structures.
ACCESS & TRAFFIC: The site is proposed with vehicular access to and from both SR 434 and
Parkstone Boulevard. The PUD master plan depicts both access points and the FDOT finds this
acceptable. Both the applicant and (at least some of) the adjacent residents support having SR
434 ingress and egress. In light ofthe City Commission's decision to eliminate the non-
emergency ingress and egress across the Cross Seminole Trail at the southwest comer of the
nearby Landings at Parkstone (town-home development at the northwest comer of the SR 434
and Parkstone Boulevard), City staff has recommended that the non-emergency SR 434
ingress/egress be eliminated to minimize potential conflicts between automobiles and trail traffic.
To buttress the argument, staff cites Future Land Use Element Policy 1.6.1, which states "Curb-
cuts and points of access to the traffic circulation system from individual parcels shall be
minimized. "
The applicant has submitted a traffic study that has been determined acceptable by the City
Engineer. No additional off-site or on-site improvements are deemed necessary.
UTILITIES: Dumpsters, transformers, backflow preventers, HV AC equipment, and other
utility items, as well as storage facilities must be adequately screened from public ROWs,
pursuant to Section 20-473. Provision of any utility features not depicted on these plans must be
adequately screened before a certificate of occupancy will be issued. Down-spouts must not
drain onto a sidewalk. All on-site utilities must be installed underground, pursuant to Section 20-
471.
Storm-water management for the site was master planned off-site as part of the overall PUD
plan. Therefore, no on-site storm-water pond is required.
FINDINGS:
1. The AMSouth Bank site is located at the northeast comer of the intersection of SR 434
and Parkstone Boulevard, within both the Commercial portion of the Parkstone PUD and within
the SR 434 New Development Overlay Zoning District.
2. The site has a Commercial future land use designation.
3. The AMSouth final engineering/site plan is consistent with the Comprehensive Plan.
4. Subsection 20-470 (2) (b) of the City Code requires ground-mounted single-tenant signs
within the SR 434 New Development Overlay Zoning District to be located no closer than 15
feet from the front, side or rear property lines.
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ATTACHMENTB .
COMMUNITY DEVELOPMENT DEPARTMENT
1126 STATE ROAD 434
WINTER SPRINGS, FL 32708 -RECEIVED
407-327-5966
FAX:407-32.7-6695 OCT 172.
CITY OF WINTER SPRINGS
Pafl..:U:.." B. Licensing
APPLICArlON FOR SITE PLAN REVIEW
)( PRELIMINARY Site Plan
o FINAL Site Plan
o COMBINED PRELIMINARY I FINAL
o Site Plan Sales Trailer
o RESUBMITTAL
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If Applicant does NOT own the property:
PROPERTY OWNER: l-farr.',s 6:1YeQ()1'9 -Am~k.
Last FifSiJ Middle
MAILING ADDRESS: ~ &ollJril'..t MlJA.r, S41He IhOIJ
Olr~/nn/1l:lrr} IJ.L1 ~~"4
2Jb - rs9 - 2l1~t( Zip Code
This request is for a: 0 RESIDENTIAL PROJECT )( NON-RESIDENTIAL PROJECT
PROJECT NAME: Am~f') k
PROPERTYADDRESS:~.Q oP ~ {l~'Blvd.
TAX PARCEL NUMBER: .96- 2~- a~ - 6Pt+-1J~-1Jt!J0a
SIZE OF PARCEL: 74, D5Z 5q.p~. I.,D fkt'fS
Squar Feet Acres
EXISTING LAND USE: ~a.QO(\+ ..
Current ZONING Classification: (\ DM ty) e ('Q,\a-..\
Current FUTURE LAND USE Classification: ~rf\e.cQ.,"\o... \
APPLICANT:
MAILING ADDRESS:
PHONE & EMAIL:
PHONE & EMAIL
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Last First
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MISCELLANEOUS M~~EInS
Date /' Time
~ 10/20/06 14;08
P.~Yffient
~ $1 iuD[LJ}fJ
fkceipt ~
; 1193233
Che::~:/Credi t G.3rd #; 18837
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~ RECEIVED
OCT I 7 2081
CITYp OF YyINTER SPRINGS
ermrttlng & licensing
The PLANNING & ZONING BOARD shall review SitePlan Applications and make a written recommendation to the
City Commission. The CITY COMMISSION shall render all final decisions regarding Preliminary and Final
Engineering Plans and may impose reasonable conditions on any approved plans to the extent deemed necessary and
relevant to ensure compliance with applicable criteria and other applicable provisions of the City Code and
Comprehensive Plan. All formal decisions shall be based on the applicable criteria as set forth in the City's Code of
Ordinances Chapter 9, Land Development and Chapter 20, Zoning.
APPLICANTS are advised, that if they decide to appeal any decisions made at the meetings or hearings, with respect
to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes,
they will need to insure that a verbatim record of the proceedings is made, at their cost, which includes the testimony
and evidence upon which the appeal is to be based, per 286.0105, Florida Statutes.
THE FOLLOWING ITEMS ARE TO BE SUPPLIED WITH THIS APPLICATION:
)( A copy of a recent SURVEY of the subject property.
l' A copy of the LEGAL DESCRIPTION.
~ TREE SURVEY. Trees with a caliper of 4" or greater, shall be included. Trees with a caliper
of 24" or greater, require approval of City Commission for removal and shall be highlighted.
(Caliper is to be measured at 12" from the soillevel.); For TREE REMOVAL MITIGATION,
see Chapter 5 Tree Protection and Preservation.
)( Notarized AUTHORIZATION of the Owner,
IF the Applicant is other than the Owner or Attorney for the Owner (see following page).
X SUBMITTED DRAWINGS are to be "D"-size drawings (24"x36"):
~For Staff review: Twelve (12) copies, folded;
For Planning & Zoning Board: Ten (10) copies, folded;
For City Commission: Twenty (20) copies, folded plus one (1) pdfelectronic copy.
~ APPLICATION FEES:
FEES are as SHOWN BELOW plus ACTUAL COSTS incurred for ADVERTISING or NOTIFICATION,
and for REIMBURSEMENT for TECHNICAL and/or PROFESSIONAL SERVICES which may be
required in connection with the review, inspection or approval of any development (based on accounting
submitted by the City's Consultant) , payable prior to approval of the pertinent stage of development.
RESIDENTIAL SITE PLAN
PRELIMINARY SITE PLAN Engineering (includes 2 reviews)
FINAL SITE PLAN Engineering Plans (includes 2 reviews)
COMBINED PRELIMINARY/FINAL (includes 4 reviews)
$1000 + $5/unit
$1000 + $5/unit
$2000 + $10/un
-------------------------------------------------------------------------------------------------------------
NON-RESIDENTIAL SITE PLAN
PRELIMINARY SITE PLAN Engineering (inc. 2 reviews)
FINAL SITE PLAN Engineering Plans (includes 2 reviews)
COMBINED PRELIMINARY/FINAL (includes 4 reviews)
$1000
$2500
$3500
-------------------------------------------------------------------------------------------------------
SALES TRAILER SITE PLAN
$200
-------------------------------------------------------------------------------------------------------
RESUBMITTAL (each review)
$500
-------------------------------------------------------------------------------------------------------
TOTAL DUE
$ I, (jDD~
2
March 2005
AmSouth Bank
Post Office Box 11007
Birmingham, Alabama 35288
(205) 326-5120
RECEIVED
or.r1 7 2006
CITY OF Wjl~ fER SPRINGS
Permitting & Licensina
/AM5olnH@
August 14, 2006
Reference:
AmSouth Bank Name
AmSouth ID #
Interplan#
~ S'
Z. r.C.~~~
2.OOlD.Olqg
To Whom It May Concern:
Please accept this letter as authorization for Interplan, LLC or one of their agents to act
on behalf of AmSouth Bank regarding correspondence and representation of all
approval and permitting matters required for the AmSouth Bank Project referenced
above. If you have questions, please contact me at 205-739-2477.
Sincerely,
STATE OF ALABAMA
COUNTY OF JEFFERSON
Before me personally appeared Gregory Y. Harris who being duly sworn, swears and
affirms that the above information is true to the best of his/her knowledge.
Signed and sworn before me this 14th day of August, 2006, who I personally know.
ca;e~~
.- LaTalhla Monlqul Clay
~
<< Bond No. 68946943N
~OA . Notary PubliC. for the State of Alabama
"/IV Cammlsslon Expires: February 18, 2008
INTERPLAN ~
933 LEE ROAD, FIRST FLOOR
ORLANDO, FL 32810
PH 407.645.5008
FX 407.629.9124
RECEIVED
orr 1 7 200&
CITY OF WIN n::R SPRINGS
Permltt,ng & licensing
October 11 , 2006
City of Winter Springs
1126 E. SR 434
Winter Springs, FL. 32708
Reference: AmSouth - Winter Springs
N.E.C. of S.R. 434 & Parkstone Blvd.
Winter Springs, FL
IP # 02006.0193
To Whom It May Concern:
The above referenced project consists of a proposed 3,820 SF AmSouth Bank, with its
associated site improvements, located on the Northeast corner of the Intersection of SR
434 and Parkstone Blvd, in Winter Springs, FL.
The existing site consists of 1.70 acres of undeveloped land (pervious area). The
proposed site will consist of 0.94 acres of Impervious area and 0.76 acres of pervious
area. The proposed development will be included as part of a previously permitted
master stormwater drainage system. The permitted.impervious area for the proposed
site is 65% and the proposed impervious area will be 55%.
Rob It D, Zeigenfuss, PE,
Director of Civil Engineering
F:I,o\-.J\IImSouth\2006.0193\Lettersl060193ItrOl.doc
ARCHITECTURE . ENGINEERING . PROJECT MANAGEMENT . INTERIOR DESIGN . AA 003420 · CA 8660
ORLANDO DALLAS CHICAGO ATLANTA
development services for restaurant, retail, hospitality and commercial programs. www.interplanorlando.com
Glacier
Page 1 of2
Heidi Rhodes
From: Blinn, Michael [mblinn@seminolecountyfl.gov]
Sent: Thursday, September 14, 2006 3:04 PM
To: Heidi Rhodes
Subject: RE: Cross Seminole Train
Attachments: LinkTo_ped_bike_crashes.pdf
Heidi,
Per our discussion regarding pedestrian and bike crashes near the trails around Winter Springs. As you
can see there are no pedestrian or bike crashes near Tuskawilla Rd and State Road 434. The time
frame that I looked up was April 2002 to July 2006. If you have any questions or comments please feel
free to call me at 407-665-5699. I am also attaching a small map of the area.
Thanks
Mike Blinn
Seminole County Traffic
407 -665-5699
From: Heidi Rhodes [mailto:HRhodes@interplanorlando.com]
Sent: Monday, September 11, 2006 2:45 PM
To: Blinn, Michael
Subject: Cross Seminole Train
Heidi Rhodes
Permit Coordinator
12/5/2006
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ATTACHMENT C
CITY OF WINTER SPRINGS, FLORIDA
UNAPPROVED MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
REGULAR MEETING - JANUARY 3, 2007
PAGE 3 OF 9
Chairperson Karr opened the "Public Input" portion of this Agenda Item.
No one spoke.
Chairperson Karr closed the "Public Input" portion of this Agenda Item.
"I WOULD LIKE TO MAKE A MOTION THAT THE P AND Z (pLANNING
AND ZONING BOARD) RECOMMEND TO THE CITY COMMISSION
APPROVAL OF THE PROPOSED PUD (PLANNED UNIT DEVELOPMENT)
AMENDMENT, SUBJECT TO THE APPLICANT DEMONSTRATING THAT
THE WETLANDS DEPICTED WITHIN 15.1 ACRES HAVE BEEN MITIGATED
THROUGH THE APPROPRIATE AGENCY AND THAT UPLAND BUFFERS
HAVE BEEN PREVIOUSLY APPROVED FOR THE SITE. OTHERWISE, THE
APPLICANT MUST PRESERVE WETLANDS AND PROVIDE THE TWENTY
FIVE FOOT (25') MINIMUM UPLAND BUFFER OR MITIGATE FOR THE
WETLANDS WITHIN THE FIFTEEN (15) ACRES THROUGH THE
SUBDIVISION PROCESS AND ALSO THE FINDINGS, THE THREE (3)
FINDINGS SUBMITTED BY THE CITY." MOTION BY ADVISORY BOARD
MEMBER BROWN. SECONDED BY ADVISORY BOARD MEMBER POE.
DISCUSSION.
VOTE:
BOARD MEMBER RYSER: AYE
VICE CHAIRPERSON TILLIS: AYE
BOARDMEMBERPOE: AYE
BOARD MEMBER BROWN: AYE
CHAIRPERSON KARR: AYE
MOTION CARRIED.
REGULAR AGENDA
REGULAR
300. Community Development Department
Requests The Planning And Zoning Board Consider The Final Engineering/Site
Plan For The AmSouth Bank, Located On A Commercial Out-Parcel Of The
Parkstone Planned Unit Development (PUD), At The North East Corner Of SR
(State Road) 434 And Parkstone Boulevard.
Mr. Baker presented this Agenda Item and said, "There are some access and traffic
issues. The Applicant and the neighbors want to have the access to and from [State
Road] 434 and the City is saying we really would prefer not to have that."
CITY OF WINTER SPRINGS, FLORIDA
UNAPPROVED MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
REGULAR MEETING - JANUARY 3, 2007
PAGE 4 OF 9
Mr. Brian Fields, P.E., City Engineer, Public Works Department spoke about this project
and safety concerns.
Mr. Gregory Neblock, Architect, Interplan LLC, 933 Lee Road, Orlando, Florida: spoke
in favor of this Agenda Item.
Mr. Jimmie Nelson, 631 Blenheim Loop, Winter Springs, Florida: representing the
Parkstone Community Homeowner's Association and is in favor of the AmSouth project,
but has concerns on the impact of traffic on Parkstone Boulevard. Mr. Nelson is also in
favor of the State Road 434 entrance.
Mr. Baker said, "Staff does recommend Approval subject to eliminating the curb cut onto
[State Road] 434. There is only one (1) thing that we found on the Site Plan that does not
meet Code and would need to be changed. Right about here, they have a monument sign
located about three and a half feet (3Y2') from the property line and the Code requires that
to be located at least fifteen feet (15') from the property line."
Tape IISide B
Mr. Fields spoke about the Traffic circulation.
Discussion.
Mr. Fields referred to the Comprehensive Plan Policy 1.6.1.
Further discussion ensued regarding this Parcel.
"I MOVE THAT WE (PLANNING AND ZONING BOARD) RECOMMEND
APPROVAL FOR THE AMSOUTH BANK FINAL ENGINEERING/SITE PLAN
SUBJECT TO ELIMINATING THE CURB CUT ON STATE ROAD 434 AS
WELL AS ADDRESSING THE SIGN ISSUE PER CODE." MOTION BY VICE
CHAIRPERSON TILLIS. SECONDED BY ADVISORY BOARD MEMBER
BROWN. DISCUSSION.
VOTE:
BOARD MEMBER BROWN: AYE
CHAIRPERSON KARR: AYE
VICE CHAIRPERSON TILLIS: AYE
BOARD MEMBER POE: NAY
BOARD MEMBER RYSER: AYE
MOTION CARRIED.
-
RECEIVED
JAN - 8 2007
JOAN BROWN, c.: ~.IU-ILJ1 !cA!c..-I<.
CITY. OF WINTER SPRINGS
OFfICE OF THE CITY CLERK
WITH REGARD TO THE AM SOUTH BANK BEING BUILT IN THE PARKSTONE
PUD, I AM IN SUPPORT OF THE PROJECT AS A WHOLE. MY VOTE AGAINST
THE PROJECT IS BASED ON THE ELILMINATION OF THE CURB CUT ON
STATE ROAD 434. THE ,CURB CUT WAS APPROVED BY DOT AND THE
BUILDER WAS WILLING TO BEAR THE EXPENSE OF PROVIDING THE TURN
LANE INTO THE PROPERTY.
THERE HAS BEEN NO RECORD OF ACCIDENTS WHERE A CURB CUT
CROSSES THE TRAIL AND STAFF DID NOT PRESENT ANY DATA THAT
WOULD CAUSE ME TO DENY THE BUILDER IDS RIGHT TO THE ACCESS.
NO LEGITIMATE REASON FOR DENYING
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JAN - 3 2007
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) I).h U-11ffY\ If." 0 E V oTb .A-i,tt I p7'T OFj:"1~'
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ATTACHMENT D
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
CITY COMMISSION
REGULAR MEETING - JANUARY 10,2005
PAGE IOOF26
PUBLIC HEARINGS
402. Community Development Department - Planning Division
Requests The City Commission Hold A Public Hearing For Revising The Parkstone
PUD (Planned Unit Development] Master Plan From The Plan Adopted By The
Commission On July 26, 2004. This Item Is Continued From The December 13,
2004 Commission Meeting.
Ms. Eloise Sahlstrom, AlCP, ASLA, Senior Planner, Community Development
Department introduced this Agenda Item.
Tape 1/Side B
Deputy Mayor Blake stated, "That Reef Bay Road - I still don't see resolution to my
problem there." With discussion, Deputy Mayor Blake explained, "That road is designed
to handle traffic coming in and out onto it, just like it is from the development across the
street - the commercial parcel just to the east of there; just as it is for all the additional
homes that already exist in Parkstone.
To have an additional exit going out on [State Road] 434 where cars are going to be
coming out, looking for a chance to get in to the roadway where traffic is traveling at fifty
(50) to sixty (60) miles an hour, they are going to be focused looking far down the road to
their left; they are not going to be looking to the right." Deputy Mayor Blake added, "It
is absolutely irresponsible to have a normal egress going out to that location. That was
never presented to us in that fashion, initially when it came by. Last time when it came
up, we discussed it and I thought it was clear what would happen - it is still there and it
has to go."
Commissioner McGinnis remarked, "I totally agree with you Commissioner."
Mr. Marek Bakun, Vice President of Operations, Morrison Homes, ]5] Southhall Lane,
Suite 200, Maitland, Florida: acknowledged that he had met with the Homeowner's
Association.
Manager McLemore spoke for the record about the road issue being discussed.
Mayor Bush opened the "Public Input" portion of the Agenda Item.
Mr. John Mai, ]243 Stone Harbor Road, Winter Springs, Florida: as the Parkstone
Homeowner's Association's President, Mr. Mai spoke in favor of an additional exit out of
the Landings at Parkstone.
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
CITY COMMISSION
REGULAR MEETING - JANUARY 10,2005
PAGE II OF 26
Discussion.
Mr. Neal Smith. 292 Tavestock Loop, Winter Springs. Flon'da: as a member of the
Homeowner's Association, Mr. Smith spoke of also being in favor of an additional exit;
and agreed that the back elevations look more like front elevations.
Mr. Javier E. Omana, Vice President of Land Planning Operations, CPH Engineers, Inc..
1117 East Robinson Street, Orlando, Florida: stated, "We are in concurrence with
Staffs recommendation." Regarding the issue of the additional access point, Mr. Omana
stated, "If you all want to take it away, we'll take it away; because this is a result of their
wishes and desires. So it will function as egress emergency purposes and an exit
movement to the right only. So, ifit your - desire to do away with that, Morrison Homes
has no problem with that at all. Relative to other items with respect to the buildings, as
Eloise [Sahlstrom] mentioned, we've broken this up right here."
Mr. Russell Hawkins, 740 Seneca Meadows Road. Winter Springs Florida: also spoke on
an additional access point.
Mayor Bush closed the "Public Input" portion of the Agenda Item.
Commissioner Miller stated, "I share Commissioner Blake's concerns about the exit onto
[State Road] 434."
Discussion ensued on Traffic Study results.
Commissioner Miller said, "I will stand then - with my concerns about the second access
or second way out. I don't think that is a good idea." With additional discussion,
Commissioner Miller said, "I share Commissioner Blake's concerns. I would like to see
you bring back some information on [State Road] 434 though, verify that with [F]DOT
(Florida Department of Transportation)." Mr. Lockcuffsaid, "We're bringing the Traffic
Study at the February meeting, and I will have all the Levels of Services."
Discussion ensued on the Trail.
Commissioner McGinnis said, "Assuming that this Trail is going to be used for many
purposes including children which makes it a little bit different than pedestrians at the
Town Center, could there be some kind - that is activated by a gate from the inside -
could there be some kind of a little - blinker on the outside that could signal to those
young kids?" Commissioner McGinnis added, 'An alert. Is that a possibility?" Ms.
Sahlstrom responded, "I would think so. It also would be possible to make the texture of
the pavement before it gets to the Trail - kind of a rumble texture."
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
CITY COMMISSION
REGULAR MEETING - JANUARY 10,2005
PAGE 12 OF 26
Commissioner Gilmore suggested, "If you put one of these - speed bumps - one that is
about three inches (3") high and about six inches (6") wide across there, that is going to
force people to creep over that thing and I would suggest that they would see if there was
anybody on the Trai1."
Further discussion.
"I WOULD LIKE TO MAKE A MOTION TO APPROVE THE REVISED
P ARKSTONE PUD [PLANNED UNIT DEVELOPMENT] MASTER PLAN
SUBJECT TO THE REEF BAY ROAD ENTRANCEWAY BEING BUILT ONLY
AS AN EMERGENCY ENTRANCE AND NOT AS A REGULAR EGRESS FOR
RESIDENTIAL TRAFFIC." DEPUTY MAYOR BLAKE ADDED, "AN
UNPAVED, STABILIZED SURFACE." MOTION BY DEPUTY MAYOR
BLAKE. SECONDED BY COMMISSIONER MILLER. DISCUSSION.
VOTE:
DEPUTY MAYOR BLAKE: AYE
COMMISSIONER GILMORE: AYE
COMMISSIONER McGINNIS: NAY
COMMISSIONER MILLER: AYE
MOTION CARRIED.
PUBLIC HEARINGS
403. Community Development Department - Planning Division
Requests The City Commission Hold A Public Hearing For The Aesthetic Review
Of The Landings At Parkstone Townhome Development. This Item Is Continued
From The December 13, 2004 Commission Meeting.
Ms. Sahlstrom introduced this Agenda Item.
Tape 2/Side A
Ms. Sahlstrom further noted, "The Applicant has also indicated to me that if it is your
desire for them to put in a solid wall, they will certainly comply with your wishes."
Mayor Bush opened the "Public Input" portion of the Agenda Item.
No one spoke.
Mayor Bush closed the "Public Input" portion of the Agenda Item.
March 12,2007
PH Item 500.2
Page 30[3
P&Z ACTION: At its regularly scheduled meeting of January 3,2007, the Planning and
Zoning Board recommended 4-1 to recommend the final engineering plan be approved, subject to
(1) eliminating the curb-cut onto SR 434 and (2) moving the ground-mounted single tenant sign
at least 15 feet from the property line.
RECOMMENDATION: The Planning and Zoning Board and Staff recommend
approval of the AMSouth Bank final engineering/site plan, subject to (1) eliminating the curb-cut
onto SR 434 and (2) moving the ground mounted single-tenant sign to at least 15' from the
property line.
ATTACHMENTS:
A Location map
B Application & supporting materials
C Draft P &Z minutes
D Landings at Parkstone (PH 402) Commission Minutes of January 10, 2005
E Final engineering and landscape plans for Phase I
P&Z ACTION:
3
.
.
VICINllY MAP
ID # T2 FL.C DLAO 2
N E.C OF S R 434 & PARKSTONE BLVD.
WINTER SPRINGS/ FL
LEGA.L DESCRIPTION
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LOCATION MAP
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OWNER & CONSULTANTS
MECHANICAL ENGINEER
surE 160'0
r- _ ~28 I C
\
PLUMBING ENGINEER
CIVIL ENGINEER
STRUCTURAL ENGINEER
BOWEN ENGiNEERING
<523 SHEr
J2804
SURVEYOR
AMSOUTH BANK
REVISION ISSUE LOG
REMARKS
P,\He,'
......-----...-..-------.--- _...~_.._._. _._------_...._-_.._~~._._--- - . -- ---_...__.~-
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J___,_I~_[:,TO~[ _______ __ j
_________=1
RECEIVED
JAN 0 5 2007
SHEET INDEX
BY
~p.
MA
MA
PLU~BING DRAWINGS
SHEET
-sijqj~.-----"---M..__--.~.~--.,,~-----
ELECTRICAL DRAWINGS
ARCHITECTURAL DRAWINGS
:.;T~
,11
FLO'JR PLAN
--&--
- --1
.~
INTERPLAI'-
ARCHITECTL
ENGINEERlr
INTERIOR DESI(
PROJECT MANAGEME
AA 003;
CAB,
933 LEE ROAD, FIRST FLO
ORLANDO, FLORIDA 32r
PH 407.645.51
FX 407629.91
SEAL'
ROBU<1 ZlEGENF~SS, P.l
REG #
CONSULTANT
REI,1SIONS,
NO DATE REMArn<S
.
AMSour:
AMSOUTH
BANK
T2.FLC.DLAO.2
S.R, 434 8< PARKSTONE BLVD.
WINTER SPRINGS, Fl
COPYRIGHT \c1 2006
INTERPLAN LLC'RESERVES
COPYRIGHT & OTHER RIGHTS
RESffilCTING THESE DOCUMWTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH TH8' W'ERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHI~TED.
PROJECT NO 2006 01 93
DATE: 08-01-06
cs
CHECKED l14~ r2'i>lL
.
,'-~. ;:c,,~;
.,'
UTILITY NOTES
PRIOR TO COMMENC]NG ANY CONSTRUCTION. THE CONTRACTOR SHALL FIELD
VER]FY ALL EX]STlNG UTILITIES. INCLUDING WITHOUT LIMITATION POTABLE WATER.
RECLA]MED WATER. SANITARY SEWER. ANO SERV]CE UT]L1T1ES. AT PO]NTS OF
CONNECTION. POINTS OF CROSSING. AND/OR POTENT]AL CONFLICT. NOTIFY
ENG]NEER OF ANY O]SCREPANC]ES BETWEEN THE PLANS AND F]ELD CONDITIONS
9 ;N$TALL COr,;T1NUr)l;$ LOCATOR
WATER MAINS ,AND '3AN]T,~.FY S~WER
~OCAT[D D1RECHY OVER POTA8LE
6" TO 8" ABOVE P:PE
UTiLITY TRENC'1[S CROSSI''\G PAVEMENT AReAS
(:;r~,\Nti AR ~<lA,TE.RIAl IN ACCOR~ANC::: WiTH
UNDFR
12, ALL TRENCHFS EXCAJATE() fOR :-H[ PUR:lOSES QF
lNSiALLATION ShAll 8[ KEPT DRY foe ;'HE DURA; JON m
CONSTRUCliON. DEWATERING O~. TRENcrkS MAY RECU[RED
10 PREVEN, FLO~ATION OF P;PES DURING iNSW..LAT!ON
13. THE CONTRACTOR SHALL NOTIFY THE ENG]NEER WHEN CONSTRUCTION ]S
COMPLETE FOR WATER. WASTEWATER AND STORMWATER SYSTEMS SO TIMELY
. CERTIFICATIONS MAY BE ]NITIATED. SATISFACTORY BACTER]OLOG]CAL TEST
RESUI TS PRFSSURE T[ST RESULTS AND AN AS BU]LT SURVEY SHALL BE
SUBMITTED TO ENGINEER PRIOR TO F]NAL CERTIFICATION.
CGMPL YlNG "NlTH I\STM SPECFI~)\T[ONS 4RE
D:SSIf,.-1[LAR MMlRIALS
MATERIALS (wATER)
seRViCE PIPE SHALL BE POlY~Tf!YL[NE (PE), eRg
2 WATER MAINS SHA~L BE ASH.,1
E~ASTOMER!C JOIWS PER /ISTM C3139
W]TH
PER
BELLS AND
If REQUlC(ID, SHALL CONFORM TO ANS:/AWWA
~):PE FOR ALL srZES
Bt '~ANL'FAcrUr~[D
F()UAj
SlW~R MAIN:, ,l;ND
1" IN D:N,1Elt:r~
MATFRIAlS (STORM)
TIGHI PER
AASf.fO
4. PVC STORM PIrL (12" OR L~SS) ""ND F!rINGS SHAll 8E
NON-PRESSURF rOLYv'INYl CH:OR~DE :)JPE (PI/C) CON~or~Ml"-lG 10 ASTM D 3034,
SOP 2E, lief-< PUSH ON RUBBER GASKF.T JO!NTS
.
.
GENERAL NOTES
iMPROV[M[NTS CONFORIA 10 rHt' STANDARDS
clURISClCTiON M~D 'l'i1l.:... Sf: SUBJECT TO
2. S!Ti;: lCOTION NE CORNER OF STATE RC~tl,S 434 AND PARKSTQNE 80ULEVARD
WINTER SPRiNGS,
3, HilS SliT LIES I~ FlOOD ZO'-;E "x" r[ q.''II. ?4N;::L. NUMBER 7C0135
:: DATE[; /;,;!R[l ~:, 1995,
10, THE CON,R.ACTOR
DISCR~PA.NClES BETWEEN
COr-.STRUCTlON.
NOTIFY ~NTERP!.AN Or ANY
~,ND FIELD 20NDJTWNS PRlOR TO ST.A.RT
\1. THE CONTRACTOR SHALL REMA]N SOLELY RESPONS]BLE FOR ANY DESICN
CHANGES WHICH HE MAY ]NCORPORATE ]NTO THE PLANS WITHOUT PRIOR WR]TTEN
CONSENT AND/OR APPROVAL FROM THE OWNER THE ENG]NEER AND THE C]TY
C0
Project No 20060193
08-01-06
AM South Bank
SITE DATA
.
74,103 S'
~
IMPERVIOUS 1 ,J3,228 SF
OPEN SPACE (GREEN) C" _ 65% ^ _
PERMlTIED IMPERVlOU" AREA - A-ERP ~
- SJRWMD PERMIT /, 4-187-0482- , COMMERCIAL
lQ!'lllil; Mi!.L~O
BUILDING HEIGHT ~0 F~
REOu;RED
1.70 AC
50%(55%
5 % )
45 %
P.B5::2QSID
22FT
E'ROVIOED
35 c-r
~~ ~T
Je ~T
78 FT
151 FT
98 n
92 FT
15
5
15 Fl
5
13 SP,A,CES
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NORTH
.
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~ rJRST 6" eN TOP
- - "HEET C1 ,1)
R FOOT SPECIFlCA.T[ONS (REFE'? 10 J, ,
· 0 ONE WAY SICN Pl. ." . . "MANUAL ON UNIFORM
TRAFFIC CONTROL SIGNAGE ;~1;L~_~D~~'~,~~ln":~NT or TRANSPORTATION,
SITE NOTES
~
[1] fLARED RAMP ~
OJ TURPSTONE GRASSPAV[ E?i2
II] WHEEL STOP PLACES) ~
o :URB@ W
CD MONOLiTi-iIC CURB AND SIDEWALK @
CD CQe'CRETE WALK @
iO'NTS AND SCORE MARKS
[2J CONCRETE WALK EXPANSION" ,
CD ASPHALT PAV[MENT @
EID FC' P, 'CEMfNT)
~ 14 (SEE ARCHnECTURAL PLANS '"''', ..1"'
CD BOLL'Ru C4@2
T 'SEE ARCHJTECURt,L PLANS) C4
~ CONCRETE" PJI,\![MEN \
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~
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B
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TO MA.Tei! EXISTI NG (TYPiCAL) 'iE
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INT:)
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[XISTJr~G DECORATIVE
P~'R c:rMiNO!..E COUNTY
PW\TEcrIVE BOU"J'.HD A~D C~~i?i:~~SS~NG -T-RAFFle STANDARDS OF
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@I]
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F! I'URE LOCATION FORfl,~61!,~~16~AOUt
MATCH THE BUilDING
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IS' REQUIRED
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HAJ~DICAP END RAMP
~
@3
WARNING ON
C4
IjQ]L RIVATE COMPANY fO.R DAJeY TRASH
RA'T WITH P
APPLICANT WILL CONT. COF BAGGED TRASH STOREJ IN
MOD:F!m'::;:;;::~ 1)8,5333
933 LEE ROAD, FIRST FLOOR
LANDO FLORIDA 328 TO
OR PH 407.645.5008
FX 4076299124
SEAL
ROBERT ZIEGENFUSS.
REG. # 56752
.-
CONSULTANT
REVISIONS
NO, DATE REMA.RKS
10-03.-06 CITY COMMENTS
7 06 riff CCrf.AMENrs
~;=~2~e7 ~lTY COMMENTS
AM SOUTH
BANK
T2.FLC,DLAO.2
S,R. 434 & PARKSTONE BLVD,
WINTER SPRINGS, FL
COPYRIGHT @ 2006
INTT'RPLAN LLC RESERVES
COPYRIGHT & OTHER RIGKTS NTS
RESTRICTING THESE DOCUME
TO THE ORIGINAL SITE OREY WERE
E FOR WHICH TH
~~E~~~~P:S~I~;~I~N~~ARE
PROHIBITED.
PROJECT NO, 2006.0193
DATE, 08.01.06
Cl
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11
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TRAFFIC CONTROL & SIGNAGE
OJ PAVEMENT W,RKiNGS @
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(}) O~E WAY SIGN (R6-iR) m
AU. TRMTIC CONTROL SIGNAGE SHAlL CONFCRM TO "MANUAL ON UNIFORM
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(REFrR fa FOOT
~
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INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD. FIRST FLOOR
ORLANDO, flORIDA 328] 0
PH 407645.5008
FX 407.6299124
SEAL:
ROBERT ZIEGENFUSS. PE
REG. # 56752
. ----- -----
CONSULTANT
RE\i1SIONS
NO, DATE REM\RKS
:) 1'-17--\l6 CITY COMMENTS
. ~-_..::.=:=-:-:-
ANI5oUT:
-- . ----
AM SOUTH
BANK
T2.FL.C.DlAO.2
S.R. 434 & PARKSTONE BLVD.
WINTER SPRINGS, Fl
COPYRIGHT @ 2006
INTERPIAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED REPRODUCTIONS.
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO: 2006.0193
DATE 10.03.06
Cl.l
CHECKED: I \ 4 \,,'1 a.~'Io/.,
MAM!.V
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NORTH
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CD 10
[2J
SHALL REMOVE PORTIONS OF [XISTING SlJEWAl.KS
SHOWN
[3]
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m
IT]
AND R!::LOCATE DlSrrNG STCRM
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SAWCUT AND REMOvE P4VEMENT AND CURBS TO LIMITS SHOWN
FOR iNSTh:..AnOr--.; OF NEW CURB AND PA'/EMENT
!'!llli;
CiTY'S CONTRACT W,\$TE HAULER
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TREE PROTECTION BARRIER DETAIL
NOT TO SCALE
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11
NTS
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD. FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407.6299124
SEAL:
&
CONSULTANT
REVISIONS'
NO, DATE REMARKS
I 10-03-05 em COMMENTS
J 11--17'06 COMMENTS
.
.ANI5ouTH
AMSOUTH
BANK
T2.FLC.DLAO.2
S.R, 434 So. PARKSTONE BLVD.
WINTER SPRINGS, Fl
.
COPYRIGHT @ 2006
INTERPtAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESffilCTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED REPRODUCTIONS.
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO, 2006.0193
DATE, 08.01.06
Cl.2
CHECKED \ '4~ '1 '42f~
.
S!8.~1' -0" M~W\LV
~/8'~ 1'-0'" 1hl1iAl'i
AmSouth Bank
C1.3
REFER TO SHEET C0 FOR GENERAL NOTES
SPECIFICATIONS, AND LEGENDS, IN ADDITiON
TO SITE -SPECIFIC NOTES AND REQUIREMENTS.
.
DEMO NOTES
RfMCVE PORT:ONS OF EXISTlNG SIDEWAlX::
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD. FIRST FLOOR
ORLANDO. FLORIDA 32810
PH 407.645.5008
FX 407.629.9124
SEAL
CONSULTANT'
REVISIONS
NO DATE
REM4nKS
eD
[II NOT USED
CD
LOCAL..
CD
IT]
CD
CONTRACTOR SH_ALL REMOVE EXISTlNG STORM STRUCTURES ,AND
STORti PIPE AS SHOWN
US~D
AND REMOVE PA'J[M::NI AND
FOR ]NSTALLt.,TJON OF \lEW CURB AND
S.,OWN
10--0J~06 CITY COMMENTS
IjQJI;
WASTE REMOVAL TO THRU CONTRACT WASTE HAUl.fR
FOR TIME GF ON'~Y.
ill
AMSouIH
AMSOUTH
BANK
12.FLC.DIAO.2
S.R. 434 8< PARKSTONE BLVD.
WINTER SPRINGS, FL
COPYRIGHT @ 2006
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR I'MICH THEY WERE
PREPARED. REPRODUCTIONS.
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO: 2006,01 93
DATE: 1 0.03.06
Cl.3
CHECKED \\4 b'{~'7t.
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ST ATE ROAD NO. 434
(RIGHi-OF-WAY 'N\OTH VARIES)
GRAPHIC
1"
20
I. I
SCALE
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42
i
NORTH
THE INSTALLED
SHALL BE N SEWER MAINS AN
THE JOINTS INSPECTED IN ORD~R SERVICE LATERALS
TO CORRECT AA~~G~IMGEHT AND THE LINTE~ ~~CEERTAIN THAT
NT. CLEAR AND
REFER TO SHEET
SPECIFICATIONS 2~D FOR GENERAL NOTES
TO SITE -SPECIFIC NOt~~ENDS, IN ADDITioN
AND REQU I REMENTS
UTILITY DATA
SANITARY SEWm
4"
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AA 00342
CA B66
96~~ ROAD, FIRST FLOO
DO, FLORIDA 3281
PH 407645500
EX 407629 912
SEAl
REVISIONS
NO. DATE
1
J
RfMAAKS
~~=~~=~~ CITY ~~~~~~~~
~
~
AMSOUTH
BANK
T2.Fl.C,DlAO,2
S.R. 434 &. PARKSTONE BlVD,
WINTER SPRINGS, Fl
COPYRIGHT @ 2006
~~LAN LLC RESERVES
RESTR~~~~ ~H~THER RIGHTS
TO THE ORIGI~; DOCUMENTS
PURPOSE FOR ITE OR
PREPARED REP~gH THEY WERE
C'WJGES OR UCTIONS
PROHIBITED. ASSIGNMENTSARE
PROJECT NO: 20060193
DATE 08.01 .06
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OAD NO. 434
SI A IE R y W\D1H VARIES)
(RIGHI-OF -WA
20 0 20
I'klll' ~.I
GRAPHIC SCALE
1" = 20'
4~
I
NOTE
LIME STONE IS TO BE REMOVED WHEN
EXCAVATING IN PLANT BEDS.
C)
GRADING AND DRAINAGE PLAN
NORTH
STORM DATA
CD
CONNECT '0 EXiSTING STORM ST.UB-OJ' 6tJ@2
wnH PROPOSED TYPE F INI"ET #1 @ C5 C5
(WEST AND SOUTH) '" :1:18.50
R!f,1 = :!:2450
IT]
IT]
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ENGINEER IF ANY
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C4 .
Twe F. 'NLCT #2@0
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I~Jv = 04 C4
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IT]
LF ~8" HDPE @ 034%
TYP[ F jNLEJ #3
H ;= 24.60
IN\! =- 19.56
IlJ
[!] lYPE F :Nl [T #4-
TF 0 2400
[Nil =- 19_81
HOP[ @ 0.J4%
o 138 iF HOPE @ 0.34%
CD TVPE C 1.',1[' 15 ~
TF = 2430
INV 0 200J C5
~
Q2]
26 LF 12" H!)PE @ 1_0%
iYP[ C INLET #6
TF =
IN\! = 'c;
@]
MANHOLE
R;~1 =
M~TC:H EXiSTING IN'iERT 0" PiPE @
POINT OF CONNECTION
~ 4-0 LF ~ 24" Rep. EXft_WION or
EXISTING 24" PIPE WiTH [XISTlNG SLOPE
o MES (8'-,
:NV. 0 122.00 \IV
@] ~6L A~o~~cro~1 OO~~']l~~H~RE 10 CURB
4" PiP::: TO BE CENTERED AT EXPANSION
JOJN-;- IN SlDEV'iALK ANC:/OR CUR8rNG
@
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ACCESSiBLE ROUTt - f...4)\,X 5.2%
SLOPE AND 2.0% CROSS
SLOP::
!'1QJI;
CITY NOTE: CONTRACTOR TO INSTALL FINAL
LIFT OF ASPHALT AT OR NEAR THE END OF
SITE/BUILDING CONSTRUCTION
REFER TO SHEET C0 FOR GENERAL NOTES,
SPECIFICATIONS. AND LEGENDS, IN ADDITION
TO SITE -SPECIFIC NOTES AND REQUIREMENTS
l>!Oo[r[fD' I ?/II /0~ I,' J~ 09
PLCHtU 0'/04/07 '4'1,'01
.--
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD. FIRST FLOOR
ORLANDO, FLOR!DA 3281 0
PH .407.6<15,5008
FX 407.629.9124
SEAL:
ROBERT ZIEG~NFUSS, P [
REG. # 56152
----
CONSULTANT
REVISIONS'
NO, DATE REMAAKS
1I!l..03.-06 C:TY COMMENTS
3 , 1-17-0~, em COMMENTS
----~=-::=-
.ANISOu'C
AMSOUTH
BANK
T2.Fl.C.DlAO.2
S.R. 434 8< PARKSTONE BLVD.
WINTER SPRINGS, Fl
COPYRIGHT @ 2006
INTERPlAN LLC RESERVES
COPYRIGHT & OTHER R1GHTS
RESm!CT1NG THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED REPRODUCTIONS.
CHANGES OR ASSIGNMENTS ME
PROHIBITED
PROJECT NO: 2006.0193
OATE: 08-01.06
C3
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STORM DATA
QJ MANHOLE # 1
RIM = 23.73
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ITJ
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ill
!illIE;
NOTE:
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EXCAVATING IN PLANT BEDS
REFER TO SHEET C0 FOR GENERAL NOTES
SPECIFICATfONS, AND LEGENDS, IN ADDITiON
TO SITE -SPECIFIC NOTES AND REQUIREMENTS.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 lEE ROAD. FIRST FLOOR
ORlANDO, FLORIDA 32810
PH 407.645.5008
FX 407629.9124
SEAL'
CONSULTANT
REV1SIONS:
NO. DATE REMARKS
j '1-17-06 CITy COMM[N1S
.AM5ouTH -
AMSOUTH
BANK
T2.FLC.DLAO.2
S.R. 43411< PARKSTONE BLVD.
WINTER SPRINGS, Fl
.
COPYRIGHT @ 2006
INTERPlAN LlC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR 'vYHICH THEY VVERE
PREPARED REPRODUCTIONS
CHANGES OR ASSIGNMENTS'ARE
PROHI81TED
1
PROJECT NO: 2006.0193
DATE: 10-03.06
C3.1
I,I(JClflfOII/29/06
PLCTTElL ~1!fl410"
CHECKED \ ) ~\d'1If,:~,'"
14HJJ J:\A-,J>MlSOIITH\20050193\\l6019J01D:' )1"""1' 0' M~NAlV
"-V, J \AMSIJUlfi\t0Gt;IlI\l3\1l601 930 IUWC </"-:" ~0 l.I~N~U
.
OPTIONAL POS! POSJTJONS -._~_Jo' _ PRINCIPLE. POST posnrON
-::!I -"'" /-------- (CANTED 20' lOWARD FLOW)
~l l
M//-- FILTER FABRIC
~- FlOW
- CONSTRUCT ION SIH:- FENC!NG
t.AIN.2 STAKES PER BALE. 2"x2- STAKES
I 1/2' TO 2'
IN GROUND
/'_ SlDEWA_K
---'------./--"
,I () '.
//'~ ~
~~--=-J~_':---CJRB & GUTER
'<6'CJ~ if
j
\
'~LOOSE SOIL PlACED BY SHOVEL AND
LIGHTlY COMPACTED ALONG UPSTREAM
FACE OF BALES.
BALE TIES
CIJBALES BACKED BY FENCE
ANCHORING BALES
CD COMPLETED INLET
SECTION
X ," I
STEEL,
~
LOOSE SOIL PlACED BY
SHOVEL AND LIGHTLY
COMPACTEO AlONG THE
UPSTREAM EDGE OF BALES
I
6'-".A~___~
~' ':-- _~SICTFlOW
.. ,
~
~.~
~ FILTER FABRIC
/
(
133 LBS/FT M[N.)
/
/'
~! ~r ~
gsl ~ ~t-
~~Gl '
I"
----r=ow
.4
"",
..
& GUmR
ELEVATION
/
CD PARTIAL INLET
I1lSILT FENCE
EROSION CONTROL DETAILS
ELEVATION
f3lBARRIERS FOR SLOPES
PROTECTION AROUND
PIAN
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. S83':S3'-D3"W
NO. 434
VARIES)
SI AlE ROAD
WAY WID1H
(RIGHI-OF -
C)
SWPPP / STORMWATER POLLUTION PREVENTION PLAN
GRAPHIC SCALE
"SCALE"
NORTH
.
.
.
.
ANCHOR BALES WITH 2 - 2~ X 2~ X 4'
STAKES PER BALE.
[IJDlTCH BOTTOM INLET
~------. Ir\LET GRADE
~4/'.;::'D '"n",
[I i/I
.U lJ
IT] EROSION CONTROL SOCK
INLETS
OR
SIMILAR STRUCTURES
//
//
///~
//
/
6"
N.S.A. R-2(1.5" -3.5") /
COARSE AGGREGATE.../
mK; FC. 3000
PSI. (28 DAYS)
GEOTEXTlLE UNDERLlNER
fl\ CRUSHED STONE CONSTRUCTION EXIT
V NTS
.
Slormwater PO~llJtl(;n Frevenj~or: Pion Inspec\'Jr Report Forrr
must OCCUI oi leo"~ on(" 0 ....ee~ Qnd with;r) 74 how; of the ertcl of 0 storrr evert
nlCi'-,€5Dr g'eoter
POLLUTION CONTROL NOTES
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION
OF CONSTRUCTION.
ALL EROSION AND SEDIMENT CCWROL WORK SHALL CONFORM 'NlTH LOCAL
AND WATER MANAGEMENT D!S~RICT SP~CJrlCATJONS. SUBJEcr TO
AND t.,PPROVED VARIANCES, WAIVERS AND/OR CONDITiONS OF SHE
TO OR
WILL BE
OFF
BY THIS WORK SHA~L BE
:HAN EX]Sl1NG CONOmON,
HE COST FOR SUCH RESTORATION SHALL BE
CONSTRUC~rCN NO ADD;~IONAL Ca~,.1PENSAT!ON SHALL
4 THE CONTRACTOR SHD..LL iMMEDIATELY NCTiFY THE
BETWEEN THESE PLi\NS AND
OF A~Y
PRIOR TC
WE Cor~TRACOR SHALL PROVlD~ mu'_ PROTt.CION
Or: SP[CI~IC,l,l IONS
OR OTHER DEB8IS mOM
INS!DE OF PRCP;:RTY
8 CONTRACTOR SHAl L
INiO ANY OR
ADJAC[NT
lNTRUSION 01--
SEWER
SILT OR DEBRIS
GR ON OR
9. ALL ClD~RED ARE'AS FOR IMPROVEMENT AND/o!( CONSTRUCT10N SHALL BE
WATERED TO PRE\,fNT WIND EROSION,
10 FOR ADDFIONAL INFORMATION {,NO D[TALS, SEE F C.O.T. lNDE:X NO" 102
11 JNL::SS SPECIFIED, SJLT FENCES MAY GE USED IN Uf::U OF 8ARRI[,QS
posrs A"JD R.AlLS MA" BE '.ECFSSAR'" TO SECURE: AND SUPFJORT
Ml',Y BE REQUjRfO BY THE COUNTY ENC;NEFR
Il,f All -rIMES
UNi;L -H~_
WIll-' A COpy Or-
ON THE
TO SUBMlT A. N:,)T!C[ OF TERM;NATJON Te
OEPARTMENT !:NVIRONMENTA:.. PROTECTION UC'ON THE
Of CONS~Ri~O:ON
18, CON-:-RACOR SHALL RETAIN A,t..L RECORDS
-OLLOWIN':; N01ICE OF TERMINA.1!ON
A PERIOD OF 'HREE ::[ARS
;9 DlSCHARGES
3E TO EXIST:NG
REfEN1!ON POND
HY[)R.AN~ E'C SdALL
F,t.,CLIfY (]N S:TE
20.
BE
JOR. SITE WILL
21. NO SlLT SHALL BE
ON PIJ8UC ROADWAYS SHAU
~--'~'-'-'--~N" ~ ~------rYPE -~~- ~ -------. .."-~-._._-_._~--"--..~ ---'--1
IC~=j "L~.-r~~lz:"~ ~~~-=_-~~~(~~
Condition Code:
G = Good f.l = Merginol. needs maintenance or replocement soon
P = Poor, needs immediate maintenance or replacement C '" Needs to be de<lned
0= Other
Control Type Codes _____ __ _
["Silt Fen~_,.",_..___..~~.!!. inlet pr?tection;19, RelnforCedS011 retolnlng i
12. Eart!Lgl.~~~~~~totjve buffer strip . I _ _~t~I!..~~._._.-,~-,--i
.3. StructuraLQ.iverSiOQ:.12, Vegetative preserv~~~~~~-,~~f ~:~. -' -.-----------i
~. ~g!e__._'....___._._._ r13. RllJention Pond _ ~-.:. Iment~~~~_~__-, -.-.--.J
. ~--2~!'!!~~I.rSlP_,-~onstruction ~ntronce ~?:.l~~_s~.E_,LS9_d._~
16. Check dom__.._.__ k~~q~\li~t!2~._ -'__~J-'-.J~~e.d.j~QJ.t 1
rr.5UbsJ!.rloce _Q.rain 115. Pe..!:!.f!I.~~~I~_----fL..~____. ....,_._~.._.j
8. Pi e slo e drain -i 16. Curb q~~q~.!!~_..__-----J2UQ,Y...S~_______ .__,j
9. Le"-~!~.9~_,17. Poved ~~q.tL~~!:!Q.~~__.__.~._G.e.Q.te~_." ._._-1
__. -'_m".._....__~_:JI~_~~ck outlet protection __.j21~_ .____ I
~.[::Ii~e::QiQ!eit'9~~w;;ted;sp<J;li!LhQJI>.te.o;n~ 3J,3~"d_BoQ ---.:=j
~~.:~~~;l~~TI~_~:_~~ L~~=====----==L1.~.:~~~r_-,_._---==~:=J
I "$oecbr
LOG ]S G]'JEN fOR REFERENCE PURPOSES T!HS OR A SiMiLAR
;MP~EMENT ANY PART OF THE
REQUiRED BY THE NPD[S PERMIT SHALl SIGN BELOW
ROSERT Z:EGENF~SS, #55752
Dote
fHiS PLAN I\ND AGREE TO COMPLY WiTH
REQlJlRWfWS
CWNE.R/MJ'HORI7ED REPRfSENTAr:vE
Dete
MW~flED I 1IL7i~6
PLorm 01/04/~!
IS:J'01
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
933 LEE ROAD. FIRST FLQQR
QRLANDO, FLORIDA 32810
PH 407.645.5008
FX 407629.9124
SEAl
FOR
CQNSULTANT'
REVISIQNS:
NO, DATE
REMARKS
10-0J-06 C~TY COMMENTS
ANISouIH
AMSOUTH
BANK
T2.Fl.C.DlAO.2
S.R. 434 &. PARKSTONE BLVD.
WINTER SPRINGS, Fl
CQPYRIGHT @ 2006
INTERPLAN LLC RESERVES
CQPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DQCUMENTS
TO. THE ORIGINAl SITE OR
PURPOSE FQR WHICH THEY WERE
PREPARED. REPRQDUCTIQNS.
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO. 2006.0193
DAlE: 08.01.06
C3.2
CHECKED 1 \ 4- \O"\(l.~.".
IJAW,(V
t.lANAtV
SEE ;)L.AN FOR STYLE OF HANDICAP RAMP
HAND1CAP STR!PIlIJG SHALL CONFORM TO FOOT !NDEX 17346 (JlTt-ST EDIHON}
CD HANDICAP STRIPING
MISC~04-,:JWG
304
NOTE 2:
CONSTRUCT RAMP TO lEAST
SLOPE 1 12),
OF AND
SHALL NOT EXCEED 1 :50.
5'
-~~~
PICTORIAL VIEW
PLAN VIEW
CD ~~~R~S~N~~P RAMP
12"
r 11
~I
I
" !
c~
'-"!
-+-t
0-1
FIN. GRADE 1
/1~//;;/
PARKING BY
DISABLED
PERMIT
ONLY
UP TO $250 FINE
FS 3161955
& BORDER
CONTRACTOR SHAU~ VER[FY
F] NE AMOUNT & ORo;N,"'~KE NUMBER.
SIGN RLO'J[RED FOR PARKING
NTS
BE IN
MANUAL QN
SlGN ~O Sf: 7'0"
&
NOTES:
COST OF 2-#4 BARS (CONT.) SHAl.L BE INCLuDED
2 PROVIDE EXPANSiON CAPS AT EACH
EXPANSION
4 ENOS OF VERTICAL CURB SHALL TRANSITION FROM FUl.L iO
ZERO HEIGHTS IN 3 FEET
---_______________ PLAN SYMBOL
RAMP005~~~ CD ~~0~S~~;)AL CURB
KEY TO TYPICAL PAVEMENT SECTIONS
- F.C,Q.T, SECTION 331
~ F,D,Q,T, S~CTlON ."331
@ TYPICAL PAVEMENT SECTION
NTS
PVT017.CWG
.
WELDED
WIRE
4"
DRAIN
CC
Q'\..-"i
z~
~~~
SECTION A-A
~
u
z
::;;;;
~
"@ DRAIN PIPE AT CURB
&
CD VOR SLAB THICKNESS P~EASE REFER TO STRUCTURAL DRAWINGS
IT]
IT]
GJ BASE AND SUB-BASE PER ASPHALT PAVEMENT OtTA,IL
@ REINFORCED CONCRETE PAVEMENT
NOTES:
1 .filL PIPE AND FjTIINGS 2" AND SMALLER SHALL BE
THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS
2 ASSEMBLY SHALL BE PAINTto IN BlACK
~ REDUCED PRESSURE
~ BACKFLOW PREVENTER
&
NTS CD PAVEMENT MARKINGS
.
18"-3/4" STEEL
ROD .------
NOTE:
CONCRt:TE SHAH BE 3,503 PSJ 28 DAY STRENGTH
NTS
o WHEEL STOP
PVT007,DWG
.
PORTLAND CEMENT CONC. PAVEMENT
DC
2 CONCRETE STRENGTH REOU!RED
ALL CONCRUE SHALL HAVE A MINJMUM COMPRESSNl
PSI AT CONfOR~...JANCE
SHALL BY
LATEST EDITION. 4,8,2.3 AND
ffi
''iiYE-_i
'----45"
UTL031~~; @
.
CLEANOUT
NTS
Uli_0.13.DWG
NTS
MISC005.DWC
SiOE:WALK
--~
NTS f8\
PVTe22.0WG ~
.
MONOLITHIC CURB AND SIDEWALK NTS
(':'.500 PSI (f)!N))
o 0
o 0
P'-AN
A'---"L--r
!
i '
! /--INTfCRAl DOME ~
!~T- -1'
----Y '----- ~+
fRUNCATED DOl,iE
NTS
PVT026.DWG
@ DETECTABLE WARNING
30~0 FJSl (MJiIi.) CONC'l!::TE
EXISTING GROUND
4" ~,1j N, ----.:
@ TRENCH DETAIL
NOTE I'
pp,GE '
FDOT !NDD
AND DES!GN
NOTE 2: CONS1RUCT Rl\f~P TO
;\ND
~A.NOrNG SHALL NOT EXCEl:D 1 '50
(UGHT -ON
o ~0\it\~IE(RN~~N~~JCAP RAMP
NEW 4" CONe 'HAL",
6X6 \I,'1.4XW' 4 WWF-,\
m",m'7~0,\\<
---'j<--11----:-! t;E-2
,,;.~,~. U. ! ;
-= ~ -:~ ~ 4__ '-=-_=-=
JIIIIIIIIIIIIIIIIIIIII~ W",III",III",III",1111i
, I
NOTE
CXPANSION JOINfS SHALL BE LOCATED ALL
iNTERSECTIONS, AT DOOR OPENiNGS
0,:: MAXiMUM
PREMOLOEO ,ASPHALT SHALL
OF
SHAL.L 4' (MAX,) OC
PVT006.DWG
CD ~)~~~~~;E WALK
PVT019,D'WG
tIQlE;
3 WHERE A CURB RAMP 15 CONSTRUCTED WiTHiN AN EXlST;NG CURB, (;URB
fHE
THE
T:ciE EXTF:NT THAT NO R[MAIN:NG SECTION OF SlD[WALK is LESS THAN 5
LIGHT-ON-DARK, (SMETY YELLOW OR 8RlCK RED)
TilE)
NTS
RMdf'001.DWG
NOTE;:;
iN-SITU GRANULAR MATERIAL
P[?E SHALL BE" P',ACED .A DRY
5 DENSITY TESTS ARE REQUiRED 'N ONt:
lNT~'/ALS OF 400 FT. MAXIM',)M, OR
FOOT L:FTS ABOVE PIPE
BY V.C_W
6 Of/ELOPER CONTRACTOR SHALL BE RESPONS!BLE TO COWLY
WITH ALL TRENCH-SAfETY LAWS fiND REGULAnONS
7. Trt AFFi:.CTED ARFA BE RESTOR[O TO EQU/,L OR BEHER
CQNDlTlON OR4S SPECIFIED IN ~'JERMlT / CONTRACT DOeUIIENTS
NTS
UTL01i,DWG
NTS
RAMP008.DWC
.
EYE
8" SEE
201.} 8"
5 1/2" 3'-0" 5 1/2"
11'---;;::;;,;--ri
i J----':-----,f i
.mTiJr-- ~
~~ ~F- ~".
."' J 1/2':J. 2'-0"
.. ~ J 1/2" ----
.~ 8: ..", 8
""
SECTION AA
SECTION 88
5'-4"
D f---~--f::'
'+
. ' -'I<.
8" w {""
* CONSTRUCT10N
4' -0" 8"
A A
, L -1
;.,
'G In
'0
~ S-J
-
INDEX 233
NTS
PLAN
@ ~n~;~~DIE~~3~;
.
NTS
j Nl001 . Dwe
&
,
.~
'1'
n
-- CONe. ~-UOT1NG
@ BOLLARD
NTS
M ISC006DWG
@ STOP SIGN DETAIL
NTS
MlSC0:SDWG
111\U9
1~:12A&
.
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 328T 0
PH 407.645.5008
FX407.6299124
SEAL'
ROBERT ZlEGENfUSS P.E
REG. # 56751
.
CONSULTANT:
REV1SION5:
NO DATE
REM<\RI<S
1\1-03-05 CITY COMMfN1S
11-.]7-06 COMMENTS
.
.AM5oUI1-I
OF
AMSOUTH
BANK
T2.Fl.C,DIAO,2
S,R, 434 & PARKSTONE BLVD.
WINTER SPRINGS, fl
COPYRIGKT @ 2006
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESffilCTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED
PROJECT NO: 2006.D193
DATE: 08.01.06
C4
-0' t.!AWll','
101-0' t.!ANAIV
SET COVERS .FLLSH IN ~
PAVED AREAS__ ~
/-- MANHOLE FRAME &
COVER WiTH "STORM~ OR
"SANITARY" IMPRiNTED
SEE NOTE 2
PRE CAST RElNFORCFD
MONOL] T HIe BASE:
9" BEDDING ROCK
6"
tJQJI;
1 IN UNPAVED AREAS TOP OF- FRAME
2. INPAVEMENT STRUCTURES MUST
CD MANHOLE
BE t'
TO
~rfst~o~~m__
Erotlon Control
Turf slone'" .offern specific and dis.tinct advantages
for controlhng eroSIon 01 ar,d gIVing soH stobJLmtion
to slopes_ embonkmont;;, river ond low flow
chonn91s, r100d plains and the shorelines of inland
rivers. dikes. creeks, lakes, pond~, and reservoirs
where there is no exhOrTJ€: wove action
Ovefflow Parking
TurfMeno'" reinforces grnssy areos subjected to
wrleeled traffic that would otherwise become so
compocted os to inhibit the p.:.,tITifeobilitv of !tIe soil
structure that is neCessory tor th€t gross to survive
The hard,surfaced green space created by the
lurfston-e"" paving system IS an ideal overflow
porking facility for j:..lOrk:i.. r;($loricol sIT$S.lns.titutlons,
un'versity and 5ct'.ooi campuses, gaif courses and
any location where pubHe parking periodlcaily
peaks extensively beyond everyday needs
Scenic Pork.
it is oflen necessary to provide emergehCY and
mQlntenance routes through greenspoce.'l.
por;dand and institutionol complexes, Becauso
;~~~~~='~r~~~~~pjSe;;~~~~s~,~ep~:~i~o~~r:~~~es
which, becauso of londscapinQ consIderations.
must remain greens pace
Composition .. Manuiactuf9
Turtstclne'" is made from C ho-siump concrete mix.
~ade under extreme preSJiLJre and high frequer..cy
vlbrotlon$, Turf$tone'~ has 0 compreSSIve slrength of
(8000 psi) Cl \-vater ab:;orp+ion mO>:Jrnum c)f 5%, ond
a freeze-thaw reslsh::mce equal to Section of 8 ASTf'.1
'::. 67
Installation tor Erosion Control
f:rosion conlrol application:; require il'"le slope to be
groded uniformly Cideolly to 0 2:1 or gentler slope}
before bedding Tur/stone'" in (.1 thin loyer of :;and
10 prevent rnigrrJtion ot the fine granular rnator!oL it
tHo,.' bR npC05S0f\,' to place (1 mon~made filter c!oth
on the graded slope before applying the sand, The
filler fabric should perm'1 revegetation, To support
piant growth, the openings must be filled wifhin 'fin
(15mm) of the surface with suitable topSOil 01
o mixture of soil ond fertllizer ond men seeded.
sprigged or plugged
.esldentkJ' and Com,",ciol Pawmant Installaflon
FOf residential applications remove soil to a depth
Of approx. 4'/; in. (lO:')mm). Wet and compact area
wjth 0 tamper or vibrator Spread womed concrete
5and conforming to the grading require~errts of
AS1M C3.J to a d~pth of 1 ~ 1 Z in, (2frJ8mm) and
screed level. $01 Turfstone"" Qnd roli into sand
bedding course with 0 ),3 ton roiler with surface
clean and joints open - do not vibrate with tomper
FoHo~~~ion cOn!rol r~~egetajion procedures
o TURFSTONE "GRASSPAVE" DETAIL ffi
=:.. + . ..,"=,JiJ
~~~~~c';~ll'
~"x . OOVBlE wn ....TH ~"
ClE~ OUT INST...LlEOTO 3 SEWER .....IN
...aOVE GROUND SURfACE SIZE VARIES UJ
EJ,A.~
~
\~/
,-,!!_""
tr-
Cleon Out I. to l J' .....
be ~Iaced at l.______ G~OUND lEVEL
groundl"velalt.,
rvlnspeclla"a
aoe.~tanc' by lh.
utility "'.pari,.,.,,!.1
, ,
M -1'- 6"t.lINIIoIUIoI
~~~--:r~ .~
'-------3 e.~------r.
-------t-..
SEWER I.lAIN___- '
SIIEVARIES-----
.....
$EIIYIC<: CONl'lECTIOl'l onAILS
SHOw>; IS rOR A OOU~LE ~VC
SERV'CEASINCU;W'r'[WOUW
9E Uim! fOR. SINGU $[AVICE
EIWFII..f;
@ SEWER LATERAL DETAIL
.
~', 4"
'ffll~.8~
A I
.. " ?'" A
U4 ~-0: 21/4"
'1 '-I ~
: " ~; 8'
I 8
L
PLAN
2'-4"
'ro2'~12"
~ lr:iG;;-lr 21/2'
.~:~.~~ I f-'II '~C..I,I
_~~I ~ '&1
,..,~ .......,
L_ ~
2LI~
~.~~~
'. TYPE C
5 3/4"
, /2'
Grtd Paver
For commercial pavement excavate unsuitable.
I;nstablc or vnconsolidatod $ubgrade materio) ond
compact the cleared area. Backfill and revel with
dense graded aggregate suitable for base material
(typicallY 4-10 in) or as otherwise directed bV Site
EnglneeriArchitect/Landscope A.rchitect P10CG
bedding course of wQs.l1ed concrete sand
conforming to the grading requirements ot ASTM
C33 to a deplh 01 1-11.ln. (2&-3amm) screeded to
grode, install Turfstone'" and roll into sand bedding
course with 0 1-3 ton rolier witt', surface clean and
joints open do not vibrato wlih taper, Fo!!nw
Erosion ContrOl revegetation procedures,
Dlm.nsions
.~J..'~~t"",,~~'...;1;:\" ~I~~:
. > ' '_ ..... . .' .-, , 4O%op_n
/-/'. ",/ ': " . -, -' ',' .~ \ Ap~rt~res
1i.."..L. ,,"'JLJIJloodL / Lc 3'.. x3 ,,,
""'!\"'~"'11.'''''' ~ TIYi:
r-~_.-- 23~.\,.------i
(:::/uantiiy t1eeded per 10 sq, ft. opprQ)(, 4 units
Cu:mseclton:"t'pi<oOlllalidlJmlQClntlallatkm
;*]lIt:.;W:"':iloir--
-,. .",-----'._--",-'~ ,~.-,
C'Og Seetl(>l'l TypIcOl EmbQ'*mOOI ~roslOll COl'Itl'OI
MPER BO. TjJ ~[
SU""UtD BY CITY
R,D."',ORB"CK
OF :;IO(\o'..L~
fUll
MAlhUIN r MJ.~
D{PT~ [)f cnv,'R
fllllElLL
@
~"",j
IIIIESl
I, ME'[<< 9(J~ INST~lUO
BY T~( ~il' [If '.1:0;'[11 SP~rNl'S
2 M:[T(R PURt;HA~ED r~M A"D 1,<,1""-1,[0
BY '>IE Cln~'- 'K1NTfR SPPINf,S
NTS
fl6\ POTABLE WATER SINGLE SERVICE CONNECTION
~ NTS
I.' ,t n. 't1 . I~^"""o::'"
lj' lL-l~Jl .
----.-.;,_~~~..)mm-+ ;s
Nl 5 SPACES. !J_NGTH:,'1.1.-1.7m (55--58")
NTS
CD BIKE RACK
CD RCP MITERED END SECTION
I.lI\NHCll(-
JNV(RT
1 /2 ~IPE 01...__________.
BRICK&:
~~~OR -----
INLET CONNECTION
A$RtQUIREO
MANHOlr INVEIlT__
~~
.......-----SHElfT09tINTtCRAl
WITH F'R€:-CAST BASE
DROP CONN[CTION
llllIUJ
I, PENETRATIO," TO HISTINC
t.lANHOLES SHAll BE CORE
.....
NTS
2. OUTS'OE DROP CONNECTION
SHAll 6E REQUIRED WHENfVm
~IN:ELEUT[N;R s~~~~ lio~~C~~E? TYPICAL CONNECTION
@' ";;~;~~L MANHOLE CONNECTIONS NTS
t:..";L-r-------,'~.~r.j'
-~II ~r'c.
:r"--l~CO,L(OTRA.CIN(;WIRt
tt.- 11.1. '-.in"''''
! I,.
'\
,i Ii
Ii . ':,
I "'f'l\\ \
/~ \ ~'^"
~U\~ll till T~
lAPE.-/ 14THHIlSOLlDCOPPER
11t~1NC WI'" al'Id'R.tJ N01TS.,
L PIPE LINE TRACI!;(; WIllE 1$ TO fiE
INSTAllED OM AllPOTAI;U WATn
IlECLAJloIro iliA-TEA AND SEWER
rOf!CE MM'lS.
2. srsrrIolS-TR.lCING WIRE SHALL A.LlOW
rRACA8IUTYOfAll.PIPE:BRANCflES
INCWDIIOC;TOIOSE FOR HYORAMTS
TRACING WIR{ SHALL BE INSTALLW
~~ S~~~R~~TI~~ ~~~C~~I~F E~~iy I.lAlIl
5 FEU WITH ADHESIVE TM'.. WIRE
SKALLEXfENOA..INlloliJt.lOTI2-...aovr
GRAOEATE:ACHIr'lTERVAlAl<OSHAL',
~5R C~~lf~ ..~NCOE:S~~fy IN A mv. BOX
t!!'~.
\~(~);
~
@ TRACING WIRE CONNECTION
,J, ON OEAD END ".!tIS THE TRACING WIRE
StlAU ~E ?l.ACEO IN A PROPEAlY 10ENT-
r~~o R~~C VALVE BOX AT THE (NO or
.
~.~'":~~\
!~( 'Iil!
~,o!Y/
PVCOR
DIP
SECTION B-B
NTS
c!~"~~~,
~l~il,:
c-.___~{_..___~
SECTION A-A
o ~~LLE~N~~~ER
PVT~0 i .DWC
.
~_"__._~ J~:5.:: .w------J
SECTION C-C
\~I\'lTEIl1.Q,,<)AOWATS-
\ US.RINCA.NOCOV,R$ERi[S170_8J
\ H[AYYOUTYLOAOR....TING. COVER
WE:IGHT 217,. TOTAL WEICHT 3721
2 RlSIOENnAl ROAOWAYS-
U5f AIN.G "'1'10 co~u 5E~IE$ 170-J
IlEAVY El\JrrlO"'C R...TIN(;, covn
WEIOlfT '50., TOTAL W~IOHT $051
'----------.-'
.,
'-- ~1~~~~~;H~i~;~ER
1~S/..--"---IS 1/.."
r~~::~~-~':"'1' .]
~~..
&1",4\\
\~'
_fl..-aT.-..
~$/"'L-----i. rl 1/.-
_L
~~-'
.~ ~
_fI ___ TYN ~
1=:'-:~=~~
~~_~_l
i L-----24 I~~-J I
1-------JOI/t"------J.
.-.......-..-
@ MANHOLE FRAME & COVER
-.....
~
YO . .....-..
~.J
T
YO . .....-..
=.1
-~T
YO " ....-.
lr!:Kl\.k_VAI...V.E:,Jlm: _C_QYEB:__.DThlli.S
SET TOP Of VALVE !lUX
I/""""""'OC
:~:TS~~l~A~~: --ri~~ ~r~i;HC~:~M~~j-
OR PIP~ AOJlJSTABlE
VALVE (TrPE 1 ,AlVEllOX .....
.S SPECifiED) ~ CAS'T IRON) t
. \ ~~;~:1f~~ JOINT
14HHNSQLlOCOPP[r-~
m TRACER WI~E 1 t ~- --
;f'~~ L Ul._~
(l,l(~-<~') rrpl.~~L VALrr...M!Q_Yb-J.'{E.,e.OX""'OJ::1AI.l..
\:.?;;~:/
DTENSION STEI.l WITH
205Q,WJIEHCHNlJT
AND UPPER GUIOE
~~~~'~D ~~~H I.lORE
NTS
@ VALVE, VALVE BOX AND COVER
.
2'-0'
=c=.cc:. PLAN SYMBOL
USE) ON HIGH SIDE OF ROADWAYS, TI-i[ CROSS
THE GUTTER SdALL 1,1ATCH THE CROSS SLOPE.
CF ADJACENT PIl.VEMt:N! AND THICKNESS OF
SHALL BE 6", UNLESS OTHERWISE SHGWN ON PLANS
NTS
CD TYPE "F" CURB & GUTIER
\REFER FDOT INDEX 3~0)
(,. STANDARD 'HDRAN~
"JTH5/4':lP'Nli'lG
2" DOUBLE CHECK YALVE A.SSY
'" ~ -,
Ie: i \ 2" WATER METER
.~) ~!~~C~]~ I
2 GAlYANIZED
: 1~ M~lM~_ _ __ ~.'::_ __ __
I: I ~-.~.7 i I
::;:;:;:;:::;:;:;:;::::::::. 1:::::::::;:;::::::::::::::1--- ~ ::;:;:::::;:;:;:;:::::::;::::::::::::::~:::::;:;:;:;:::::::;:;:1 i ::;:::::::::::::::;:;:;::::
II I Ii !!
II l II i!
! I 1--111 I:
-'\ i : r 1\\ "THHM SOUD COPPER !
--A-- i ,J \.... TRACER WIRE
~T:~~tt=-~] I ~t=~~::,: "TE~S1:_
CD TEMPORARY BYPASS
DUcnu: IRON POTdl[ WATtR Y.tJN
..... TVPle^~ "'(TAL
- ." I'tpr - )" TAP( IS CElflfREO AlO~G TOP I4Alr or PIP
"". "''''..:S.:':~ ."" "':::::~ '" ""'::"::~ I
a .~._- ~_.,._ ~_..._. '
-
510n.;or<l tlo~-O<Il""obl. W~mlnf 'op.
W..,., U... Tol" I, 3" Wl<l. "n.; elll. WI1" !I1,,~i< !.-tllt,I",
$.",.. Uno Ta~ 10 3' Wi';. on<l ~r..n Wit" llJoo~ l.lI.rlnij
fore. ..aln lop_ I> 1" WI~. o~<I B"""'n WIlI1 ,",,<I< l...orfng
NTS
@
PIPE IDENTIFICATION AND WARNING TAPE NTS
NTS
GATE VALVE (TYP)
RESTR.AINED
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M 003420
CA 8660
T
I
"I
wi
1
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 3281 0
PH 407.645.5008
FX 407.629.9124
FOR REBAR LAYOUT, REFER TO FOOT iNDEX 232.
UTL003~:~ CD ~~7D~~~~~[IX~72~T (MOD.)
.
SEAL:
NTS
ffi
DOUBLE CHECK VALVE ASSEMBLY NTS ROBERT ZIEGFNFUSS. F'l.
UTl0J5_DWG REG. # 56752
.
~ II
- ~:O~I~;~..D C:~~~~~~A~~~L:fAS !!
~B'~,'cuNcRnf t
U tCllLAR \J1T1-f~~RE9I>R
{l~y_____--cASTJRDNEDX S'~...
I : ~:T~E~~~(,~A:~
QN[f>UMPEROUll(TNOIIEl
ON STREET SJOE
20" ANO I..ARGE~ I'IP( - TAPE '5 PLACEO ON BOTH SlotS (If IHt lOP IiALf Of THE PIPE
~" . "'" Sffi" """'" ^"~ ,oe '^~ """ ~
I -~~~ -'-~..: ir~~ I
:::": :::::~: ~:::::~- ~~
Ig:~,
I. j
~..../
2" CORP.
,
0-
STOPS
IlllI!:Sl
~
\~~,\
\~
" ,H( [NT:RE -'\$SEMBl Y 5H-'\Ll BE ~"'INTEO
11'1 'SHER\iIN 'o'llUAHS SA'ETY VELd)""
J G>lIP PING R~nRA!NTS "iAv
l;SEDlNoLACEOF All 'HP[ADRIlCS
NTS
@ FIRE HYDRANT ASSEMBLY
f.bt.~
~.._-_.._"...~
~,-"-_."...
~- CLEANOUT.1 "T" nTrINt; -~__,
R/W LINE (Tl"P,) -- I 30" Bt"O
-lOt ll~[ ---t 0 ~
I ------ ~~~~M~~T
S[WER MAIN ./
SIZE VJ..RI[S -
[DC. OF
~I/-PAVE"ENT
#2~"~
(~ ,I,
,.\ I
~~~//
l\QIE;
SERVICf C.ONNECflON ~TAllS .!BQf1LE ~~[~...~~~~
@~~UBLE SERVICE SEWER LATERAL CONNECTI~~HNTS
CONSULTANT:
REV1SIONS:
NO DATE
REMARKS
10-03-05 COMMENTS
11--~7-06 CITY COMMENiS
NTS
.ANI5ouTH
AM SOUTH
BANK
T2.fl.C.DlAO,2
S.R. 434 & PARKSTONE BLVD.
WINTER SPRINGS, FL
COPYRIGHT @ 2006
INTERPLAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESmlCTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUC~ONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO: 2006.0193
DATE: 10.03,06
(~
'I &
CHECKED \ \4I<:7l12,s~....
.
I'~I -- 0" lJ,A'lN.V
1'=1-0' MA.'tA,-V
.
,
,
,
,
,
,
, ,
, ,
~
\
~
\
\
~"\ ASPHALT
, PAVEMENT
1\
~=---
\\
\
\
\
\
\
I
\
!
PARCEL NO.
35-20-30-5NN-QOOO-3410
TERRY E & TINA M JONES
822 SENECA MEADOWS
WINTER SPRINGS, FL
"
o "
~ ',I ___
fT. ....... [...
Z ',II
o ",
LANDSCAPE PLAN
s: ~',
9_ 9' -r1
0", V
~ --'),):>
E- c,': 7J
Z .',I^
8 (=)1 / "
Q', Vi
OJ ~: -I
--< ~', 0
\J ~\ Z
~ J;\ 'I fll
;;Q "
?5. f'"j'
v' );i', CO
-1 -...;-'!
o ." 0
~ ~:,c
7'\1, \
V)', \'l
d\<
:z ". --.-,
1'l', y
d\ 7J
2,10
=4\
:I
o
s:
1'1
o
~
Z
1'1
:;0.
lfl
9
(j)
lfl
o
Q
9
-=:!
o
Z
'-"
"
-:11
"
~ II
1[11
"
"
"
1"1
1,\
"
"
11\
,
',I.
"
"
"
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\
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\
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I EXiSTING DEVELOPER LANDSCAPlNGI
PROPOSF.O At,,:SOUTH BANK MONUMENT
. -----.
~
-..:--------..:---:--;:=- -
----...:-.:--=------:=:=-
-:::::::--"""-_:=::::::::--
:::;:::::::::::::
EDGE OF PAVEMENT
434
=-==-=:=::..:-..:--
-..:;--..::--...:-..:-:,.:--
ROAD NO.
"" v IwnlH VARIES)
r BOTTOM OF BANK
STATE
C)
REFER TO SHEET C0 FOR GENERAL NOTES
SPECIFICATIONS, AND LEGENDS, IN ADDITiON
TO SITE -SPECIFIC NOTES AND REQUIREMENTS.
GRAPHIC SCALE
1" = 20'
NORTH
.>xMJM
BOTANICAL NAME
(COMMON NAME)
QUANTITY ~
MINIMUM
SIZE / SPACING
lBEE.S: Se/69 '" 72% NATlVE (50% REQU!Rm)
Me
20
QL
GRADE
AR
GR."-OE
LJ
.9
SP
SHRUBS AND GROUNOCOVERS = 79%
(50%
z~ '8"
I GtlL, 24" O.C
452
1\ 24"~
24" O.C
18
R'
207
O,C
260
30" O.C.
'FLORATM/
PLANT QUANTiTY -'---~
G)
~ PLANT SYMBOi
NOTT
GALLON ~[FER[NCf.s MAY CONFUCT W1TH
MEASUREfJENTS, THE HEIGf-'T/SPREAC AND C/I.l.IPER
AND C,lI,LlFER
SHALl GOVERN
.A.LL UivIESTONf: IS TO BE: REMOVED DURING EXCAVATING OF PtAI--jT BEDS
TREE LEGEND
('f..~ :REE PROTECTiON BARRJCADE
/"') l ~OCATJON OF CANOPY =
~ l<(' O'JE FOOT FOR tACH
+~ INCf-i OF TRjNK MJN 4'
CLEARANCE ON
X rxlsm,c TREE TO BE "MOVED
6" 0
LANDSCAPE NOTES
ALL LANDSCAPE AND IRRIGATION IMPRQ'-/EMENTS SHALL CON>ORt~ fHE
STANDARDS AND SPECiFiCATiONS 0> LOCAL JURISDICTION ,AND 'N!Ll BE
SUBJEG TO THEjR :NSPECflON AND ACCEpTANCE
2. ALL PLANT MATERIAL SHA,LL BE FLORIDA GRADE No. 1 OR BETTER AS
OULINED IN TH[ :C10RIDA "GRADES STANDARDS FOR NIJRS[PY P~ANTS"
AND '"GRADES AND STAND.ARDS FOf~ >..JURSLRY PLANTS P!',RT j' PALMS AND
TREES"
iN PREPAR!NG
PLANT ON THESE:
NOT AVAiLABLE AT THAT TlME, TNE
LANDSCAPE AHCHITECT, RICK A3T OF IN'T~PLAN
(407) 645-5008, TO DISCUSS EOUIVALENT
BE RESPONSIBLE FOR ANY DAMAGE
INCLUD!NG RUT NOT TO
IS CAUSED BY OR
SlIE SHALL BE FULLY
SHALL 8E FREE
ASIDE FROM
AND NOXlOUS
7 DRESS, AND SOD DISIUR8ED AREAS SOON AS POSSlRiX TO
PREV[NT
8 PUINTlNG BEDS AND TREE SAUCERS 'lAVE CYPRESS 8ARi<
fAUi.Cf' TO ;., DEPTH OF 2" MtN. EXCEPl IN AREAS ON SLOPES GREATER THAN
3% WH]CH HAVE p, CYPRt:SS BARK MULCH fO A DEPTH .3" I/iN
M]X OF 8" ShALL BE TJLL.ED INTO EXIsnNG SOIL A mYTH OF
24" RE'TR TO SHRUB AND TREE PLANTING GETArl FXT[NT OJ:' PlANT
MiX TO BF. PRCVlm:O. PiJ,N: MIX SHALL CONS1ST 0' PEAT MOSS
2/3 EXISTiNG
MATERlALS SHAll
AS DJRF.OEr! BV
.A SWN P[i_EASi: i='ER:Ii lZE.R IN
-2 ALL PLANT Mp.TERIAL SHALL BE SET BACK 2 FE~T AND TRU::S -3
FROM T;JE BACK OF CURBS OR [DCt PAIEMENT '
13
AU SOD ON
OR
14 LANDSCAPING SHOWN ON P~AN SHAH BE MAiNTAINED IN
COMPUp'/KE WJTh LOCAL lANDSCAP:NG ORO]NANCE
O~ AU
17 PLANT MATERIAL TO BE GROWN AND ACOUIRED WITHIN 100 MIlES OF Ti1E
.-
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407629.9124
SEAL
R1CHARO T L..A
rL REG NO.
CONSULTANT:
RE\1SIONS
NO DATE REMARKS
1iCl--0J-06 COMMENTS
:::OfJME'NTS
1~02-07 COMM[Nrs
.
.AMSouIH
AMSOUTH
BANK
T2.FLC,DLAO,2
S,R, 434 & PARKSTONE BLVD.
WINTER SPRINGS, fl
COPYRIGHT <<1 2006
INTERPLAN LLC"RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
Be
IH[:
PROJECT NO: 2006.0193
DATE: 2006.0193
II
ill
&
\ \
CHECKED I i4id! ~~-
AARrR~
RICKRI
,---
1.\. · t..
. .,,\
'to ~'6. "Iv
~lIc,I~
.
f ......rw<. ~
TREE PROTECTION BARRIER DETAIL
NOT TO SCALE
r-
!
TREE
PROTECTION
AREA
Madlh>ery, Dumping, Constructlon,
Parldng, Of Storege of Any Meterlels Is
PROHIBITED
By Glly of WInter Spring.
VIolators are Stlbj&et
to munrctpal infraction citaticne otup to
$5000 pet'violatlon.
Enforced by the City of WInter Sprfngs
PursWllnt to Chapter.S of tneCity Code
<1K""'JWI,w....<lltJtld~..JI">l'l>Qd,_I,CI".~,....... K~...~,..4.
&J=CU60Ilnl;~.ortlit....,Ti01IoC,~ n..lipBil6Jik_~~lI!~1lren.C$J
TREE PROTECTION SIGNAGE DETAIL
NOT TO SCALE
CD TREE & NATIVE VEGETATION PROTECTION BARRICADE DETAIL
NTS
LANDSCAPE DETAILS PLAN
.
NOTES: TREE PROTECTION REQUIREMENTS
1, AlL TREES TO BE SAVED SHALL BE PROTECTED WITH TREE PROTECTION BARRIERS,
2, NO SITE CLEARING OR GRADING IS TO COMMENCE UNTIL TREE PROTECTION BARRIERS
AND SIGNAGE ARE IN PLACE AND APPROVED BY THE CITY ARBORIST OR HIS DESIGNEE,
3 EXISTING TREES SCHEDULED TO REMAIN ARE TO BE PROTECTED AGAINST:
a, UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS;
b, SKINNING OR BRUISING OF BARK:
SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION OR EXCAVATION
MATERIALS WITHIN DRIP-LINE;
d, EXCESS FOOT OR VEHICULAR TRAFFIC;
e, PARKING VEHICLES WITHIN DRIP-lINE; AND
f ANY CHEMICAL OR PETROLEUM FLUIDS,
4 NOTHING SHALL BE PLACED WITHIN THE PROTECTED AREA, INCLUDING BY NOT
LIMITED TO CONSTRUCTION MATERIAL, MACHINERY, CHEMICAL, OR TEMPORARY SOIL
DEPOSITS,
5, BARRIER FENCE IS TO BE 4' HIGH (MINIMUM) WITH 2X4 POSTS AND (2) 2X4 RAILS AT 2-
FEET AND 4-FEET ABOVE GRADE AND SHALL BE SET DEEP ENOUGH IN THE GROUND
TO BE STABLE WITHOUT ADDITIONAL SUPPORT,
5, ALL BARRIER FENCING SHALL BE PLACED NO CLOSER THAN THE DRIPLlNE OF THE
TREE OR 10-FEET FROM THE TRUNK OF THE TREE, WHICHEVER IS GREATER
7, IN CASES WHERE A TREE HAS A CALIPER 24-INCHES OR GREATER, TREE BARRIERS
MAY BE LOCATED CLOSER THAN THE DRIPLINE, BUT ONLY WHEN APPROVED IN
ADVANCE BY THE CITY FORESTER
8, WHEN PLANS REQUIRE PAVING, EXCAVATlNG, OR HARDSCAPE INSTALLATION WITHIN
THE PROTECTED AREA, BARRIERS SHALL BE MOVED BACK TO A SECONDARY
LOCATION, APPROVED BY THE CITY FORESTER, AT THE EDGE OF WORK ALL WORK
WITHIN THE TREE PROTECTION BARRIER AREA MUST BE DONE BY HAND EXTRA CARE
MUST BE TAKEN AT THIS TIME BY THE CONTRACTOR TO INSURE THAT NO DAMAGE TO
THE TREE OCCURS
9, WHEN CONSTRUCTION REQUIRES ROOTS (OF PRESERVED TREES) OVER 1-112"
DIAMETER TO BE CUT, THE CUT MUST BE A CLEAN CUT WITH AN APPROVED ROOT
SAW AND NOT A TRENCHING MACHINE. COAT CUT FACES OF ROOTS WITH AN
EMULSIFIED ASPHALT OR OTHER ACCEPTABLE COATING, FORMULATED FOR USE ON
DAMAGED PLANT TISSUE, EXPOSED ROOTS ARE TO BE TEMPORARILY COVERED WITH
WET BURLAP TO PREVENT DRYING AND THEN COVERED WITH EARTH AS SOON AS
POSSIBLE,
10, INTERFERING BRANCHES MAY BE REMOVED AT THE DISCRETION OF THE OWNER OR
HIS DESIGNATEO REPRESENTATIVE BY A CERTIFEID ARBORIST, LICENSED FOR WORK
IN THE CITY
11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO TREES AS
REQUIRED TO MAINTAIN THEIR HEALTH DURING THE CONSTRUCTION PERIOD,
12, IF TREES ARE HARMED THROUGH THE LACK OF PROTECTION OR THROUGH
NEGLIGENCE ON THE PART OF THE CONTRACTOR, THE CONTRACTOR SHALL BEAR
THE BURDEN OF THE COST OF FINES, REPAIR OR REPLACEMENT,
13, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING TREES
WHICH ARE DAMAGED IN THE CONSTRUCTION OPERATIONS, IN A MANNER
ACCEPTABLE TO THE CITY, SUCH AS:
a, THE CONTRACTOR SHALL EMPLOY A QUALIFIED TREE SURGEON TO REPAIR
MAJOR DAMAGES TO TREES AND SHRUBS, PROMPTLY, TO PREVENT
PROGRESSIVE DETERIORATION CAUSED BY THE DAMAGE; OR
b THE CONTRACTOR SHALL REPLACE TREES DAMAGED BEYOND REPAIR. WITH
FOUR (4) TREES OF SIMILAR QUALITY AND SPECIES, SIZED TO MATCH THE
LARGEST TREES OF THAT SPECIES, BEING PLANTED AS PER THE LANDSCAPE
PLANS
"" "~~,>:1,t,~_JJb, rREJ ?"STIC ',"G ON
_~ 1.~ COTTON STRAPPING
~~ "~';: 480VE GRO'JNJ
-""",:~'V'" ):'1","-,--, /,/ :~
. .. .. /'.. '" .... ", /--- ~
," ;80,\'E, ~"", X,,/ ~,\ " J ", ," r-mODEGRAD,!NG COTTON
':',:SeE: ,'\ ~"r>; // STRA?':NG
ffi
o TREE PLANTING DETAIL
o MULTI-TRUNK TREE DETAIL
i"'l,'?
f4\ SHRUB AND GROUND COVER
V PLANTING DETAIL
MODIFjEO:01/0-V0! 08:34:50
l"~-2i0-' '55:!n
INTERPLAN j
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA B660
933 LEE ROAD, FIRST Fl(X)R
ORLANDO, FLORIDA 32810
PH 407,645,500B
FX 407 629,9124
SEAL
NTS
;_,A
CONSUL1ANT
RE\I1SIONS'
NO DATE REMARKS
.. ,<7-0€ CGMMt:\T:
5 1-02-07 C0MMiJ'iTS
NTS
~~
AMSOUTH
BANK
NTS
T2JLC,DLAO,2
S,R, 434 & PARKSTONE BLVD,
WINTER SPRINGS, FL
COPYRIGHT @ 2006
INTERPlJlJ\J LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAl SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
PROJECT NO: 2006.0193
DATE 20060193
IRRIGATION NOTES
SYSTEM WHICH
ARLtl..S i-JE>\C'
SPR[\KL[~ LI~F.S AND
ARf rS'"'FNT /J. Y
IN
S:RUCT'~;R~
8 HEADS SHA.LL HAVE RISERS Or- SUF~jC[ENT HUGh'!" TO CLEAR ALL
SH~U8B::~Y
4r-ID
13 SPR!NKLER HEAD ~~ODE,_ NUMBERS SHOW!\J REflECT
}:NY SDf;:!NKl.1QS OF EOUAL BE
OWNER.
i4 IRRiGATiON CONTROLLER ShALL BE TORO CC'Mf>'1AND
MODEL CC-P09 OR APPROVED EQUAl VERIFY CONTROLLER QPTIONS WITH
JWN[:; COCRDINAE PIJ'NER REO:.JIR~f,jENTS vi[TW ::;[~;::Rt.L
15 PROGRAM lRR!CATlON CONTROLLER TO PROVIDE 1 INCH OF WATER PER
WEEK. SCHE:JU~E HEADS CPER;.TE DURI".iG
16 ALL MA1NUNE P[;l[NG S'-Yd~L BE BURlED DEPTH C" 18" ~r:
COVER. ALL LATERAL PIPING SHALL BE BURIED TO A "INII,l0M DEPTH or 12"
j7 ALL POP-UP ROTORS AND SPRAYS S;.;ALL BE INS"-""H'~J USING ,AN 18"
F~EX PjCE CONNECTION uSE O':Jr-
18 TYROTTi_E AL~ \iAL'/ES ON SHRUB L:~E:S AS REO ::RE:j
FOGGING
. 19~LL ~IS::-RS BE STAK~:. '''CH ,c. SE~,
ULTRAVIOLET LlGHT PROTECTED PVC CL4MPS
20 IRRIGATION SLEE'/ES BE 4" iN C:,4~!E'"ER
GENERAL CONTRA,CTOR AT TIME Or i..JT1UTY CONSTRUCr;ON
21 ALL CONTROi_ WiRE SPLICES SHAll. BE MADE
SN!P- TiE
BOXES USiNG
22 ,ALL RISERS SHAH BE [NSTALLt:D 12" fROM ANY WALL AND A MINIMUM OF
QOM ANY SlCEW':'U<S
23 ELEC'RICAL SER'/:CE
JUNCTiON 80X
24, t.LL WORK 8E Gv:".RAN;~D FOR ONE
FINAI_ ACCEPTANCE AGAINST J>tL DEFECTS IN EQUIPMENT
25 TH: CONTRACTOR SriAlL PREPARE ,t.,Nt's-3:JLJ
REPRODUCIBLE PAPER OR SHOWiNG ALl.. IRRIGATION
JR SEri~A
FROM THE LANDSCAPE ARCHITECT FOR A FEE THE DRAWING SHA:~L LOCATE ALL
ANl) MAINJNES SHOW:NG EX.:\.C VEAS:,J'E."1E''\TS FRO~1 '-'!':RD
0R
FU:r C'!::R
,.~, 'J
rRR1GAH:)~ SYSTEI) ~O
FLORIDA BUILDING
MIN;M;jV
28 YEAR WARRANTY FROM CONTRACTOR TO C!WNE:S: ON MATERIAL
W(1R"(I,l,A.1\SH:;:> REQUIRECl
IRRIGATION PLAN
BE
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PARCEL NO.
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TERRY E & TINA M JONES
822 SENECA MEADOWS RD
WINTER SPRINGS. FL 32708
ZONE PUD
'"
PARCEL NO. 35-20-30-5NN-0000-3420
LUIS E & FE B HERNANDEZ
824 SENECA MEADOWS RD r-@
~NTER SPRINGS, FL 32708 2
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INTERPLAN
ARCHITECTUI
ENGINEERIN
INTERIOR DE SIC
PROJECT MANAGEMEt
AA 0034'
CA86.
933 lEE ROAD. FIRST FLO(
ORlANDO. FLORIDA 328
PH 407,645.50
FX 407,62991
SEAL
CONSULTANT:
REVISIONS
NO, DATE REMlIRKS
'0-~3-'l6 CC'W~ENTS
COMMENTS
~..
AM SOUTH
BANK
T2JLCDlAO.2
S.R. 434 & PARKSTONE 61
WINTER SPRINGS, Fl
COPYRIGHT @ 2006
INTERPlAN LLC RESERVES
COPYRIGHT & OTHER RK;H I
REsmlCTING THESE oocurv
TO THE ORIGiNAl SITE OR
PURPOSE FOR ~ICH THEY'
PREPARED REPROOOCTION
CiW-JGES OR ASSIGNMENT
PROHIBITED
PROJECT NO: 2006,0193
DATE: 08.01.06
MCDI':m' 11.1;>9/01, 11'2,~4
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TNSTALL RISER 4" ,ABOVE
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Gill 90
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NTS
INTERPLAN ~
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
M003420
CA 8660
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407.645.5008
FX 407.629.9124
SEAL
RiCHARD T ;.A.
~L RE;:;_ NO
CONSULTANT
REVlSIONS
r-.o DATE REtv\ARK$
] "--?7-06 C0M~J[WS
.
,-------~.-.i----------__________r_.,-'-'--
IU:;'NG
CONTROLLER
WIRE AS PER
CD CONTROLLER DETAIL
NTS
.
.AIII5oUc
AM SOUTH
BANK
T2JLC.DLAO.2
S.R, 434 & PARKSTONE BLVD.
WINTER SPRINGS. fl
COPYRIGHT @ 2006
INTERPlAN lLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DCX;U^,ENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR I'MICH THEY WER:
Pf1EPAAED REPf10DUCTIONS
CHANGES OR ASSIGNMENTS AR'
PROHIBITED
PROJECT NO: 20060193
DATE: 08-01-06
-0' ......""""
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>,
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P ARKSTONE, UNIT 4
O PAGES II
PLAT BOOK 6, i
/
& 12
//
/
NORTH
@
SITE
8Z50V
q
\
F4-9J \ \LOT 344 aL-1-% .15......:> p
\J"" PARCEc NO. ij,i&~~i?c:'c(
\1\25-05 \\ 35-2.J;t~3D-5NN-OOOO-3410 w 8 2:>.23 lef? 'Sty/V /va
III / TERIff'~ & TINA M JONES ~Jw, 18 0 ij, ~ ~ooo
~\!I \ \ B22 SENECA MEADOWS RO '-' t" 'tvr,;;'tv,c WIyI'(CJi,/,;O'339
'\1\ \ 0'.\256"- / ~?2ATlON MAP WINTER SPRINGS, FL 32708 ~ \ 8 j/~Jy/1-11(.-"1D:l54~iV A1 0
\ \ ,/ ____________~, PARCE\~I~. E3~~~-~O~E5~~;N~OEOZO-3420 ZONE' PLlD 0 \ I ~ OIV,t Cs 4< OWe
"'\~p:: \\ ~ / ) ~~;E~E~~~~N~i,A~~~~7R~ t :.1~", "" ;\\.;/' REC)YERED :~~9(&3~~~~2~\
ASPHALT II' 1"/1 PARCEL NO. 35-20-30-5NN-0000-3430 / ZONE, PUD <0 341,' I~," ' " LB #4937 I~,.r
II :A' I JOHN & JODY WOLBER / \ TO LOT 340 : \LOT 339 '"" U::..,
, PAVEMENT \ \ ;f r- *"e~7 "l / ", () '0
CONCRETEISTRIP ~ I~' I .~".. ~,~~~E~~~N~~A~~~~7RO~ L ~~q~~o~Rg~~~i~ TO / LOT 342 ' (p\ (M~A_ _J _ - - ~D-f ,\"'", '<"", J~
I ,,,I. 0 ,.{,. ZONE' PUD 31533 J - a ""~ ~,^" -<-0'"
f"'___~':!:ll'\'" 'I n" I '~~'__-'~ '~101'" '1'c,<, 'C\'!c,
S5556tF-- ~~~g\\\ ,I ,I 0 ;' ~ J---n=~~===q] --'''''\~~- 0:'t~\~v
zo" ,\ / LOT 343 3"[ - ~ ,,,,y' 11\ ",1' ('\ ~'P~ 1c
II'," ,\\.( / N83,'53'O _-----.:-----0 - ", 9~"'~q.",'ooo
"''''';I:' . \ II ,. '0<"1' ~o
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" ,~l~,' ~ .- -,.0 \,"p \I LOT '''0"'1' 't
h~~.g~...r 5;;4 Iii \. II ><26.0'0.-<\0
t,,'.2.5.70 SANITARY MANHOLE .... ~~ '-1'25'D I ',f
, TOP ELEVATlON: 2:0.92 -:;:; i(j'l ~4-__'J ~. UNDERGROUND< SANITARY LINE MARKER 6' BRICK WALL \{\ ---' ~23'
1 N INV. El: 14.% + -- \ .526 25.32
\ E INV EL 1494 1 l'" 10' LANDSCAPE & FENCE EASEMENT ^" II
1r ~:\);L 1498 i",4t5 't~~z~ SuRVEYOR UNSLE TO LOCATE END OF PIPE PER PLAT ~
_ 8" tl'" 1"~~95 ~-z-- SITE BENCHMARK 81
: /r- DRAINAGE M.I1NHOLE WITH ~SANITAR'ln LID NAIL & DISK \\
I- ~O;NJL~~A ~rn 25 1~~ ficP .....-- \ I (LEV = 25 06 ".~.99 II
_ , INY 'L 1M3 I III (fl
SINV.EL.17,87 \ ' \\\-0
W INV. EL 18\21 " ",,''!'''! BRICK COLUMN ........... "" ,"" ~~. 22.66'
/, (TYPICAL; ",,--.;a,. II
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"00\ --:'1" t ."" TRACT 0 (c;.OMMERCIAc, lD LANDSCAPE & ;1 II N roil:' I
""I~ ~' \1 '" I,. I I PARKSTONE UNIT 1 FENCE EASEMENT ,i ~~<;;O~
"<51 BRICK :a \\,'" II' \ \ \ (PB 56, PGS 17-21) FER PLAT..J \II ro6,,~G'
25 MAD III .~ob I \ G 1701:1e ACRES (74,103 SQUARE FEET) Il,\ ;gY'<;;~~
11\ 2400 \ III '--l---+-" ;5 \t 0 ;cJ 0 r Z
1~1c-"'" '" II gz
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1~''''(TYPIC;(jJl \ ,I I \ 462 MANGRCVE rT \ 0J \11 I
'i"t,~ 6 III",,,! cAVE MARY, FL 4032 ,I \S51 ~
I~I 0" I~"" \ ZONE PUD 8 0 0
"., _ II' \^ 1\
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[I"" /"' III' \ II I,,,,,
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7]"'! SPOTLIGHT~ fit";' [ II~ ,..,^'
~~:';~~L~ 1111: " : BRICK W'LL ~ ~~ (),5}()
::>- UNDERGROUND WATER MAIN MARKER ~ "
,~,~jCAL. fT\ j [I 1 5 SQUAR, 'I s: i!9c'Sc
, '" ~ )>'<1 I ~ 1 I I BRICK COLUMN \. t I'l 4()v,;..0
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~~68 . :!i~{ / 25~2~ ~0\~~L\t~221~r S'~B~Cl< ~~'-/\ 1/ }j'.t'~{j~0~~.
0' ~III 1'....,!..,~~25 IRRIGATION CONTROL VALVE (TYPICAL) _ _r20PO[BAfIU;:- '- ~lS95 "Y" c..0~$.(lf\'&
U' ~ WATER VAUE _ ~ a
J ~4)stll I f WATER METER I r IiSWALE "258" II v ,CV - y ~. 10
ELECTRIC RISER "'. I) \ ~ ~D~;T1ON 2:-;5 ~ / '?"~ "1;'9" 5 LANDSCAPE & MITERED END SECTION II ~({) QJ SIJRVEYO~R~~~~~~
("> J~ d ("J 2,49J W INV EL 2181 "25/5 FENCE EASEMENT TOP ELEI/ATION 2284 'Q"\ ACCESS "JE.SC
\ ~/t43 \ Rl -- SI91tl,. WALL & LANDSCAPE EASEMENT I( BRICK COLUMN PER PLAT \ E INV El 2118] II, 336 ~ - - - -:oJ. ~ =-
I j ;;\,l~494 A " (TYPICAL) _25i2~ >5 253B __ ~ ~ - - -\\ - - _:::\1:: = = = = - -'
CONCRETE\SIRIP ~248~\:i'T,_464 (0 B 3582, PAGE 1998) ~ /;-METALFENCE - _----- - -- ':~d.""1:.====- ---'
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15" IlC? l~a~11 ~ '>...,l1~~_ _ ~ - 22'~r=--=~-~-~i::- ~- X~"~-1z...._------~--=-=- - -- - 5' ADDITIONAL RIGHT OF WAf __-~--
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UTIUTY PROVIDERS PER SUNS1-IINE LOCA 1E #150603889:
,- 80TfOM OF BANK
1 EDGE OF P' YEMEN T
~
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BELLSOUTH ORLANOO 1-888-757-6500
~~\~2~0~USE NElWORKS 3767 ALL AMERICAN BLVD. ORLANDO , Fl 32810 (407)
~~~~g~O~UBUC UTlUTlES 4090 S. RIDGEWOOD AVE., PORT ORANGE Fl, 32127-4501(386)
PROGRESS ENERGY P.O. BOX 1551 RI>.LEIGH, NC 27602-1551 (407) 629-1010
CITY OF I'I1N1ER SPRINGS 110 N. FLAMINGO I>. VE, I'I1NTER SPRINGS, FL 32708
20lJ _ -
LEGAL DESCRIPl1ON:
TRACT 0, PARKSlONE UNIT " A REPlAT OF A PORllON OF BLOCKS C AND 0, D,E. MITCHEll'S
SURVEY OF 1HE LEVY GRANT ON lAKE JESSUP, PLAT BOOK '. PAGE S AND CHASE AND
COl.tPANYS SUBDMSlON OF WAGNER, PLAT BOOK 6, PAGE 84, LOCAlID IN SECTIONS 35 AND 36.
'" ~,~SH~l~~JHRE= ~ ~iN~~i=,.,T~~~ RECORDED IN PLAT BOOK 56, PAGE
'", CONTAINING 1,701 ACRES (74,103 so Flj, MORE OR lESS.
r-
4.
.-l
(l..
SCHEDUU: B-2 EXCEPllONS:
7) "THE NON t.XQ.USlVE. EASEMEN! AND AGREEUENT FOR DRAINAGE AND UllUllES. AS RECORDED
IN OFFlCtAL RECORDS BOOK 3582, PAGE 2008. IS A BLANKET/FLOAl1NG EASEMfNT FOR TI-lE
lNSTAlLAllON AND WAIN'tENANCE OF SAID UllUTIES DURtNG CONSTRue-nON, AND IS SUPERSEDED
Vt1TH THE RECOROAl1ON Of THE PLAT.
8) mE PERMAMNENT INGRESS AND EGRESS EASEMENT AND AGREENENT AS RECORDED IN OFFlQAl
BOOK 3582. PAGE 2021 BENEFllS THE PROPERTY. BUT DOES NOT EXIST 'MntlN THE PROPERTY
BOUNDARY (PlOTTED HEREON).
9) "THE ORDINANCES RECORDED IN OFFICtAL RECORDS BOOK 1.574. PAGE 730 AND OFFlClAL
RECORDS BOOK 4378. PAGE 1175. ANNEXES INTO ThE PROPERTY INTO THE CITY Of 'MNlER
SI'RlNGS. FLORIDA (NOT PLOTT ABlE),
10) 11115 PROPERlY IS SUB..ECT TO RESOLUTIONS RECORDED IN OFFlClAL RECORDS BOOK 2430.
PA.GE 365 .as RELEASED BY 'THE 'TERNS CONTAiNED IN A.NO OFFlctAl. RECORDS BOOK 24e4. PAGE
6B7 (BlANKET).
,,) tHIS PROPERTY tS SUBLeT TO RESlRICTlONS. CONDITIONS. RESERVATIONS, EASEMENl'S AND
OlHER MATTERS SET FORlH ON RECORDED PLAT OF PARKSTONE UNIT 1 AS RECORDED IN PLAT
BOOK 56. PAGE 17.
SUR\lEYOR'S NOlES:
1) l'HIS SUR\'F(QR HAS NOT ABSTRACTED THE SITE AS TO OWNERSHIP OR OTHER "AllERS OF
RECORD NOR HA~ 'THEY PERFORMED ANY SERVICES RELAll~ TO 'THE ZONING, SOILS OR
OTHER UA TIERS OF OEVELOPMENT INTEREST,
2) THE LEGAl DESCRIPTION SHO~ HEREON W1S BASED ON A TInE CO......INENT PROVIDED
BY C1JENT THAT WAS PREPARED BY CtflCAGO Tlll INSURANCE COMPANY, FllE NO:
610601543. DAm> APRil. 14, 2006.
.:5) nus SURVEY IS NOT YAUO WITHOUT THE EWBOSSED SEAl AND ORtGlNAl. S1GNAl\JRE OF A
FLORlOA REQSlERED LAND SUR~ ADOIllONS OR OElEllONS TO 1l-US SUR~ MAP BY
O'THER 'THAN 'THE SIGNING PARlY IS PROHIBllID W1'THOUT '/lRlTIDl CONSENT Of 1HE SIGNING
PARTY.
4) AU. BDUNOARY CORNERS ARE SET REBAR '" CAPS PSIoIjl5192. UNlESS O'THERv.lSE NOlID.
5) 'THE ACCURACY OF 'THIS SURVEY MEETS OR EXCEEDS 'THE MINIIIUM TECHNICAL STANDARDS
ADOPlED IN FL STATUm CHAPTER 81G17-6 AND MEETS lHE MINIMUM TECHNICAL
REQUlRElAENlS ANa MEETS lHE ACCURACY REQUlREWENlS OF A ClASS "A" SUR>EY AS
ADOPTED BY Al TA AND ACSM.
8) BEARINGS SH~ HEREON ARE BASED ON 'THE SOU'TH UNE OF TRACT D. BEING S 83'53'03"
W, AS PER PLAT.
7) DATE OF AElD SURVEY: .lJNE 5 'THROUGH 15, 2006,
6) ELEVAllONS SHO'" HEREON ARE BASED ON SEMINOlE COUNlY BENCHMARK 14734301.
ELEVAllON 23.944.
9) 'THIS PROPERlY UES W1'THIN ZONE ')( ACCORDING TO 'THE FEldA Fl.OOO INSURANCE RATE
MAP CQYMUN11Y PANEL NUMBER 12117C0135 E. EfFECllVE DA.TE APRtL 17, 1995,
UNlCORPORATED SEMINOLE COUNTY. flORIDA.
11) CamFlED TO: AMSOUlH BANK, AN ALABAMA BAHKING CORPORA11ON
CHICAGO TITlE INSURANCE COMPANY
INlERPLAN, LLC
BEGGS '" LANE
THE UNDERSlGNED HEREBY CERllF1ES TO AMSOUTH BANK, ITS SUCESSORS AND ASSlGNS.
AND CHtCAGO 11M INSURANCE COMPANY (lHE "11M INSURANCE COMPANY'''
(A) 'THAT HE IS A OULY REGlSTEREO LAND SUR\>EYOR IN 'THE STATE OF Fl.ORlDA:
(B) 'THAT 'THE SURVEY TO ~ICH 1I<IS CERllACA TE IS AffiXED ('THE "SUR'IEY') IS A
lRUE, COt.tPlETE AND CORRECT SURVEY Of THE PROPERTY DESCRIBED THEREIN (THE
~~~~;ll~~)(J~~~R~~' ACRES AS FURTHER DESCRIBED BY THE
(e) 'THAT lHE SUR'IEY IS BASED UPON A FIELD SIJR\IEY "ADE ON ""HE 5 'THROUGH 15,
2006, BY ME OR DIRECTLY UNDER MY SUPER\1S1ON IN ACCORDANCE WITH "NINIMUld
STANDARD DETAIl REQUIRD4ENTS FOR ALTA/ACSW LAND 11m SUR~. JOINTLY
ESTABUSHED BY ALTA/ACSM IN 1999 AND lHAT SUCH AElD SUR'r'D' t.tEETS THE
ACCURACY REQUIREMENT Of' A ClASS . A- SUR~Y AS OEFlNEO lHERElN;
(D) 'THAT 'THE SURVEY CORREClLY SHOWS 'THE LOCAllON OF ALL BUILDINGS,
STRUCTURES AND OlHER IMPRD~lIENlS ON 'THE PROPERlY;
~~~~~ ;;t~~GH~J~Xy~~:i, ~~~~ 1~~~'g.r::,1i;ENT
NU\lBER 610&01543 DATEO AS OF APRIL 14. 2006, ISSUED BY 'THE 111\.E INSURANCE
COWPANY ('THE "Ttru: COIAlotITMENT. AS ENDORSED");
(F) TIM T THE LEGAl. DESCRIPTION SET fORTH IN niE TInE COWUIn.lENT AS ENDORSED
IS IDENTICAL IN All. RESPECTS TO THE PROPERTY DESCRfPllON SET FORTH ON THE
SURVEY;
(G) EXCEPT AS SHO~ ON THE SURVEY THERE ARE NO DlSCREPAHCIES BETWEEN THE
BOUNDARY UNES OF THE PROPERTY AS SHOWN ON THE SURVEY AND AS DESCRIBED IN
'THE lEGAL DESCRIPllON OF RECORD;
(H) 'THAT 'THE SURVEY INDlCA1ES EXiSllNG SURFACE AND UNOERGROUND TRANSIoIISSlON
UNES OR UllUllES, SUCH AS 'TEUPlIONE. WATER, SEWAGE AND ELECTRICAL POWEll.
INClUDtNG ALL UllUlY POlE lOCATIONS Yr'ITH OVERHEAD WIRES INDICATED AND THE
NEAREST AVAll..ABLE SERVICES ctEARLY SHOWN AND DiMENSIONAl;
(I) 'THAT, EXCEPT AS SHO'" ON 'THE SURVEY:
(1) 'THERE ARE NO VISIBlE EASEMENlS OR RlGHlS-Of-WAY ON 'THE PROPERlY OR
ANY OTHER EASEMEN1S OR RIGHTS-Of-WAY THEREON OF WHICH THE UNDERSIGNED
HAS KNOv.uDGE,
(2) THERE ARE NO PARTY WAlLS ON THE PROPERTY,
(3) THERE ARE NO DlCROACHMENTS FROld THE PROPERlY O\'ER ADJOINING PRatlSES.
STREElS OR ROADS BY ANY BUILDlNGS. STRUCTURES OR O'THER IWPRO-.nlENlS
LOCA lID ON 1HE PROPERlY,
&~~~~~~~~~~~lSA~~G ~lY~Y BUILD1NGS, STRUCTURES OR
(5) THE BOUNDARY UNE [)(UENSlONS AS SHO'ItN ON THE SURVEY FORM A
MATHEMATICAlLY ClOSED AGURE v.t1HIN +/- 0.01 FOOT, AND
(8) 'THE BOUNDARY UNES OF 'THE PROPERlY ARE CONllGUOUS W1'TH 1HE BOUNDARY
UNES OF AU. ADJOINING PARCElS, ROADS, HIGHWA'IS, STREETS OR ~ AS
DESCRI8€Il IN 'THEIR MOST RECENT RESPEcn~ lEGAL DESCRlPllON Of RECORD;
(J) 'THAT INGRESS TO ANa EGRESS FROW 'THE PROPERlY IS PROVIDED BY PARKSTONE
BOUlEVARD (TRACT J) [UST ALL STREElSl 'THE SAME BEING A PA~D COWMON AREA
MAINTAINED BY P.ARKSTONE HOMEOWNER'S ASSOClAllClN (NAME OF MAINTAINING
AU'THORIT'I);
(K) 'THAT 'THE UNDERSlGNEO HAS CONSUL lID 'THE NA 1l0NAI. FLOOD INSURANCE
PROGRAM MAPS AND HAS FOUND lliA T, IN ACCORDANCE WITH SAID MAPS. PANEL
NUMBER 12117C0135E, DAlEO APRIL 17, 1995. NO PORTION OF THE PROPERTY UES
"''THIN A FLOOD HAZARO AREA;
(L) 'THAT 'THE PROPERlY DOES NOT SER~ ANY ADJOINING PROPERlY FOR DRAINAGE.
UlIUllE8. OR INGRESS OR EGRESS
LEGEND
rXl - SANITARY VALVE
~ ~ SANITARY MANHOLE
. - WATER METER
~ - WATER VALVE
1j:C - FIRE HYDRANT
. - WELL
- HOSE BlB8
~ = ~~R~~~ n~:L,~ONTROL VAL'IE
m - TELEPHONE RISER
1) - TELEPHONE MARKER
- TRAFFle SIGN
Q: - LIGHT POLE WITH ELECTRIC BOX
~ - SOIL BORING
<""\l, - POWER POLE
- GYE WlRE ANCHOR
!r! - MITERED END SECTlON
~ - DRAINAGE MANHOLE
~ = ~~EsC:~~K~~X
[I - CABLE RfSER
iMJ - MAILBOX
(( - SPOTLIGHT
-OPL- - OVERHEAD POWER LINE
- E - - UNDERGROUND ELECTRIC LINE
- G - - UNDERGROUND GAS UNE
a.S.L - BUILDING SETBACK LINE
- T - - UNDERGROUND TELEPHONE LINE
- w - - UNDERGROUND WA TERMAlN
- SS - - uNDERGROUND SANITARY LINE
-s".,.- - UNDERGROUND SANITARY FORCEMAIN
- R - _ UNDERGROUND REUSE MAIN
- 0 - - BARBED WIRE FENCE
- x - - CHAfN LINK FENCE
- 0 - - WOOD FENCE
(ilEA">) - MEASURED
(CALC) - CALCULATED
(UESe) - DESCRIPTION
(p) ~ PLAT
REC - RECOVERED
R&C - REBAR & CAP
II' - IRON PIPE
Ul - LICENSED BUSINESS
LS - LICENSED SURVEYOR
PLS - PROFESSIONAL LAND SURVEYOR
PSIol _ PROFESSIONAL SURVEYOR & MAPPER
Q ur _ (:AMPHER TREE
@oV _ OAf< TREE
0'" - PINE TREE
~.... - MAPLE TREE
*.,. - PALM TREE
~ - WETLAND FLAG NUMBER
nA'E
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4~i2 P
LAMP W/100MH/FR-- PHOSPHOR COATE-D
INTERe1.AJ
ARCHITEC
ENGINEEr
INTERIOR DE:
PROJECT MANAGE~
AAOC
CA
933 LEE ROAD, FIRST F
ORLANDO. FLORIDA;
PH 407.645
FX 407.629
SEAl:
CONSULTANT:
REVlSIONS
NO DATE REMAI1KS
'J '~3 'e5 ':::'J'.'~E";
CQI~M[NT
~
AMSOUTI
BANK
T2.FLC.DlAO.2
S.R. 434 & PARKSTONE
WINTER SPRINGS, F
COPYRIGHT @ 2006
!NTERPlAN lLC RESERVES
COPYRIGHT & OTHER RIG'
RESTRICTING THESE DOCUi
TO THE ORIGiNAl SITE OR
PURPOSE FOR WHICH THE'
PREPARED REPRODUCTlOi
CHANGES OR ASSIGNMEN
PROH!BITED
PROJECT NO: 2006.0193
DATE 08.02.06
E2
CfjECKED ,14-1,,'1 Ii'
I'~?Q
'>-<'0
.
.
.
COMPOSITION SHINGLES ON 30# ROOF1NG
FELT OVER PLYWOOD DECKING WITH
PRE -ENGINEERED WOOD TRUSSES
1 '-6 1/2"
/
/
/
OFF -RIDGE VENT
OFF -RIDGE VENT
BRICK HEADER COURSE
RECESSED BRICK
SOLDIER COURSE
ARRISCRAFT
MEDALLION ACCENTS
W/ 1/2" CORBEL
BRICK VENEER
BRICK VENEER
13'-S"
TRUSS BEARING
0'-0"
FIN. FLOOR
STEEL PIPE BOLIARDS-
2'-0" X 2'-0" BRICK
COLUMN W/ MANF. STONE
BASE AROUND STEEL
COLUMN ~ TYPICAL AT
DRIVE THRU CANOPY
NIGHT DEPOSIT
LOCATiON- VERIFY
W/ VENDOR- COORDINATE
W/ BASE DETAIL
DEAL ORAWER-
COORDINATE W/BASE DETAIL
1
Ai All
!
o NORTH WEST ELEVATION
TINTED INSUL4TING GLASS
IN ALUMINUM STOREFRONT
TABLE,
COLUMN S:ZE
GC TO CORRECT POSITION
OF ARCH SPRING POlNTS @ 9' -0"A.F,F
BEFORE MASONRY IS lAID
TINTED INSUlATiNG GlASS IN
ALUMINUM STOREFRONT WINDOW
8 SOUTH EAST ELEVATION
1/8" = 1'-0"
NOTE.
PROVIDE SMOOTH NOTCH AREA IN MANUFACTURED STONE BASE AND BULLNOSE FOR NIGHT DEPOSiT AND DEAL DRAWER TO S[T FLUSH WITH FACE OF BRICK
COMPOSITION SHINGLES ON 301
ROOFING FELT OVER PLYWOOD
DECK1NG WITH PRE-ENGINEERED
WOOD TRUSSES
EIFS TRIM &
COLOR: TO
1'-6 1/2"
OFF-RIDGE VENT
RIDGE VENT
COMPOSITION SHINGLES ON 301 ROOFING
b~tTK]~~E~I~~Y\~~~~ _1'- '
ENGINEERED WOOD TRUSSE1
EIFS TRIM & BRACKETS
COLOR: TO MATCH CANOPY I
~'
13'-6"
TRUSS BRG. I
49'-2'(19 EQUALLY SPACED)
MANUFAC-
TURED
STONE
BAND
RECESSED
DOUBLE
MANUF.
i[ ~ CJ
, I / ~'" ,,:C"
"-
U
=0
'"
. ~
'f'"
-.., 0,
~f-crp
~-Cf)
b
'"
101~
~8RrCK VENEE
I fij,;,
FI:.'~R f8\MANUF, STONE BAN
RECESSED BRICK HEADER COURSE \.V & ARCH DETAIL
I~N~i~JI~sY,}"l~~%E~~SN~ 1 /8' = 1 '-0"
OPENING OPENING LOCAlION OPENING
MARK DESCRIPlION ZONE ELEV. 'FT
A WINDOW 4 5 8 9
B EDGE WINDOW 5 5 8 9
C DOOR 4 4.5 3.33 9
D EDGE DOOR 5 4.5 3.33 9
E FRONT DOOR 5 5.75 13.83 II
F DRIVE THRU WINDOW 4 5 10.83 308
REFER TO SHEET S4 FOR MAX WALL PRESSURE DIAGRoIM
CD MANUF. STONE
BAND DETAIL
1/8" = 1'-0"
STEEL PIPE BOLLARDS
VERIPf LOCATION AND SIZE
BRICK PANEL W/ H-BONE PATTERN...l
I' Sf' CORBEL HEADER /
BRICK COURSE
L--. DRIVE-UP BANKING EOUIPMENT
BY OTHERS
GC TO VERIFY COLUMN SIZE.
GC TO VERIFY CORRECT POSITION
OF ARCH SPRING POiNTS @ 9' -0"A.F.F.
BEFORE MASONRY IS LAID
2'-0" X 2'-0" BRICK
COLUMN W! MANF. STONE
BASE AROUND STEEL
COLUMN - TYPICAL AT
DRIVE THRU CANOPY
-32.9
-36.1
-34.3
-39.1
-33.6
-33.9
CD SOUTH WEST ELEVATION
1/8" = 1'-0"
BRICK VENEER
TINTED INSULATiNG GLASS IN
ALUMINUM STOREFRONT WINDOW
COMPOSITION SHINGLES ON 301 ROOFING
FELT OVER PLYWOOD DECKING WITH
PRE -ENGINEERED WOOD TRUSSES
RiDGE VENT
~------~
49'-2"(19 EOUALLY SPACED)
RECESSED ILLUMINATED
ATM NETWORK SIGN.
BY OTHERS.
COORDINATE ROUGH OPENING
WITH SIGN VENDOR
RECESSED SIGNAL FIXTURE TO
RECESSED BRICK
SOLDIER COURSE
RECESSED ATM SlGNAGE
COORDINATE ROUGH OPENING
WITH SIGN VENDOR RE: DETAIL
7/A3
13'-6"
TRUSS BRG.
EIFS @ DRIVE THRu CANOPY
BRICK VENEER
ARRISCRAFT
WAINSCOT &
BELT
RE"
I reo
n, I
III i I
0'-0"
FIN. FLOOR
RECESSED BRICK HEADER COURSE
NOTCH STONE eUU..NOSE
FOR ELECT METER/CT
REF. TO SHEET E4
FOF: LOCATION
NOTCH STONE BULLNOSE
FOR ELECT. SERVICE DISCONNECT
TO SHEET E4
LOCATION
.
MATERIAL & COLOR SCHEDULE
NOTE
REFER TO ELEVATIONS FOR MANUFACTURED STONE
STOREFRONT LlNTEL AND Sill FOR CORRECT JOINT LAYOUT
STEEL PIPE BOlLARDS -
VERIFY LOCATION AND SIZE
DRIVE-UP BANKING EQUIPMENT
BY OTHERS
ROOF TIMBERLINE ULTRA,
"SLATE BLEND"
BRICK VENfER: HENRY BRICK CO.
"PRINCETON"
NOTE
MANUFACTURED STONE BULLNOSE DETAIL TO BE NOTCH AT
ALL DOWNSPOUT LOCATIONS FOR DOWNSPOUT TO SIT FlUSH
WITH BUILDING EXTERJOR
J BOX FOR MWD FIXTURE
SEE E1
BRICK PANEL w/ H-BONE PATTERN
3/4" CORBEL HEADER
BRICK COURSE
TON
NOTE
REFER TO DETAIL I/A-5 FOR RECESSED H['DER COURSE
LOCATIONS.
o RECESSED SIGNAGE ELEVATION
CD NORTH EAST ELEVATION
=.ERQlli KAWNEER "BONE WHITE"
NOTE
PROVIDE METAL DRIP SHEILD AT THE TOP or ALL LOUVRES
AND AT DOOR HEADS. PAINT TO MATCH
1/8" ~ 1'-0"
.
.~---
COMPOSITION SHINGLES ON 30# ROOFING
FELT OVER PLYWOOD DECKING WITH
PRE -ENGINEERED WOOD TRUSSES
INTERPLAN'
ARCHITECTUR
ENGINEERIN(
INTERIOR DESIGi
PROJECT MANAGEMEN
AA 003421
CA 866
ro
933 LEE ROAD, FIRST FLOO
ORLANDO, FLORIDA 3281'
PH 407,645.500.
FX 407.629.912
.",
SEAL'
CONSULTANT:
1/8" = 1'-0"
~-O:i
REVISIONS'
NO. DATE
REMARKS
10-03-06 CITY COMMENTS
10-31-06 OWNER REVISIONS
EIFS REVEAL DETAIL
12" = 1'-0"
AMSouT:
BRICK BAND DETAIL
1" ~ 1'-0"
12
16
AMSOUTH
BANK
T2.Fl.C,DlAO.2
S,R. 434 8< PARKSTONE BLVD.
WINTER SPRINGS, Fl
COPYRIGHT @ 2006
INTERPlAN LLC RESERVES
COPYRIGHT & OTHER RIGHTS
RESTRICTING THESE DOCUMENTS
TO THE ORIGINAL SITE OR
PURPOSE FOR WHICH THEY WERE
PREPARED. REPRODUCTIONS,
CHANGES OR ASSIGNMENTS ARE
PROHIBITED.
l
EO
PROJECT NO: 2006.0193
DATE: OS/25/06
1/4" = 1'-0"
A3
CHECKED:
ukj
.
MOC!FIED 12/0(/05 '2J7~7 ,'_\,0, ,!\Al.!SOllTl1\.,2006111S3\060193AJDWG :/8"=1'-0" [fW'::S
Date: March 12, 2007
The attached was provided to the City
Commission by Mr. Frank Ioppola for Public
Hearings "500.1 and 500.2" during the March
12, 2007 City Commission Regular Meeting.
RECORD SUBMITTAL DOCUMENTS FOR ITEM 500.2 OF WINTER
SPRINGS CITY COMMISSION MEETING (03/12/07) - FINAL
ENGINEERING SITE PLAN APPROVAL FOR AMSOUTH BANK
(CORNER OF PARKS TONE BLVD. AND SR-434)
1) "Mid-Block" Crossing typical detail as provided by Seminole County
Engineering Division
2) Public and Private Access and Utility Easement granted by the Board of
Trustees of the Internal Improvement Trust Fund of the State of Florida
3) Photographs and Diagram of multiple trail crossings in the vicinity of the
proposed bank location
4) Photographs of Tuscora Drive trail crossing
5) FDOT Notice of Intent (subject to conditions including City approval)
6) Seminole County Construction Permit
ORL 296572937v1 3/12/2007
I--=:~~===-=-'::===--~---------
@
~==----'----"---"-'====::=--='=il
I'
I
EXISTING CURB
& GUTTER (lYP~ I II I
EXISTING CONC. i ~ i
SIDEWALK (lYP)~ . ii i
CONST. 5' WIDE CONe, i 1"
SIDEWALK (lYP)......... . . '" , .,
BE:~::I~gEEI::~....... . ~.'.'.Z.:.:.T.E:.p.~..R.....>..................I........ '....... ........:'i.T..,..r....",..:",.,a,t.,,:...t,..~.,' ~~.I.I..,.,.,...
VARIES. .,. '--l." .'.mtit rEf'tNT ii'
L 1)(,' i ii-i"-aNSTALL : i!
"'0 "'0-1-22-5'_:" I'; TRUNCATED Iii
I. "I DOMES PER ! II
CONST.9 LF OF ALUMINUM '\\ II ! FDOT INDEX ! Ii
PED/BIKE RAILING (4'8" HIGH) ",. " 304 (lYP)
2' CLEAR OF TRAIL ], iii'
SAWCUU MATCH, Ii I
EXISTING SIDEWALK (lYP) ! I Ii I
i III
rEXIST. CURB
1:.5 GUT.TER. (lYP)
(2'O',.,.,R.,
. " (rvP) ,
2.(),R/ ~s
CONST. lYPE B
CURB (lYP)
v:-1 5' R(
MID BLOCK CROSSING DETAIL
URBAN TYPICAL SECTION WITH SIDEWALKS
SIDE STREET/DRIVEWAY CROSSING DETAIL
URBAN TYPICAL SECTION
, , ~XIST PAVED
i . I ROADWAY SHOULDER
EXISTING CURB : I /iTCH EXIST. EDGE
5 GUTTER (lYPl-..... Ii I I OF PAVEMENT
"-.. '/CDNST' 9 LF OF ALUMINUM
BEGIN Mlo..BLOCK CROSSING I' ! I. ~Eg:: ~~::;.~ (4'6" HIGH)
END ASPHALT TRAIL ~ ' NO CAPED MEDIAN (TYP) END Mlo..BLOCK CROSSING
BEGIN 6" CONCRETE TRAIL r-:;::-:;;40.ll'~22.0 . I j"CONST. 3.0' CURB ~ S END 6" CONCRETE TRAIL
1~~.1~~::til Jf-tl!~;I\t(I~ CJ~:^"
I: . DOMES PER CURB (TYP) CROSS SLOPE TO DRAIN TO
CONST. 9 LF OF ALUMINUM II I INDEX 304 (TYP) , TREATMENT SWALE BEGINNING
. TRAI.W,DTHVARIATlONS: PED/BIKE RAILING (4'6" HIGH) !I. . . AT THIS PDINT (TYP)
8'. 10' = MINORlNEIGHBDRHOOD TRAIL 2' CLEAR OF TRAIL
10'-12" MAJORICONNECTOR TRAIL
14' = SHOWCASE TRAIL
EXIST. PAVED
ROADWAY SHOULDER",.
CONST. 9 LF OF ALUMINUM
PED/BIKE RAILING (4'6" HIGH)
2' CLEAR OF TRAIL
CONST, 9 LF OF ALUMINUM
PED/BIKE RAILING (4'6" HIGH)
2' CLEAR OF TRAIL (lYP)
MAINTAIN MIN. CLEAR ZONE
FOR ROADWAY~P)~
I TRAIL
, WIDTH
>- ..... '\." V,A,.RIES"
. '-INSTALL '", . _,
I TRUNCATED 1\
. DOMES PER I END CONC. RAMP
I INDEX 304 (TYP)! BEGIN ASPHALT TRAIL
I I MATCH EXIST, EDGE
, OF PAVEMENT (TYP)
NOTE: THESE ARE TYPICAL CROSSING DETAILS.
ReViSED APPLICATION IS SUBJECT TO COUNTY
ENGINEER APPROVAL.
URBAN DETAIL
RURAL DETAIL
MID BLOCK CROSSING DETAIL
URBAN OR RURAL TYPICAL SECTION WITHOUT SIDEWALKS
SIDE STREET/DRIVEWAY CROSSING DETAIL
RURAL TYPICAL SECTION
@-..........
LIoIB
DWM
SUfIfJMS[.D aT;
.
04 05 LIoIB
04 05 DWM
.-.RRY llcCDUUll. P,E.
---~-_._--_..__.~_.__._,_.
A
04/05
04/05
SEMINOLE COUNTY ENGINEERING DIVISION
520 We.t Lake Mary Soulavard, Suite 200, Sanford. Florida 32773
Phone (407) 665-5674 Fax (407) 665-5769
TRAIL STANDARDS
CROSSING DETAILS
SHl:ET NO.
A
@
'~l~Yll1
~.
~:m
;;;~~I~{ ~~) ~ ~ i5
@D
17......'1
18-xlS-
:AVEMENT MARKINGS
(PAVED ROADS 0Nl V)
@D
1700-'0.11
18"1118"
1111
@>
17......"
24"x24"
* TRAIL WIDTH VARIATIONS:
8' ~ 10' . MINORlNEtGHaORHOOD TRA"-
10'.12' .. MAJORICONNECTOR TRAIL
14' . SHOWCASE TRAIl
/''-0.
./ r~" "" ~
1 :> 1700....'1
..~, ",,,"I 3O"x3O"
I'~I ~
r 24"x10"
** CONTRACTOR SHALl CONTACT COUNTY'S AUTHORIZED
REPRESENTATIVE FOR APPROVED LOGO. SPACING, FONT.
COLORS. Ere FOR CUSTOM TRAIL SIGN 60 DAYS PRfOR
TO INSTALLATION.
XIl
**
17......"
24.x18-
HOTEl:
'i':'T'HESE ARE TYPICAL CROSSING DETAILS.
REVISED APPliCATION IS SUB.ECT TO COUr4TY
ENGINEER APPROVAl..
2. SIGNAGE lNSTAUATIOfIIISAPPUCABLE FOR
PAVED AND UNPAVED TRAIL CROSSINGS.
MID BLOCK CROSSING
SIGNING & PAVEMENT MARKINGS
(TYPICAL BOTH DIRECTIONS)
!Ill
/'~<"..\, ~
'------Z > 17......'1
"""../../'~ 30")(30"
C SEMINOLE QUIll
D'
N OA lIWE
LIIB 04/05 lye
OM.! 04 os OM.!
___.__ ~"~-'--__._~IlIl!!!~E~L,,~""'_~:.E:__
* TRAIL I
WIDTH
VARIES
STREET SIGN
DETAIL
t- 3:=1
...----,--
2"
--.I---
G :c~0.5"
R
E
E
N
W
A
Y
-"-,:rs;-
BVj115'"
--t-
2"
..-_ -1-.
/. R=O.25"
(TYP)
PLACEMENT & LOCATION
OF THIS SIGN TO BE
DETERUINED BY COUNTY'S
ENGINEER (lYPI~
~ "-1~ //\"'" ~
~'::::?J/ -wr'<,,,)MODIFIED
MOOIFIED ~~ ''-",::::,-f-17D0-4D-11
24"x18" I"r "",\!/t 3O"x30"
..--------.-----~ ~-__;~~-~__:--::=:~==:=-~11
MODIFIED /.,.."~-"' C5> I
't. ..... )~::::- MODIFIED I
1100-40.11 ';'\~..:./., ~>< 24"..18" I
3<l',,", -!II. ~
I II
I
250.0' [TYP)
@>
I 7....0.'1
24"):2("
~r71
24');1(1" '~
~/V""'"
1700-40-11 <, .. /)
30')(30' '\,-"" <> ,/ :
~'<
It: tJ
~~~
.<- 0 :r::
~ ~
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TRAIL STANDARDS
SIGNING & PAVEMENT MARKINGS
SEMINOLE COUNTY ENGINEERING DIVISION
520 West lake Mary Boulevard. Suite 200. Sanford. Florida 32173
Phone (407) 655.5674 Fax (407) 555-5789
SHE.!::.. NO.
B
PNEl
BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT
TRUST FUND OF THE STATE OF FLORIDA
ACCESS AND UTILITY EASEMENT
Easement Number 30149
THIS INDENTURE, is made and entered into this
I f"[ r):
day
of~W
, l~, between the BOARD OF TRUSTEES OF THE
INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA, acting
pursuant to its authority set forth in Section 253.03, Florida
Statutes, hereinafter referred to as "GRANTORH, and LEFFLER
COMPANY, a Florida corporation, its successors and assigns,
hereinafter referred to as "GRANtEEH.
WHEREAS, GRANTOR is the owner of the real property described
in Exhibit "AH below (the "Servient TenementH)which is managed by
the Florida Department of Environmental ?rotection, Office of
Greenways and Trails under Lease Number 4147 ("Managing AgencyH);
and
WHEREAS, GRANTEE desires an easement across said Servient
Tenement for public and private access and public and private
utility services.
NOW THEREFORE, GRANTOR, for and in consideration of mutual
covenants and agreements hereinafter contained, has granted,' and
by these presents does grant unto GRANTEE, for the use and
-...
benefit of ,and appurtenant to the lands of GRANTEE (the "Dominant
TenementH) described in that certain Warranty Deed dated
February 20, 1959, by and between Chase & Company, a Florida
corporation, and Leffler Company, 'a Florida corporation, recorded
February 24, 1959, in Official Records Book 213, Page 135, Public
Records of Seminole County, Florida, a non-exclusive easement
unto GRANTEE over and across the following d~scribed real
property in Seminole County, Florida, to wit:
(See Exhibit "AH Attached)
subject to the following terms and conditions:
1. DELEGATIONS OF AUTHORITY: GRANTOR'S responsibilities and
obligations herein shall be exercised by the Division of State
Lands, Depa~tment of Environmental Protection.
2. TITLE DISCLAIMER: GRANTOR does not warrant or guarantee any
title, right or interest in or to the property described in
Exhibit "A" attached hereto.
3. TERM: GRANTOR does hereby grant to the GRANTEE an easement
for as long as the easement is used and maintained for public and
private access and public and private utilities. If GRANTEE, its
successors or assigns cease to use this easement for all of the
permitted uses for a continuous and uninterrupted period of one
year, all of the privileges hereby granted will expire and become
null and void.
4. USE OF PROPERTY AND UNDUE WASTE: This easement shall be
limited to public and private access and public and private
utility services, upon, under, over and across the property
described in Exhibit "A" during the term of this easement. This
easement shall be non-exclusive. GRANTOR retains the right to
engage in any act.ivities on, over, below, or across the easement
area which do not unreasonably interfere with GRANTEE'S use of
this easement and further retains the right to grant compatible
uses to third parties during the term of this easement.
GRANTEE shall dispose of, to the reasonable satisfaction of
GRANTOR, all brush and refuse resulting r50m the clearing of the
land for the uses authorized hereunder. If timber is removed in
connection with clearing this easement, the net proceeds derived
from the sale of such timber shall accrue to GRANTOR. GRANTEE
shall take all reasonable precautions to control soil erosion and
to prevent any other degradation of the real property described
in Exhibit "A" during the term of this easement. GRANTEE shall
not remove water from any source on this e.asement including, but
not limited to, a 'water course, reservoir, spring, or well,
Page 2 of 11
Easement No. 30149
without the prior written approval of GRANTOR. GRANTEE shall
clear, remove, and pick up all debris including, but not limited
to, contain~rs, papers, discarded tools, and trash foreign to the
work locations and dispose of the same in a satisfactory manner
as to leave the work locations clean and free of any such debris.
GRANTEE, its agents, successors, or assigns, shall not dispose of
any contaminants including, but not limited to, hazardous or
toxic substances, petroleum, fuel oil, or petroleum by-products,
chemicals, or other agents produced or used in GRANTEE'S
operations on this easement or on any adjacent state land or in
any manner ~ot permitted by law. GRANTEE shall be liable for all
costs associated with any cleanup of the subject property which
is a result of GRANTEE'S operations and use of the subject
property.
Upon termination or expiration of this easement GRANTEE
shall restore the lands over which this easement is granted to
substantially the same condition it was upon the effective date
of this easement. GRANTEE' agrees that upon termination or
expiration of this easement all authorization granted hereunder
shall cease and terminate.
If the lands described in Exhibit "A" are under lease to
another agency, GRANTEE shall obtain the consent of such agency
prior to engaging in any use of the real property authorized
herein.
-po
5. RIGHT OF INSPECTION: GRANTOR or its duly authorized agents,
representatives, or employees shall have the right at any and all
times to inspect this easement and the works and operations of
GRANTEE in any matter p~rtaining to this easement.
6. BINDING EFFECT AND ,INUREMENT: This easement shall be
binding on and shall inure to the benefit of the heirs,
executors, administrators, and assigns of the parties hereto.
7. NON-DISCRIMINATION: GRANTEE shall not discriminate against
Page 3 of 11
Easement No. 30149
any individual because of that individual's race, color,
religion, sex,.national origin, age, handicaps, or marital status
with respec~ to any activity occurring within or associated ~ith
this easement.
8. INDEMNITY: GRANTEE hereby covenants and agrees to
investigate all claims of every nature at its own expense, and to
indemnify, protect, defend, save, and hold harmless GRANTOR and
the State of Florida from any and all claims, actions, lawsuits,
and demands of any kind or nature arising out of the use of this
easement.
9. COMPLIANCE WITH LAWS: GRANTEE agrees that the use of this
easement is contingent upon and subject to GRANTEE obtaining all
applicable permits and complying with all applicable permits,
regulations, ordinances, rules, and laws of the State of Florida
or the United States or of any political subdivision or agency of
either.
10. VENUE PRIVILEGES: GRANTOR and GRANTEE agree that GRANTOR
has venue privilege as to any litigation arising from matters
relating to this.easement. Any such litigation between GRANTOR
and GRANTEE, with the exception of any action which can only be
inititaed in Seminole County, Florida, shall be initiated and
maintained only in Leon County, Florida.
11. ARCHAEOLOGICAL AND HISTORIC SITES: Execution of this
easement in no way affects any of the pareies' obligations
pursuant to Chapter 267, Florida Statutes. The collection of
artifacts or the disturbance of archaeological and historic sites
on state-owned lands is prohibited unless prior authorization has
been obtained from the Department of State, Division of
Historical Resources.
12. PROHIBITIONS AGAINST LIENS OR OTHER ENCUMBRANCES: Fee title
to the lands underlying this easement is held by GRANTOR.
GRANTEE shall not do or permit anything to be done which purports
Page 4 of 11
Easement No. 30149
to create a lien or encumbrance of any nature against the real
property of GRANTOR including, but not limited to, mortgages or
construction liens against the real property described in Exhibit
~An or against any interest of GRANTOR therein.
13. PARTIAL INVALIDITY: If any term, covenant, condition, or
provision of this easement shall be ruled by a court of competent
jurisdiction to be invalid, void, or unenforceable, the remainder
shall remain in full force and effect and shall in no way be
affected, impaired, or invalidated.
14. SOVEREIGNTY SUBMERGED LANDS: This easement does not
authorize the use of any lands located waterward of the mean or
ordinary high water line of any-lake, river, stream, creek, bay,
estuary, or other 'water body or the waters or the air space
thereabove.
15. ENTIRE UNDERSTANDING: This easement sets forth the entire
understanding between the parties and shall only be amended with
the prior written approval of GRANTOR.
16. TIME: Time is expressly declared to be of the essence of
this easement.
17. ATTORNEYS' FEES: GRANTEE shall pay all costs, charges,' and
expenses, including attorneys' fees and appellate attorneys'
fees, in connection with any dispute arising' out of this
easement, including without limitation, any costs and fees
incurred or paid by GRANTOR because of the failure on the part of
GRANTEE to comply with and abide by each and every one of the
stipulations, agreements, covenants, and conditions of this
easement, or incurred by GRANTOR in seeking any remedy available
to GRANTOR as a result of such failure by GRANTEE.
lB. DEFAULT AND FORFEITURE: If GRANTEE defaults in its
obligation to comply with the terms and conditions of this
easement and fails to remedy such default to the satisfaction of
GRANTOR within 30 days after written notice or default has been
Page 5 of 11
Easement No. 30149
mailed to GRANTEE, GRANTOR may terminate this easement.
19 RIGHT OF AUDIT: GRANTEE shall make available to GRANTOR all
financial and other records relating to this easement and GRANTOR
shall have the right to audit such records at any reasonable
time. This right shall be continuous until this easement expires
or is terminated. This easement may be terminated by GRANTOR
should GRANTEE fail to allow public access to all documents,
papers, letters, or other materials made or received in
conjunction with this easement, pursuant to Chapter 119, Florida
Statutes.
20. PAYMENT OF TAXES AND ASSESSMENTS: GRANTEE shall assume full
responsibility for and shall pay all liabilities that accrue to
the easement area or to the improvements thereon including any
and all drainage and special assessments or taxes of every kind
and all mechanic's or materialman's liens which may be hereafter
lawfully assessed and levied against this easement.
21. REVERSION: This easement is subject to termination and
reversion to GRANTOR when, in the reasonable opinion of GRANTOR,
this easement is not used for the purposes outlined he~ein, and
any costs or expenses arising out of the implementation of this
clause shall be borne completely, wholly and entirely by GRANTEE.
22. RECORDING OF EASEMENT: The GRANTEE, at its own expense,
shall record this fully executed easement in its entirety in the
public records of the county within whicn~the easement site is
located within fourteen days after receipt, and shall provide to
the GRANTOR within ten days following the recordation a copy of
the recorded easement in its entirety which contains the O.R.
Book and Pages at which the easement is recorded. Failure to
comply with this paragraph shall constitute grounds for immediate
termination of this easement agreement at the option of the
GRANTOR.
23. GOVERNING LAW: This easement shall be governed by and
Page 6 of 11
Easement No. 30149
interpreted according to the laws of the State of Florida.
24. SECTION CAPTIONS: Articles, subsections, and other captions
contained i~ this easement are for reference purposes only and
are in no way intended to describe, interpret, define, or limit
the scope, extent, or intent of this easement or any provisions
thereof.
25. SPECIAL CONDITIONS: The following special conditions shall
apply to this easement:
1. GRANTEE shall not construct any improvements
within the easement area described in Exhibit "AN
which will interfere with the construction and use
of the easement area as a recreational trail.
2. GRANTEE shall be liable for any necessary repairs
required due t~ damage caused by traffic and
other related usage of the easement area, and
GRANTEE .shall indemnify, protect, defend, save
and hold harmless GRANTOR and the State of Florida
from any and all claims, actions, lawsuits and
demands of any kind from said damage.
3. GRANTEE shall install approp~iate trail safety
devices and signs alerting both the trail users
and the private road traffic of the existence
of the crossing and how to proceed through the
crossing (i.e., caution, yield, stop, etc.).
All signs shall conform to the federal Manual
Uniform Traffic Control Devices and State of
of Florida and the Traffic Design Standards.
GRANTEE shall coordinate with the Office of
Greenways and Trails, prior to developing final
designs for road crossing, safety devices and
signs. GRANTEE'S final construction plans and
signs shall be approved by the Off~ce of Greenways
Trails.
Page 7 of 11
Easement No. ~
IN WITNESS WHEREOF, the parties have caused this easement to
be executed the day and year first above written.
k4J. ~/'
Wi tness .
,,/JR.! L. II flff((.
Print/Type Witness Name
l\~ Q J\J I
witnessd 0
r;- (\ .
\ r...T':- ~ <Y\ 0.....,...,
Print/ ype Witness 'Name
BOARD OF TRUSTEES OF THE INTERNAL
IMPROVEMENT TRUST FUND OF THE
STATE OF FLORIDA
By:0
DANIEL T.
OF PUBLIC LAND ADMINISTRATION,
DIVISION OF STATE LANDS,
DEPARTMENT OF ENVIRONMENTAL
PROTECTION
"GRANTOR"
STATE OF FLORIDA
COUNTY OF LEON
The foregoing instrument was a~knowledged before me this
I~r^ day of IJU~ , 1998, by Daniel T. Crabb, as Chief,
Bureau'of Public Land Administration, Division of State Lands,
Department of Environmental Protection, as agent for and on
behalf of the Florida Board of Trustees of the Internal
Improvement Trust fund. He is personally known to me.
~~k~
Notary Pu lie, State of Florida
4f.\:~.. Gary L Helser
!':~;'l MY ~ION , CC6111948 EXPtRfS
h:. . ,:iI,. ApIII 30. 2001
>:;~Rf..:.~., IlOHCED 1WIJ 1l1ll'/ IAIIlIGUIlNIa,IHC.
Print/Type Notary Name
Commission Nu~er:
Commission Expires:
"..
Approved as to Form and Legality
By: kfd~' ~
DEP Attor ey
Page 8 of 11
Easement No. 30149
STATE OF FLORIDA
COUNTY OF SEMINOLE
LEFFLER COMPANY, a Florida
corporatio;(. ~
By: ~d e
,;').
--//Id /nA;j J( (' ~tc-~
Print/Type Name .
Title:
nt:'S/{)~
(CORPORATE SEAL)
"GRANTEE"
The fOreg~nstrument was a~wledg~ ~~~me this
~ay of r' 1998, by tJI"'lf-S . 'e;€-I as
~/~ . of Leffler Company, a Florida
corporation, on behalf of the corporation. He/she's personally
known to me.
Page 9 of 11
Easement No. ~
Notary Name
Commission Number:
Commission Expires:
LINDA, IIOCCS
NOJ'AKYPUBUCSTATB a: FLaUDA
~M).CX'ml24
NY CXlMMISSION EXP. OCT. 7:n>>
Consented to- by the State of rlorida Department of Environmental
Protection,' Office of Greenway,s and Trails on the ~ day of
\) .~ Co (I ('ro..~,j
199B. ~
B~ -;#/ ~CL4(((
/ !?oI?IYJ ll:ufJ9
Print/Type' Name
Title: n(ll/J~ /IU~(I/;;, CO'!
"Managing AgencyU
....
Page 10 of 11
Easement No. 30149
,,;
SKETCH OF DESCRIPTIO.
PARCE:L #1
DE:SCRIP nON:
Commence at "the Southwesl corner of Lot 7, Block "D", 'D. R,
MITCHHL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP.
according 10 Ihe pial thereof os recorded in Plot 800k I, Page 5 of the
Public Records of Seminole County, Florida; thence run N 8.3'5.3'0.3" E
along the' South Iilie of Lots 6 and 7 of said Block "0" for 0 distance of
561.85 feet; thence run S 06'06'5r E for a distance of 5.00 feet to a point
on the North Right-of-Way line of the CSXT Railroad os shawn on the
right-of-way and Iract mop, Lake Charm Branch, Sheet No. V.30 FLA .3,
dated June .30, 7917. said point also being the POINT OF BEGINNING:
thence nm N 83'5.3'0.3" E along said North Right-of-Way line for a distance
of 28.20 feet; thence run S 39'49'5.3" E for a distance of 48.09 feet to 0
point on Ihe South Right-of-Way line of said CSXT Railroad; thence run
S 83'53'0.3" W along said South Righl-of-Woy line for 0 distance of 87. 70
feet; ihence run N 27'43'04" E for 0 distance of 48.15 feet to the POINT
OF BEGINNING. '
LOT '0"
CH"'se AND COUP NlY's
SUBD'IiISlOH or W"'CNCR
(plJ 6, PC 64)
Lying in Section 36. Township 20 South. Range 30 East,
Containing 0.051 acres (2.198 square feet) more or less and being subject 10
any righ ts-.of- way, reslrictions ond eosemen ts of record.
:;t"
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SEcnON .35-20-.30
SECTION .36-20-.30
LOT 5
"0"
BLOCK HELL'S SURvEYor
PL'" T OF D.R. lA/TeCH lj.l<e ,JtSSUP
nie LCV'/' (~:~T PC '1
S L1He LOT G
S LINE LOT 7
c, S.X. T, RAILROAD
--
STATE ROAD 434
S LINe CSXT R...IUlOIoD peR
R/W NlD TRACl( 14...,., UJ(C
r:HAA/J BRNlCH SHeeT No. V
JO IV. J. D"'TCD 5/JD/ltll
SECTION
.36-20-30
LECEND:
- No lilI. opinion or obslracl 01 moIlers 01l..lin9 tille or boundary 10 /he
subjccl properly or those 0' odjoining lond owners hove been provided.
/! i. possible Iher. ore deed. 01 record. unre.arded de.d. Of other
inslrvmenls which could offe.1 'he baundori.. or use 01 lhe subjecl
ploperly.
PB - PL'" T BOOK
, PC - P"'CC
R/Il - R~lROAD
. R/W- RIClI1-DI'-wAV
I h.,.b~ ee,"')' that this .kelch. .vbjC'ct '0 In.. ,,,,,,crot'.
nol.. c.onlain,d hereon. m.." the appl1cobl. 'hlinimtlm
Technical S'Gndarda. la' fa"'h by the (lorido l.tgord 01
Prof.nional $"'''')01'1 ond Mappers In r.haple: ~lCI7-S.
nallda Administrolin Cod.. pur:;uanl ~D ~.clinrl 472.C21,
norido Statutes.
DDN"'LO W. M.tHTOSH ASSOCIATES, INt'.
~/'V~-
~~~ =Cl~red SUtwF ond Mcppcr
Cerlllicolo No. ~J,g
NOT '/AUD UNlESS SEALeD WITH .\.'"
eMBOSSeD SCAL
,SURYrYORS NOTES:
- NOT VNJD IlITHOUT THC SlCH... TURe "'ND THe
ORIClNIoL RNseD SC"'L or A nOR/D'" L1CCIISl:D
SVRvEYDR NlD /JAPpeR.
- TIllS IS NOT'" SURvEY.
- lJCMlNCS aASCO OH THC S L1I1C OF LOT 7
pur or o.R. "'''CHeLL'S SUR'rtY or THe LeVY
ClMNT ON L"'Ke .ESSVP ReCOROCD IN PL" T BOOK I
PAce" Set.llNOLC COIIHTY, flORID'" AS BCINC 118J'SJ'OJ"C
.~
PREPARED FOR:
CENTEX HOMES
10 11 9' JW
DATE tlY
RCVlseD OCSc;RIPnCH
, DESCRIPTION
RC\-1SIONS
,ACCCSS e"SC/./I:I'IT ACROSS C.s.X. RAILROAO
PAnCE:L II A T LOT 6 BLOCK "D" PLA T BOOK I. PAce 5
1.1
DONALD W. McINTOSH ASSOCIATES, INC.
ENGINEERS PLANNERS SURVEYORS
2200 PARK AVENue NOR'lH, 'MNTER PARK. Fl.ORIDA J2789 (407) liH-4068
Tin
CHECKED BY; .IIII.IY
DA TE: 9/Jo/98
SHEET
or
DRAWN BY:..:!!!!!!.
DA TE: 9/JO/911
Page 11 of 11
Easement No. 30149
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ENGINEERS
Civil . Wrorroental. T ronspvrtotion
3504Ld&a~Orw. s..-4110 Ob-do.Fbtdo3tall
~NcI.7074
SflEET
NO.
, 01
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SBHlNOLB COUN7T IlNGlNBIlRl/VO DIYlSIDN
PROJE.ct NAME
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PLAN SHEET
ST A. $#+.10 TO ST A. 55.fH)()
CROSS SEUINOLE TRAIL NORTH PS-59S-D1
21
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Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
Photos of Seminole Cross Trail
STATE OF FLORIDA DEPARTMENT OF TRANSPQRT A TION
850-040.24
SYSTEMS PLANNING
06106
r--.
PROPOSED STATE HIGHWAY ACCESS-CC~CTION
NOTICE OF INTENT TO ISSUE PERMIT
Important: This Notice does not authorize construction to begin and Is not a final permit.
ALSO NOTE: THIS NOTICE OF INTENT IS ONLY VALID FOR 1 YEAR FROM SIGNING DATE IN PART 6.
PART 1: APPLICANT INFORMATION
APPLICATION 06A593-0099
Project Name: AmSouth Bank- Winter SprinQs
State Road Name/Number: 434
Section Number: 77070002. MP 0.681
Maintenance Office: Oviedo Maintenance
Permit Staff Repre5entatlve
Applicant: AmSouth Bank
Responsible Office: GreQorv U. Harris
Mailing Address: 3000 Galleria Tower, Suite 1600 Binninoham AL 35244
Street City State Zip
Telephone: 205-739.2529
PART 2: NOTICE OF INTENT TO ISSUE PERMIT
YOU ARE HEREBY ADVISED:
The Florida Department of Transportation has completed its review of the subject connection permit
Application received 12/22/2006 for consistency with Rule Chapters 14-96 and 14-97, F.A.C.,
and current Department spacing, location, and design criteria arJd hereby issues this "Notice of Intent" to:
o Issue the subject permit consistent with the permit Application.
~ Issue the subject permit consistent with the permit Application and subject to the attached
provisions.
IMPORTANT
This notice of intent to issue a permit does NOT constitute Department permit issuance. The permit will be
issued after the permittee shows proof that a valid local government development approval or development
order has been given to the sites served by the connection and special provisions of the approval consistent
with the permit applications and conditions previously noted.
No connection work on the right of way shall be initiated until the Department permit is actually issued. Any
changes to the site(s) plan will require re~evaluation of the connection(s). This notice is valid for one year,
from the date of issuance, and can only be extended with approval by the Department for problems outside
the control of the applicant pursuant to Rule Chapter 14~96, FAC. This Notice of Intent is transferable as
specified only in Rule Chapter 14-96, F.A.C.
Continued next page
RECEIVE.l.J
FE.B L' ti -..
Interplan lLC
850-040-24
SYSTEMS PlANNING
061tJ6
r-..
PART 3: CONDITIONS
Conditions to be met before Permit will be issued:
Standard:
1. Development approval from the appropriate local government consistent with the Notice of Intent to Permit:
2. Assurance of performance pursuant to Section 334.167, Florida Statutes (if required);
3. Notification of all known right of way users affected by the connection(s);
4. Compliance with drainage requirements in Rule Chapter 14-86, FAC.
Other Conditions:
. Only Standard Condition 1 and 2 apply to this permit.
. Assurance of Performance required per Rule 14-96.008(3), copy attached with all options to satisfy the
requirement.
/'"'
Use additional sheet if necessary
Continued next page
850.Q.40-24
SYSTEMS PLANNING
06106
..-
PART 4: NOTICE OF DEPARTMENT AUTHORITY
1. All approved connection(s) and turning movements are subject to the Department's continuing authority to modify such
connection(s) or turning movements in order to protect safety and traffic operations on the state highway or State Highway
System.
2. Transportation Control Features and Devices In the State Right of Way. Transportation control features and devices
in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or any other
transportation control features or devices in the state right of way, are operational and safety characteristics of the State
Highway and are not means of access. The Department may install, remove, or modify any present or future transportation
control feature or devices in the state right of way to make changes to promote safety in the right of way or efficient traffic
operations on the highway.
PART 5: DEPARTMENT CONTACT
NAME: Stan Mann
ADDRESS: 2400 Camp Road
Oviedo, Florida 32765
- PHONE: 407-977-6530
I
PART 6: SIGNATURE OF DEPARTMENT AUTHORITY
SIGNATURE OF DEPARTMENT OFFICIAL:
PRINT OR TYPE NAME: Stan Mann
PRINT OR TYPE POSITION: Permit Manaaer
DATE: L -L -07
PHONE: 407-977-6530
Continued next page
,-
850-040-24
SYSTEMS PlANNING
06106
r--.
PART 7: APPEAL PROCEDURES
You may petition for an administratlve hearing pursuant to sections 120.569 and 120.57. Florida Statutes. If you dispute the facts stated in the
foregoing Notice of Intended Department Action (hereinafter Notice). you may petition for a formal administrative hearing pursuant to section 120.57
(1), Florida Statutes, If you agree with the facts stated In the Notice, you may petition for an informal administrative hearing pursuantto section 120.
57(2), Florida Statutes. You must file the petition with:
Clerk of Agency Proceedings
Department of Transportation
Haydon Burns Building
605 Suwannee Street, M.S. 58
Tallahassee, Florida 32399-0458
The petition for an administrative hearing must conform to the requirements of Rule 28-106,201 (2) or Rule 28-106,301 (2), Florida Administrative
Code, and be filed with the Clerk of Agency Proceedings by 5:00 p.m, no later than 21 days after you received the Notice. The petition must include
a copy of the Notice, be legible, on 8 1/2 by 11 inch white paper, and contain:
,--.
1. Your name, address, telephone number, any Department of Transportation identifying number on the Notice, if known. the name and
identification number of each agency affected. if known, and the name, address, and telephone number of your representative. if any,
which shall be the address for service purposes during the course of the proceeding.
2. An explanation of how your substantial interests will be affected by the action described in the Notice;
3. A statement of when and how you received the Notice:
4. A statement of all disputed issues of material fact. If there are none, you must so indicate;
5. A concise statement of the ultimate facts alleged, Including the specific facts you contend warrant reversal or modification of the agency's
proposed action, as well as an explanation of how the alleged facts relate to the specific rules and statutes you contend require reversal
or modification of the agency's proposed action:
6, A statement of the relief sought, staling precisely the desired action you wish the agency to take in respect to the agency's proposed
action,
If there are disputed issues of material fact a formal hearing will be held, where you may present evidence and argument on all issues involved and
conduct cross-examination. If there are no disputed issues of material fact an informal hearing will be held, where you may present evidence or a
written statement for consideration by the Department.
Mediation, pursuant to section 120.573, Florida Statutes, may be available if agreed to by all parties, and on such terms as may be agreed upon by
all parties, The right to an adminstrative hearing is not affected when mediation does not result in a settlement.
Your petition for an administrative hearing shall be dismissed if it is not in substantial compliance with the above requirements of Rule 28-106.201(2)
or Rule 28-106.301 (2), Fiorida Administrative Code, If you fail to timely file your petition in accordance with the above requirements, you will have
waived your right to have the intended action reviewed pursuant to chapter 120, Florida Statutes, and the action set forth in the Notice shall be
conclusive and final.
End
---
Chapter 14~96
Page 12 of23
opening, the following traffic study data requirements apply. The specific detail and content of the
.'-'raffic study will vary depending upon the existing and projected traffic volumes, highway capacity,
levels of service, and safety concerns. Any traffic study (except a cursory analysis, such as an indication
of peak hour movements from the applicant's site) must be signed, dated, and sealed by a Professional
Engineer registered in the State of Florida. All work submitted by such a Professional Engineer in a
traffic study will be reviewed by or under the supervision of a Department Professional Engineer
registered in the State of Florida. The traffic study must include:
1. Critical peak hour turn movements from each proposed connection and abutting public road in
graphic form.
2. Traffic operations analysis of sufficient depth to analyze the impacts of the development on the
surrounding transportation system.
3. An appropriately sized study area and time horizon based upon the type and size of the
development.
(f) Category C Exemptions. Category C applicants are exempt from some of the requirements listed
above if the applicant can show that the information would have no significant bearing on the permitting
decision process.
Specific Authority 334.044(2), (27), 335.182(2),335.183,335.184 FS. Law Implemented 334.044(14),
334.044(28),335.18 - 335.187 FS. History - New 4-18-90, Amended 7-16-95,1-23-03,12-28-03.
r-'
14-96.007 Application Submittal, Review, Approval, and Conditions.
(1) Application Submittal. The application shall be submitted to the Department's District Permits
Office or to the Department's District Maintenance Office.
(2) Application Completeness Review. The Department shall notify the applicant within 30 days of
submittal, using State Highway Access Connection Completeness Review, Form 850-040-21, (11/94), if
additional information is needed, or if there are errors or omissions. This notification will list those
items needed to complete the application, consistent with the requirements of this rule chapter or
additional information needed to evaluate the application. If such a request for additional information is
given to an applicant within the 30-day period, the application will be deemed incomplete until the
additional requested information is supplied to the Department. An application that requires a fee will
not be accepted without the fee.
(a) Unless otherwise indicated in the notice of completeness review, applicants must provide such
requested information within 60 days of the receipt of the Access Connection Completeness Review
Form.
(b) If the additional information has not been received by the Department within the prescribed time
from the date of notification, the application shall be processed based upon the information provided.
(c) Ifno additional information is requested during the prescribed 30-day Completeness Review
".-Period, the application shall be deemed complete as of the date the Department received the application.
(3) Applicant Time Extension. If the applicant needs more time to provide additional information or
correct deficiencies in the application than allowed under this rule chapter, then the applicant may
Chapter 14-96
Page 13 of23
request a waiver of the time requirements by stating the reasons in writing on an Applicant Time
- Extension Form, Form 850-040-22, (04/93).
(4) Technical Planning and Engineering Sufficiency/Compliance Review. The applicant will be
notified within 90 days of receipt of a complete application, receipt of all required information, or
expiration of the time period for receipt of additional or corrected information. The notification will
incl ude the Department's decision of approval or denial of the application.
(a) Notice of Intent to Issue Permit. The Department shall send the applicant a Proposed State
Highway Access Connection Notice of Intent to Issue Permit, Form 850-040-24, (09/02), if either:
1. The Department determines that an application is consistent with Rule Chapters 14-96 and 14-97,
F.A.C., and there is no need to exceed the minimum standards as stated in Section14-97.003(l)(e),
F.A.C.; or
2. The Department determines that an application is not consistent with Rule Chapters 14-96 and 14-
97, F.A.C., but that denial of a connection would be denial ofreasonable access and that such a
connection would not jeopardize the safety of the public or have a negative impact upon the operational
characteristics of the highway, consistent with Rule 14-96.007, F.A.C.
(b) Direct Permitting. If an applicant provides an application that otherwise meets all the requirements
of Rule Chapters 14-96 and 14-97, F.A.C. and the Department is not imposing any additional
conditions, the Department will issue a permit.
--
(c) Notice of Intent to Deny. The Department shall send the applicant Proposed State Highway Access
Driveway/Connection Notice of Intent to Deny Permit, Form 850-040-23, (09/02), if the Department
determines that an application is not consistent with currently adopted Department rules anq design
standards or additional site specific operations and safety concerns as stated in Rule 14-97.003(1)(e),
F.A.C., apply, and:
1. The Department determines that denial of a connection would not be a denial of reasonable access;
or
2. The Department determines that denial of a connection would be a denial of reasonable access but
that a connection would jeopardize the safety of the public or have a negative impact upon the
operational characteristics of the highway.
(d) Additional Connections. When an applicant seeks a permit for additional or alternative connection
(s) the previously permitted connections are presumed to provide reasonable access to the State
Highway System unless the property owner shows:
1. That there has been a change in the use of the property from that reflected in the application(s) for
the previously approved connection(s), which change has or will cause an increase in the trip generation
(peak hour or daily) of the property exceeding 25 percent more than reflected in the prior application(s),
and that such change in use and increase in trip generation was not reasonably foreseeable at the time the
application(s) for the previously approved connection(s) was filed; or
2. That circumstances relating to traffic safety and efficiency, outside the control of the permittee,
havc arisen that were not reasonably foreseeable at the time of approval of theconnection.s that prevent
the connection(s) from providing reasonable access to the highway.
Chapter 14-96
Page 14 of23
(e) Agreements made after Proposed State Highway Access Driveway/Connection Notice ofIntent to
--')eny Permit, form 850-040-23, (09/02), is issued. If an agreement is made between an applicant and the
Department which will allow the Department to approve a connection, this agreement will not be
effective nor supersede the Proposed State Highway Access Driveway/Connection Notice ofIntent to
Deny Permit, Form 850-040-23, (09/02), unless it is in writing, executed by the applicant and the
Department, and appropriate revisions are reflected on signed and sealed construction plans before the
time period allowed for a denial challenge has expired. The agreement will completely describe the
mutually agreed access plan.
(5) Conditions of the Notice ofIntent to Issue Permit. The Proposed State Highway Access
Driveway/Connection Notice of Intent to Issue Permit, Form 850-040-24, (09/02), shall set forth all
conditions not otherwise required by this rule chapter for issuance of a permit and maintenance of the
cOlmection(s). The notice will specify which of the conditions set forth in the notice must be met before
issuance of a permit and those that must be met after the permit is issued.
(a) Not a Permit. The Proposed State Highway Access Driveway/Connection Notice ofIntent to Issue
Permit, Form 850-040-24, (09/02), does not authorize the initiation of connection construction within
the Department right of way but acknowledges completion of the Department review and indicates the
Department's intent to issue a permit upon compliance with the conditions stated in the Proposed State
Highway Access Driveway/Connection Notice of Intent to Issue Permit, form 850-040-24, (09/02).
(b) Time Period. A Proposed State Highway Access Driveway/Connection Notice of Intent to Issue
Permit, Form 850-040-24, (09/02), is valid for one year and may not be revoked during that period,
provided that no material change has occurred in the proposed development or traffic characteristics on
-"l-je abutting State Highway System. The Proposed State Highway Access Driveway/Connection Notice
Jf Intent to Issue Permit, Form 850-040-24, (09/02), may be extended, upon Department approval, upon
a showing of good cause by the applicant (such as weather delays, natural disasters, governmental entity
coordination delays, or other technical problems not within the control of the applicant). A Proposed
State Highway Access Driveway/Connection Notice of Intent to Issue Permit, Form 850-040-24,
(09/02), may be assigned to a purchaser or new occupant within one year of issuance if there is no
change in the land use or in the site plan and the Department is notified of the reassignment by the
original applicant.
(c) Standard Conditions. The following standard conditions will apply to all Proposed State Highway
Access Driveway/Connection Notice ofIntent to Issue Permit, Form 850-040-24, (09/02), before a
connection permit can be issued:
1. Development approval from the appropriate governmental entity consistent with the Proposed State
lIighway Access Driveway/Connection Notice ofIntent to Issue Permit, Form 850-040-24, (09/02);
2. Assurance of performance pursuant to Section 334.187, Florida Statutes.
3. An indemnity agreement shall be executed by the applicant wherein it is agreed that the
Department shall be indemnified, defended, and held harmless from any and all claims, demands, costs,
or expense for loss, damage, or inj ury to persons or property of the other caused by I arising out of, or
resulting from:
.--. .
a. Any act or omission by the applicant or the applicant's contractors, agents, servants, or employees
In connection with any construction activities undertaken pursuant to the connection permit.
Chapter 14-96
Page 15 of23
b. The negligence of the applicant or negligence of the applicant's contractors, agents, servants, or
,-....
. ~mployees.
c. Any other event or act that is the result of, or proximately caused by, the applicant or the
applicant's contractors, agents, servants, or employees in constructing or maintaining the connection or
any other features.
4. Compliance with drainage requirements in Rule Chapter 14-86, F.A.C..
5. Special requirements added to promote safety and efficiency.
6. Liability Insurance For All Category C, 0, E, F, and G Permits. Before construction is to begin, the
applicant shall deliver to the Department proof of insurance verifying that the applicant or the
applicant's contractor has coverage under a liability insurance policy issued by an insurance company
authorized to do business in the State of Florida naming itself as insured, and the Department as an
additional named insured, which policy shall contain contractual endorsement specifically covering the
liabilities arising from the indemnity agreement.
a. The policy shall provide public liability insurance, including property damage, in the amount of
$500,000 combined single limit for each occurrence.
b. The above required policy shall be endorsed with a provision requiring the insurance company to
notify the Department 30 days prior to the effective date of cancellation or of any material change in the
,_'policy if the change occurs during the construction period.
c. The applicant shall pay all premiums and other charges due on said policy and keep said policy, or
a materially identical replacement policy, in force to insure the entire period of construction of the
COlUlection.
(6) Issuance of Permit. A Driveway Connection Permit for All Categories, Form 850-040-18, (04/03),
will be issued after the applicant provides satisfactory evidence of compliance with all conditions that
must be met before issuance of a permit. A permit shall be subject to all the conditions set forth in the
Proposed State Highway Access Connection Notice ofIntent to Issue Permit, Form 850-040-24, (09/02).
A permit authorizes construction for one year from the date of issuance and expires if construction ofthe
connection is not completed within that period.
(a) Failure to Comply. If the Department determines that the applicant has failed to comply with all
conditions required prior to the issuance of a permit, it shall notify the applicant that the Department will
not issue a permit and specify the conditions that have not been met. Notice of the Department's
intended action will be provided in accordance with Rule Chapter 28- 106, F.A.C. The Department's
action will become final unless a timely petition for a hearing is filed in accordance with Rule Chapter
28-106, F.A.C. In order to be timely, the petition must be filed with the Department's Clerk of Agency
Proceedings within 21 days after receipt of the Department's notice, in accordance with Rule Chapter
28-106, F.A.C.
(b) Permit Time Extension. The permit will be extended beyond the one year time limit (only with
...-Dcpartment approval) for good cause, such as weather delays, natural disasters, governmental entity
Jordination delays, or other technical problems not within the control of the permittee.
(7) Concurrent Governmental Entity Review. Nothing contained herein shall preclude concurrent
Chapter 14-96
Page 16 of23
review of the permit application by the Department and governmental entities.
.--..
(8) Permit Conditions. Failure by the applicant to abide by the permit conditions that are applicable
after permit issuance shall be just cause for the Department to order alteration of the connection, or to
revoke the permit and close the connection at the expense of the applicant, subject to the provisions in
this rule chapter, or for the Department to have the necessary modifications made and seek payment
from the applicant. The permit requirements shall be binding on the applicant, the applicant's
successors, heirs, and assigns, the permit application signatories, and all future owners and occupants of
the property. The Department may require permits to be recorded in the public records with the legal
description of the property when cross or joint access exists, when permit conditions requiring future
performance by the permittee exist such as installation of traffic control features or devices, or when
other conditions warrant recording.
(9) Government Owned Rail or Non-Highway Use Corridors. Corridors including separate pedestrian
trails, bike trails, current or abandoned exclusive bus or transit corridors, current or abandoned rail
corridors, or waterways, are not part ofthe State Highway System and are not subject to the provisions
of the Access Management Act, Sections 335.18 - 335.188, Florida Statutes. These corridors, that abut
the State Highway System, are considered intervening property and property on the other side of such a
corridor will not be considered to be abutting the State Highway System. Action will be taken under
Rule 14-96.011, F.A.C., to modify an existing connection across a corridor if it interferes with the safe
or efficient operation of the corridor or State Highway System.
Specific Authority 334.044(2), 334.187(4), 335.182(2), 335.183 FS. Law Implemented 334.187,
335.181 - 335.1825, 335.184, 335.185 FS. History. New 4-18-90, Amended 7-16-95, 6-24-99, 1-23-03,
.....--.. 2-28-03.
14-96.008 Construction and Maintenance of Traffic Requirements. All construction and
maintenance on Department right of way shall conform to the Federal Manual on Uniform Traffic
Control Devices (MUTeD), incorporated by reference under Rule 14-15.010, F,A.C. All construction
and maintenance on Department right of way shall also conform to the Department's Design Standard~,
January 2002, Topic #625-010-003; the Standard Specifications/or Road and Bridge Construction,
2000 Edition, the Department's Plans Preparation Manual, January 2003, or other generally accepted
professional practices. With the exception of the MUTCD, which already is incorporated by reference
under Rule 14-]5.010, F.A.C., the manuals and standards specifically listed in this section are hereby
incorporated by reference and made a part of the rules of the Department of Transportation.
(I) Disruption of Traffic. For safety and operational purposes, the Department may require or restrict
hours of construction to minimize disruption of traffic on the State Highway System. When construction
activity on a connection causes undue disruption of traffic or creates safety hazards on a state highway,
the District Secretary or designee shall advise the permittee of the need for immediate corrective action
by a specified time, and may issue a stop work order if deemed necessary.
(2) Connection Completion Time Limit. Construction shall be completed within one year of the date
of issuance of the permit. Failure to comply with the one year time limit shall result in an automatic
expiration of the permit unless extended by the Department as described in Section 335.185(2), Florida
Statutes. A stop work order may be issued by the Department if work exceeds the imposed time
restrictions. For any permit which expires for failure to construct the connection within the one year
'--.~mit, the applicant shall submit a new application, including the payment of the required application fee
prior to the initiation or continuation of any construction.
Chapter 14-96
Page 17 of 23
(3) Assurance of Performance. Assurance of performance pursuant to Section 334.187, Florida
'-"-;tatutes, will be required if the permit requires extensive work within the right of way, such as auxiliary
lanes, median modifications, relocation of structures, or traffic signals.
(a) Prior to the issuance of a permit, the applicant shall provide a security instrument in the estimated
dollar amount of the improvements in the right of way. The Department shall be named as the
beneficiary. The security instrument shall be provided to the Department before the permit is issued. The
security instrument shall be valid for a sufficient time to cover the construction and inspection of the
permitted work, but for not less than 18 months. -<. -
(b) The applicant shall provide the estimated cost of improvements on right of way in a document
signed, sealed, and dated by a Professional Engineer registered in the State of Florida.
(c) Security Instrument Receipt, Form 850-040-20, (04/93) must be used. <. -
(d) Such security instruments shall be required except when a performance bond covering the work on
the right of way is included as part of the bond necessary for development approval by the local
governmental entity and the Department is a named beneficiary.
(e) The Department will waive the security instrument requirement when there is an agreement with
the local governmental entity to withhold the certificate of occupancy until problems are corrected and
there is no indication that the requirements of this rule chapter will be violated.
__ (f) The Department shall require a security instrument for any connection or access feature,
. onstruction, or permit activity if the activity is in relation to:
1. An unpermitted connection that is going through the process of becoming permitted;
2. The correction of a safety hazard caused by activities on the property; or
3. Modification of an existing connection or traffic control feature or device as per Rule 14-96.011,
F.A.C., for changed conditions on the property.
(g) The security instrument will be returned to the applicant when final inspection by the Department
shows that the work has been completed as permitted.
(4) Posting of Permit. The approved connection permit shall be displayed in a prominent location in
the vicinity of the connection construction.
(5) Traffic Signals and Other Traffic Control Devices. Such devices, installed by a applicant, shall
conform to the MUTCD and Department design and construction standards. The applicant is responsible
for securing any additional permit or governmental entity approval needed for traffic signalization and
regulatory signing and marking.
(6) Professional Engineer Statement of Construction for Extensive Roadway Construction or Large
Developments. If the permit requires extensive work within the right of way, such as auxiliary lanes.
..-."edian modifications, relocation of structures, or traffic signals, a statement from the project's
rofessional Engineer will be necessary, The applicant will provide documentation by a Professional
Engineer registered in the State of Florida that construction was accomplished in accordance with the
requirements set out in the permit. This documentation shall include a statement that necessary
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
SECURITY INSTRUMENT RECEIPT
850.040.20
SYSTEMS PLANNING
04/93
,-....
2PLlCA TION NUMBER:
PART 1: PERMITTEE INFORMATION
Name of Applicant:
Name of Authorized Agent:
Name of Organization: ,.
Mailing Address:
It
Telephone:
ConsultanUEngineer/or Project Manager:
Address:
Telephone: FAX, Mobile Phone, etc.
PART 2: ESTIMATED COST OF CONSTRUCTION ON RIGHT.OF.WAY
Signature
Date
'OST ESTIMATES $
PLEASE ATTACH ALL CALCULATIONS
Estimated by:
NAME (Printed or Typed)
NOTE: Must be estimated by a Professional Engineer registered in the State of Florida
PART 3: SECURITY INSTRUMENT RECEIPT CERTIFICATION
Received by Florida Department of Transportation:
Signature
Date
Person Accepting
Performance Bond returned by Certified Mail (Receipt of Certified Mail Attached):
Date
Person Processing
Signature
PART 4: INSPECTION VERIFICATION
~ignature of Staff
Date:
I
ATTACH INSPECTION DOCUMENTATION
OrTI C).J I
PERMIT PERFORMANCE AND PAYMENT BOND
BY THIS BOND, We, , as Principal and State of
Florida, Department of Transportation, herein call,ed Obligee, in the sum ofS ,
for payment of which we bind ourselves, our heirs, personal representatives, successors,
and assigns, jointly and severally.
THE CONDITION OF TIDS BOND is that if Principal:'
-. '" .
1. Performs under Permit Number ' dated
to ~~incipal from obligee ,for construction ofiniprovements in the State Road Right-of-
Way, the permit iuid all supporting documentation associated therewith being made a part
of this Bond by reference, at tbe times, under the conditions, and in the manner prescribed
in the permitj and
2. Pays Obligee all losses, damages, expenses, costs, and attorney's fees, including
appellate proceedings, that Obligee sustains because of a default by Principal under permit,
then this Bond is voidj othenvise it remains in full force.
r--
Any changes in or under the permit and associated documents and compliance or
noncompliance with any formalities connected with the permit or the changes does not
affect Surety's obligation under this bond.
DATED ON
(SEAL)
(SEAL)
(Print Name of Principal)
(Print Name of Surety)
By:
(Signature)
(Signature)
(Print Name of Signatory)
(Print Name of Signatory)
As Attorney-in-Fact under
Power of Attorney Dated~
Attest:
(Secretary of N otnry)
(Signature of Resident Agent)
Witness
'-
Witness
o fTI O)J 1
-.
IRREVOCABLE STANDBY LETTER OF CREDIT
ISSUER:
PLACE FOR PRESENTATION OF DRAFT(Name and Address of Bank/Branch .- MUST be
FLORIDA Bank/Branch) .
APPLICANT:
BENEFICIARY:
STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION
OFFICE OF COMPTROLLER
MS 24, 605 SUWANNEE STREET
TALLAHASSEE, FLORIDA 32399
LETTER OF CREDIT NUMBER:
PLACE AND DATE OF ISSUE:
AMOUNT:
EXPIRATION DATE: (Initial period minimum 18 months for permits)
,-
The Issuer hereby issues this Irrevocable Standby Letter of Credit in favor of the State of
Florida, Department of Transportation, for any sum or sums up to the aggregate amount of _
(spell out dollar amount) United States Dollars ($ ), available by draft at
sight drawn on the Issuer. Any draft under this Credit shall:
1. Identify this Irrevocable Standby Letter of Credit by the name of the Issuer, and the
Letter of Credit number, amount, and place and date of issue; and
2. State one of the following:
"This drawing is due to (Applicant's name)
perform certain obligations under an agreement
# or Contract # as applicable) between
and the State of Florida, Department of Transportation."
failure to
(include Permit #, Project
(Apolicant's name)
or
"This drawing is being made because the Issuer of the Letter of Credit upon
which draft is made has failed to maintain the financial or organizational
requIrements established in Rule 14-116, Florida Administrative Code."
or
"This drawing is being made because we have been notified that the Letter of
Credit will not be renewed beyond the current expiration date and a satisfactory
replacement has not been provided as of 14 days prior to the current expiration
date." .
All drafts will be honored if presented to
(FLORIDA Bank/Branch - Name & Address)
O'3.oS
,--.
on or before
(Expiration Date)
or any extended expiration date.
This Letter of Credit shall be automatically extended for successive periods of one year, without
amendment, from the stated expiration date and each extended expiration date unless we send
the State of Florida, Department of Transportation written notice of our intent not to renew the
credit; which notice must be sent at least thirty (30) days prior to the expiration date of the
original term hereof or any renewed one (1) year term, by registered or certified mail, to the
Comptroller of the Florida Department of Transportation at the Office of Comptroller, Mail
Station 24, 605 Suwannee Street, Tallahassee, Florida 32399, or any other address specified in
writing by the Comptroller, Florida Department of Transportation. Notice to the State of
Florida, Department of Transportation that this Letter of Credit will not be renewed, shall be
deemed a default.
This Letter of Credit is subject to the rules of the "International Standby Practices" ISP98, if a
conflict between ISP98 and Florida law should arise, Florida law shall prevail.
Issuer:
By:
(Authorized signature of Issuer)
---
,..-.
'Chapter '14-116
Page lof2
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f~~
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~--'--"'-'''-_._'--'--1 h)l---'---' 8------1
L~:..___Bac:~__J L::i.~~j:.. Next I
.-.( I I I I I I I I I. I I I I I I I I I ...
LETTERS OF CREDIT
14-116.002 letters of Credit.
14-116.002 Letters of Credit.
(1) Purpose. This rule establishes the requirements of the Department of Transportation
Comptroller for the approval of letters of credit, which are provided by a financial institution
at the request of the applicant/service provider/contractor.
(2) Qualifications of Banks or Savings Associations Providing Letters of Credit.
(a) The letter of credit provided by the financial institution at the request of the
applicant/service provider/contractor shall be issued by banks or savings associations which
,.P'IJst:
1. Be organized and existing under the laws of this state;
2. Be organized under the laws of the United States and have its principal place of business
in this state; or
3. Have a branch office which is authorized under the laws of this state or of the United
States to receive deposits in this state.
4. Document and maintain a net worth at least 30 times the value of the letter of credit.
Documentation must include a copy of the prior year end and all current year quarterly
financial statements; however, if no reports have been filed for the current calendar year, all
quarterly reports for the prior calendar year must be submitted. To satisfy this documentation
requirement, the applicant/service provider/contractor will be responsible for requesting the
bank to submit copies of Consolidated Reports of Condition and Income (more commonly
called the "Call Report") to the Department. In the case of savings associations, the
applicant/service provider/contractor will be responsible for requesting the savings
association to submit copies of the savings association's Thrift Financial Reports to the
Department.
,'-'" 5. Have and maintain an average financial condition ranking of 35 or more from two
Jtionally recognized financial rating services, compiled quarterly by the Department of
Insurance, Division of Treasury.
(b) In the event the required average financial condition and net worth of the financial
. Chapter'14-116
Page 2 of2
~itution are not maintained, the Department shall notify the applicant/service
, Niderjcontractor of such noncompliance. Within 30 days after receiving the notice of
noncompliance, the applicant/service provider/contractor shall cause to have provided to
the Department a substitute letter of credit, with an institution meeting the requirements of
this rule.
(3) Requirements of Letter of Credit. Letters of credit shall be solely for the benefit of the
Department. Letter of credit language must be approved by the Department's Comptroller
and must include, at' a minimum, the following:
(a) The expiration date of the letter of credit shall be automatically extended without
amendment, for one year from the expiration date unless otherwise authorized in writing by
the Department. An extension shall be granted unless such extension would exceed the time
limit set forth in Section 337.106, Florida Statutes. If the letter of credit is not automatically
extended for such additional one year period, at least 30 days prior to the expiration date
then in effect, the bank or savings association shall notify the Department by registered or
certified U.S. Mail, postage prepaid, return receipt requested. This notification shall be sent to
the Florida Department of Transportation, Office of Comptroller, 605 Suwannee Street, Mail
Station 24, Tallahassee, Florida 32399-0450, or to any other address specified in writing by the
Comptroller, Florida Department of Transportation.
[b) If notice is given that the letter of credit will not be automatically extended and if the
r- rpose for which the letter of credit was issued still exists, the Department shall draw down
uny remaining balance on the letter of credit unless a substitute letter of credit meeting the
requirements of this rule is provided at least 14 days prior to the final expiration of the letter of
credit for which the substitute letter of credit is being provided.
(c) Once it is determined by the Department that the average financial condition ranking
of a financial institution is less than 35, the Department will notify the financial institution and
the applicant/service provider/contractor by registered mail that if a substitute letter of
credit is not received within 30 days of notification, the Department shall draw down any
remaining balance on the letter of credit if the purpose for which the letter of credit was
issued still exists.
(d) The letter of credit must provide for draws to be made on a bank or savings association
located in the state of Florida.
(e) Letters of credit provided in lieu of professional liability insurance must remain valid for
the time period specified in Section 337.106, Florida Statutes.
Specific Authority 334.044(2),334.187(4) FS. Law Implemented 334.044(28), 334.187, 337.106,
337.175 FS. History New 3-23-93, Amended 8-24-93, 10-11-94, 10-5-97.
r-
-< I I I I I I I I I -I I I I I I I I--+-'l"-
Last c hanged: October 02, 2003
OpTIGfJ ']
..--
STATE OF FLORIDA DEPA..~TNENT OF TRA:.'lSl?ORTATION
PERFORMANCE SECURITY AGREEMENT
(CHECK OR MONEY ORDER)
BY THIS AGREEMENT, . (Entity Name) ,
a (n) . (Nature of Entity),
located at "(Address)',
hereinafter referred to as the "Permit teen, hereby grants to" the Florida Department of'
Transportation, hereinafter referred to as the "Department", a security interest in Cashier's
Check, Bank Money Order, Certified Check, or Postal Money Order No.
dated , drawn on
payable to the Department, in the amount of
), hereinafter referred to"as the "Collateral".
,
(Bank Name) ,
Dollars ($
.....
The Collateral shall secure the full and
permit issued to the Permittee by the ~epartment
, Road Section No. .
work described as:
hereinafter referred to as the "Permit" (said term to include all
said permit as well), under the following terms and conditions:
timely performance of the Permittee under the
identified as Permit No. , dated
County, for the
supplements and amendments to.
1. The Collateral will be held in the possession of the Department pending default by the
Permittee or full and timely completion of the work under the Permit.
2. Upon final acceptance by the Department of the WO:K to be performed under the Permit,
~- the Collateral will be returned to the Permittee.
3. If the Permittee defaults in performance of. any of the work under the Permit, the
Department may deposit the collateral in the St.ate Transportation Trust Fund. The
negotiation of the Collateral by such a deposit shall be deemed to be a commercially
reasonable disposition of the collateral and Permittee hereby acknowledges that such a
disposition is through a recognized market in "Ihich such types of collateral are
customarily disposed of. The Department may then use the amount of the dep osit received
through such negotiation t.o offset any and all damages that the Department may suffer as a
result of the default then occurring or any future default of the Permittee, plus any and
all costs, expenses or charges which the Department is allowed by law to collect. The
Permittee shall remain liable for any deficiency in the amount of the Collateral.
4. vrithin 90 days of finalization of all damages suffered by the Department for all
defaults of the Permittee under the Permit, the Department will account to the Permittee
for the amounts offset and will return to the Permittee any remaining amount not offset.
5. The Collateral shall not secure any payment obligations of the Permittee to any third
parties except to the extent that the Department has made payments to such third parties
and no third party shall have any claim of any nature "whatsoever to the Collateral or the
proceeds of the disposition thereof as a result of this Agreement or the Permit.
Dated this _____ day of
r-
(Entity Name)
;t".
., ,;
() P7H))J \..}
.--..
;1-
RES 0 L UTI 0 N
ON MOTION of Commissioner
, seconded by Commissioner
, the following Resolution was adopted:
WHEREAS, the State of Florida.Department of Transportation
has, pursuant to Ru:)..e 14-96.008(3)"(e) of the Florida
Administrative Code, requested the to agree to
withhold the certificate of occupancy for any real property
improvement within its jurisdiction until all requirements of any
access permit issued by the State of Florida Department of
Transportation under Rule Chapter 14-96 of the Florida
Administrative Code have been fully and properly complied with;
and
WHEREAS, it has been determined that it is in the best
interest of the and the public to agree to
that request in'order to promote economic development;
"..-'
NOW THEREFORE, BE'IT RE$OLVED by the Board of Commissioners
of , that the certificate of occupancy for any
real property improvement within its jurisdiction be withheld
until all requirements of any access permit issued by the State
of Florida Department of Transportation under Rule Chapter 14-96
of the Florida Administrative Code have been fully and properly
complied with; and
BE IT FURTHER RESOLVED that a certified copy of this
Resolution be forwarded forthwith to the State of Florida
Department of Transportation.
STATE OF FLORIDA
COUNTY OF
I HEREBY CERTIFY that the foregoing is a true copy of a
Resolution adopted by the Board of Commissioners of
, Florida at a meeting held on the day
of , 199
,,--.
Clerk, Board of Commissioners
, Florida
/1 21 '- )16 - 'J) I ')
...
-1'-
SEMINOLE COUNTY, ENGINEERING DIVISION
CONSTRUCTION APPLICATION I PERMIT
DIRECTIONS: Legibly complete application as required. Submit this 4-page form with 2-sets of detailed construction
plans. See conditions on reverse of this permit. For assistance, contact the Seminole County Engineer.
Section I APPLICAN INFORMATION
. tili~ Name: \~~~\c~~~
Phone Number: Lto ~ #
24/7 Emergency No,
Section II PROJECT INFORMATION
RIGHT-Of-WAY CONSTRUCTION - ~ EASEMENT CONSTRUCTION - 0
(All construe/ion a<'tivity withill Seminole County Public Righls-oj:Way/Ea.remenls that require an M.o. T..
excavation, restoration or system upgrade/repair),
LOCATION O"RO"'SEO CONSTRUCTION, ~f, 0. '2> 12 Lj '" y \> G {I::::()e 6 ) vel
Section ,~- &P Township 2DS Range ~6
DESCRIPTION OF PROPOSED CONSTRUCTION:
Bore - County Paved I Stabilized Roadway
Bore & Jack Total No,
Directional Bore Total No,
Open Cut- County Paved I Stabilized Roadway
Paved Total No,
Stabilized Total No.
Pole Installations Total No, Poles Used/Upgrade _ Total No. Emergency Repairs - 0
...........................................................................................................................................................................................................................................................................
Trench Lf Width__Ft. Rcsidcntial Driveway - 0 Landscaping I Irrigation - 0
Blo~kllmp~de Pedestrian Or V~hicl~ Traffj~ (Note: Ij pedestrian trafJie is afjected wilhin{!)pile radius ola school. applicant agrees
. to coordinate with school officials) -~
D2P~~t:'fRCONSTRUCTI0N 1:>,\V'{'~~ (\~lAC'~ ~ ~(,+
_~\ 0+ -O,...~. . -:t- nA'[)~~~.lL<:J ~~
_ r()~~_~(Y\lrplp ( I I
* Section III LOCATION OF EXISTING UTILITIES
I 1\APPlicant agrees all existing utilities/facilities shall be located, exposed and verified prior to construction -
WATER ELECTRIC
SEWER CATV
TELEPHONE OTHER
GAS GAS Location Request ID NO~(ReqUired Information/or permit Processing)
THE SEMINOLE COUNTY ENGINEER MUST BE CONTACTE~ ~';tv~~ OF 14 HOURS AND A MAXIMUM OF
48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION.
Section IV ENGINEERING/CONTRACTORAND/OR OWNER
AUTHORIZED AGENT SIGNATURES
I/We Represent That The Above Statements And The Information. Statements And Presentations On Materials Sabmined Herewith Is True.
I/We Are Providing These Matters To Induce Seminole County To Issue A Construction Permit. I1We Agree With All Conditions Imposed
By Seminole County.
TITLE Dale: / /
~ . (1...,- ' .l..... - - - ~ OJ,,, ~N2jN~E~ONTRACTOR
TITLE t'f::'t In J I- '-(JO lrd V'Ip ua OalcQL / n / 20D 7 r....::JU.Cf. ~~
SIGNATURE OWNER/.AUTHORIZED AGENT
V Section V PERMIT ACTION
APPROVED -~. APPRQVED WITH SPECIFIC CONDITIONS - 0
f kr 'G.,,"lI<.,,\ v,e./..{
DENIED - 0
e (""Len (
PERMIT NO. 8177 fR.. /
APPROVAL DATE:!IJL /~ /
APPLICATION APPROVED BY:
NoD
CONSTRUCTION START DATE:
CONSTRUCTION COMPLETION DATE:_ / _
INSPECTOR:
INSPECTOR:
White - Project File
.. 1
Yellow - Finance File
/ ./
.r
Pink - Inspection File
/#'/ ~ ~licant
P:!ge I of I
.
Williams, Randy
Sent:
To:
Cc:
From: Martin, David
Friday, March 09, 2007 2:28 PM
Williams, Randy
Rick Krietemeyer; Greg Neblock; Heidi Rhodes; Khoury, Antoine; PBS&J Caballero, Javier;
Matheny, Cindy; Groeneveld, Skip; Lichtenheld, Mark; Miller, Heidi
Subject: Trail Crossing Approval. AmSouth Bank - S.R. 434 & Parkstone Blvd., Winter Springs
Randy:
AmSouth Bank - S.R. 434 & Parkstone Blvd., Winter Springs
Trail Crossing Construction Plans (3-7-07) Are Approved for Permit with the following Special
Conditions:
1. The trail crossing the entrance drive needs to be constructed according to the trail crossing detail (1)
on sheet C1.1 with 6" thick concrete with 4' wide medians dividing the 14' wide trail into two 7' wide
travel lanes. The medians shall have openings that align with the sidewalks which shall be 6' wide.
2. There is an existing OBI identified on our construction plans for the trail approximately 15' east of the
eastern MES. It is probably a yard drain or small inlet that is covered. The 081 you referenced as
:!:638.35' east of the MES has a 12" or 10" pipe invert to the west with flow. Please add note to plans
saying if the inlet or pipe is damaged during construction it shall be repaired at the contractor's
expense.
Thanks.
David W. Martin, P.E.
Principal Engineer, Public Works Department
Engineering \ Special Projects Section
Seminole County Government
520 W. Lake Mary Blvd., Suite 200
Sanford, Florida 32773
Office 407.665-5610
Fax 407-665-5772
DMartin02~~minolecountyf1.gov
www.seminolecountyfl.Qov
3/12/2007