FLD2003-09053
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FLD2003-09053
2575 ENTERPRISE RD
Date Received: 09/26/2003
ZONING DISTRICT: 0
LAND USE: 1</o&-
. ATLAS PAGE: 221A
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November 6, 2003
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Mr. Mike Reynolds, AICP
Senior Planner, City of Clearwater
Development Services Department
100 South Myrtle Avenue, Suite 210
Clearwater, FL 33756
ORIGINAL
Re: Tampa Bay Water Administrative Office Building
Case: FLD2003-09053 - 2575 Enterprise Road
Construction Plan Resubmittal
Dear Mr. Reynolds,
Per our DRC meeting on Thursday, October 30,2003, URS is resubmitting the revised
construction plans for City of Clearwater approval. We are resubmitting on behalf of Tampa Bay
Water. In accordance with our resubmittal, please find enclosed the following:
· Set of the revised construction plans, signed and sealed
· Flexible Development Application
· Previously approved Site Plan
· Revised Survey Plan as prepared by PBS&J, signed and sealed
· Location Map
. Revised reduced Site Plan
· Certified arborist review letter
· SWFWMD ERP original submittal cover letter
· Reduced Landscape Plan
. Building elevation graphics
· Photograph of the existing on-site sign
· Traffic Analysis
· Stormwater Management Report (5 copies only)
· Additional geotechnical information as prepared by Tierra, Inc.
· Pond Calcs for "Dry Pond", signed and sealed
Please find below our responses to your comments:
Stormwater:
a) Proposed stormwater pond must meet 24-hour recovery per City of Clearwater Drainage
Criteria. Please provide drawdown calculations demonstrating that the water quality volume
will be available in 24-hours. This must be addressed prior to CDB.
As discussed with the City's Brian Barker, the proposed pond will function more
efficiently as a "dry" pond. The proposed pond was previously submitted as a "wet"
pond. URS recently requested additional geotechnical work to be completed by Tierra,
Inc. to obtain a better understanding of the soil condition at the proposed pond bottom.
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
C:\PfClj\"'cl$'docs\Tnmpa Bay \\'alerICity Resub doc
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As shown in the enclosed geotechnical report prepared by Tierra (dated November 3,
2003), the average permeability rate of the soil at the pond bottom is 27.4 feet/day. This
would allow the pond to drawdown to the bottom elevation (EL = 70.0) from the control
elevation in the weir walls (El = 71.60) in 19.6 hrs - meeting City requirements for a
"dry" pond design. Please refer to the enclosed Pond Calculations for "Dry Pond."
As discussed with Mr. Barker, in lieu of revising and resubmitting the Stormwater
Management Report previously submitted for a "wet" pond, URS was requested to
submit additional drawdown calculations for a proposed "dry" pond, which are
enclosed. The weir inverts remained consistent from what was originally submitted, so
the AdICPR modeling information would not change. The proposed conditions
drainage basins also remain consistent, as well as the basin-node schematic and the
configuration of the pond.
The water quality treatment volume requirements are less for dry pond designs (first Yz
inch of runoff for dry ponds and 1 inch of runoff for wet ponds). URS provided
calculations showing that the proposed pond can even drawdown the WQTV required
for a wet pond since we propose to keep the control elevations in the weir walls the same
as previously submitted.
b) Provide copy of approved SWFWMD permit prior to building permit.
Comment noted.
General En2ineerin2:
a) Need to confirm location of existing 8-inch diameter water main under proposed building
prior to CDB.
Per City request in the 10/30/03 DRC meeting, the construction plans have been revised
to show the existing 8" water main to be removed under the building and properly
abandoned directly outside the building. Please refer to sheets C-04 and C-07 for
clarification.
Plannin2:
a) Site data table: state the required number of parking spaces.
The construction plans have been revised to include the required number of parking
spaces within the Site Data table (Note #7). Please refer to sheet C-05 for clarification.
b) All signage proposed will need to meet the City of Clearwater sign code. See Sections 3-
1801 through 3-1807.
Comment noted.
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c) Any wall signage should consist of channel letters.
Comment noted.
d) Any proposed signage needs to be architecturally integrated to the design of the building and
site.
Comment noted.
e) Provide a plan note on the site plan which provides explanative information about the
irrigation/training area, including the number of anticipated training/touring events per year.
Note included on Sheet C-05 that states "Irrigation training/education area to consist of
irrigation/landscape test plots, passive observations by practitioners and anticipate two
to three field classes per year."
f) Provide color elevations for all sides of the proposed building.
Color elevations will be provided under separate cover prior to the CDB Meeting.
Solid Waste:
a) Dumpster location needed, built to City spec and shown on all drawings and shown on detail
sheet. Dumpster location needs to be angled (modify proposed location on site plan).
Contact Tom Glenn, Solid Waste Program Coordinator, Telephone No. (727) 562-4930, ext.
7105 to confirm location.
The construction plans have been revised to include the dumpster location as per City
specifications. Please refer to sheet C-05 for plan view with labeling and sheet C-08 for
clarification.
The service drive was designed to allow a front-loaded dump truck to drive straight to
the dumpster, empty the trash, reverse back, and drive out to the left. This service
access was designed as a one-way drive to accommodate this truck movement. During
our 10/30/03 DRC meeting, this issue was discussed and the current configuration of the
proposed dumpster was approved by City staff.
Land Resources:
a) State why the pond is to be rehydrated.
Comment omitted by City of Clearwater staff during 10/30/03 DRC meeting.
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b) Tree survey is inaccurate, most of the pine trees were larger than stated, revise data prior to
building permit.
The on-site trees were resurveyed and input into the revised construction plans. Please
refer to sheet C-03 for clarification.
c) Show all trees and their canopies on all plans.
All trees and their canopies are shown on all plans.
d) The trees proposed to be preserved in the median island are average to below average trees
and may not tolerate construction.
Trees have been shown to be root pruned and protected with tree barricades. Please
refer to sheet C-04 for clarification.
e) Re-route storm line away from the existing trees on the east property line prior to D.O.
The construction plans have been revised to show the proposed storm line along the
eastern property line relocated away from the existing trees. Please refer to sheet C-06
for clarification.
f) Parking lot should be concrete "on grade" with a WANE aeration system at all trees with
canopies impacted by pavement. Submit prior to building permit.
A 'WANE' or equivalent type of aeration system will be used at all trees with canopies
impacted by pavement.
As per City request, the construction plans have been revised to show concrete "at
grade" or slightly above grade in the area where the pine trees are to be preserved at
the northwest corner of the parking lot. Please refer to sheet C-06 for clarification.
g) Re-route water line to avoid tree impacts prior to D.O.
The construction plans have been revised to show the proposed water lines reconfigured
away from the existing trees. Please refer to sheet C-07 for clarification.
h) Revise irrigation plan to avoid tree impacts prior to building permit.
Irrigation plan revised to avoid impacting existing trees.
i) Revise Tree Preservation Plan to reflect modification prior to building permit.
Plan has been revised to reflect modifications.
clarification.
Please refer to sheet C-04 for
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Environmental:
a) In lieu of a 25-foot wetland buffer, removal of all exotic vegetation from the site will be
required.
Notes addressing removal of all exotic vegetation from the site have been provided on
Sheet C-04.
Landscapinl!:
a) Show the actual canopies of all existing trees on, and including trees within 25' of adjoining
properties.
Actual canopies of all trees have been shown on the plans. Please refer to sheet L-Ol for
clarification.
b) Proposed trees should not impact the existing trees indicated on the plan.
Proposed trees have been moved so that they will not impact any of the existing trees
indicated on the plan. Please refer to sheet L-Ol for clarification.
c) There is a weeping yaupon holly in the center of the circle drive located in the midst of the
three-sabal palms. Is this intentional? It does not appear on the color renderings submitted.
Adjust plans accordingly.
Placement of the weeping yaupon is intentional. Color renderings will be adjusted
accordingly.
d) Plan does not meet the requirements of perimeter plantings in Code Section 3-l202.D.
Plan has been revised to comply with requirements of perimeter plantings in Code
Section 3-1202.D. Please refer to sheet L-Ol for clarification.
e) Screen the overhead doors from view.
Trees have been added to screen overhead doors from view. Please refer to sheet L-Ol
for clarification.
We appreciate your review of the revised Tampa Bay Water Administrative Office Building
construction plans. Please call me at 813-675-6859 if you have any questions.
sincel~
J~a S. Bradley
Project Engineer, Development and Planning Services
cc: Paula Dye, Tampa Bay Water
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TAMPA BAY WATER
ADMINISTRATION OFFICE BUILDING
FLEXIBLE DEVELOPMENT APPLICATION
Prepared for:
TANlPA
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Prepared by:
URS Corporation Southern
7650 W. Courtney Campbell Causeway
Tampa, Florida 33607-1462
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September 24,2003
NOV 0 6 2003
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Q SUBMIT ORIGiNAl SIGNED AND NOTARIZED APPLICATION
Q SUBMIT 12 COPIES OF THE ORIGINAl APPlICATION indu<flllg
1) collated, 2) stapled and 3) folded sets of site pIaos
Q SUBMIT APPLICATION FEE $
CASE #:
DATE RECENED:
RECEIVED BY (staff initials):
ATlAS PAGE II:
ZONING DISTRICT:
lAND USE ClASSIFICATION:
SURROUNDING USES OF ADJACENT
,. PliOPERTIES:
NORTH:
. SOUTH:" ." j -\
WEST: .
EAST:
Planning Department
100 South Myrtle Aveooe
Clearwater, Florida 33756
Te~hone:727~2~567
Fax: 727-562~865
- * NOTE: 13 TOTAl SETS OF INFORMATION REQUIRED
(APPLICATIONS PlUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPIJCATION
(Revised 11/(5102) I'
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,
-PLEASE TYPE OR PRINT-
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A).
APPLICANT NAME: Tampa Bay Water, . Jerry'L. Maxwell, General Manager
MAILING ADDRESS: 2535' Landmark Drive, Sf211 , Clearwater, Fl 3'3761
727-791-2317 727-791-2388
PHONE NUMBER: FAX NUMBER: ,
PROPERTY O~ER(S): ABR Plymouth Plaza, lTD. .
,
(Must indude AlL owners)
. .
AGENT NAME: Steye Luce, URS Corporation
7650 Courtney Campbell Causeway, W., Tampa, Fl' 33607
MAILING ADDRESS:
PHONE NUMBER: 813-636-2418 FAX NUMBER: 813-636-2499
813-767-5763 steve_luc~urscorp.com
CEll NUMBER: E-MAIL ADDRESS:
. .--.. . . . ..:.
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
STREET ADDRESS: Eastside of Enterprise Roan
LEGAl DESCRIPTION: See.Pur<;hase & Sale Agreement - Exhibit A
PARCEL NUMBER: 302816000003400110
'. PARCEL SIZE: 3.8 acres +
(acres, ,uare feel) ft+ of office space
7 000 sq.
PROPQSED USE(S) AND SIZE(S): '
(number of dwelling units, hotel rooms or square footage 0( nooresidenlialuse)
, , ..
DESCRIPTION OF REQUEST(S): Inc::rease.. maximum .hd~ht. to _ ~5 . feet (62 feet at peak of. roof. 48
[Include an requested code deviations; ~.g. reductiOO"in required number 0( parldniJ spaces, specific use, etc.)
at eaves). Reduce side yard (adjacent to parking garage) to 1 0 feet.
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Page 1 of 6 - Flexible Development Application - City of Clearwater
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DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (T'3f), A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PlAN? YES _ NO _ (if yes, attach a copy of the applicable
documents)
Previousl
roved site hm. See attached
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
o SUBMIT A COpy OF THE TITLEJNSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY
D. WRmEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
o Provide complete responses to the six (6) GENERAl APPlICABILITY CRITERIA - Explain how each criteria is achieved, In detaH:
1. The proposed development of the land wi. be In harmony with the scale, bulk. coverage, density and character of aajacent properties In which it
islocaled. SEE ATTACHED
2. The proposed development wiI not hinder or discourage the appropriate development and use of aajaCeflt land and buildings or significantly
impair the value thereof.
SEE ATTACHED
3. The proposed development win not adversely affect the health or safety or persons residing or worldng in ~ neighborhood of the proposed
use.
SEE ATTACHED
4. The proposed development is designed 10 minimize traffic congestion.
SEE ATTACHED
5. The proposed development is consistent with the community character of the immecflClte vicinity of the parcel proposed for development.
SEE ATTACHED
6. The design of the proposed development minimizes adverse effects, incIuOlIl9 visual, acoustic and olfactory and hours of operation mpacts,
on adjacent properties.
SE.E ATTACHEI)
"
o Address the applicable fleXIbility aitelja for the specific land use as listed in each Zoning District to which the waiver is requested (use separate
sheets as necessary) - Explain how aiteria is achieved, in detail:
SEE ATTACHED
Page 2 of 6 - Aexible Development Appficalion - City of Clearwater
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D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
Provide complete responses to the six (6) General Applicability Criteria - Explain how
each criteria is achieved, in detail:
1. The proposed development of the land will be in harmony with the scale, bulk
coverage, density and character of adjacent properties in which it is located.
The subject site is a vacant office lot in the Plymouth Plaza Office Park. A five story
approximately 60,000 square foot building was previously approved on this site by the
City of Clearwater. The proposed use is a 37,000 square foot, 3 story office building.
The subject land use is consistent with the Future Land Use Plan, zoning and compatible
with the adjacent, industrial, office, retail and open space land uses.
2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair the
value thereof.
The proposed office use is el1tirely consistent with the adjacent land uses. As stated
above, the subject site is a vacant office lot within an office park. It has been envisioned
for approximately 20+ years, land planning and engineering completed and infrastructure
developed in anticipation of an office use being located on the subject site.
3. The proposed development will not adversely affect the health or safety or persons
residing or working in the neighborhood of the proposed use.
The proposed use is an office building for professional office/administrative activities.
This land use will not adversely affect the health or safety or persons residing or working
in the neighborhood.
4. The proposed development js, designed to minimize traffic congestion.
Primary access is via Enterprise Road: The segment of Enterprise Road located adjacent
to the proposed office use will operate at Level-of-Service A with project traffic. Access
to the subject site is also possible via US 19 and Countryside Boulevard. Internal office
park circulation roads allow for the minimization of project traffic impacts.
5. The proposed development is consistent with the community character of .the
immediate vicinity of the parcel proposed for development.
The community character in the area is comprised of office, big box retail, golf course
and industrial land uses. The subject land use is compatible with the character of the
surrounding community.
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6. The design of the proposed development minimizes adverse effects, including visual,
acoustic and olfactory and hours of operation impacts on adjacent properties.
Office land uses are one of the least intrusive uses within a community. The subject
project is less intense than the office use previously approved on the subject site. The
proposed site design and architecture will enhance the quality of the existing community.
Address the applicable flexibility criteria for the specific land use as listed in each Zoning
District to which the waiver is requested (use separate sheets as necessary to explain how
criteria is achieved, in detail:
Office zoning district maximum height is 30 feet. The subject request is to increase this
height to 55 feet (62 feet at the roof peak/48 feet at eaves). Rather than a typical flat roof
an attractive pitched roof is proposed. The office building is proposed at three stories.
The proposed 3 stories vs. 2 or 1 stories, allows for the ability to set aside more open
space, in particular protection/preservation of a cluster of a few remnant cypress trees that
are located on the western po~ipn of the Ipt, \ypich are distressed and most likely will not
be claimed as jurisdictional by. the Southwest; Florida Water Management District. The
site design, as proposed, will protect this area and the storm water management system
developed for the site will allow for re-hydration of this distressed area. The increase in
building height contributes to the opportunity to accomplish this environmentally
sensitive site design approach. In addition, this site design will allow for Tampa Bay
Water staff to create an educational/training area on-site for best irrigation practices. A
public services that is intended to convey water conservation ideas and practices to the
entire Tampa Bay community.
The office zoning district side yard setback is 20 feet. The subject request is to reduce
this setback to 10 feet. Justification for this setback reduction in part is to bring the office
building and surface parking <;loser to the adjacent parking garage. The adjacent parking
garage was designed and built to accommodate parking for the subject office site. The
setback reduction is for the parking lot only, not the office building. The subject site is
located within the Plymouth Plaza Office Park. This is a campus style office park. The
proposed 37,000 square foot office buildi~g and parking lot are intended to integrate into
this office park - establishing significant separations between office and parking uses
within this office park is contrary to the intent of this office park design. In addition, it
should be noted the subject site design incorporates a pedestrian/covered walkway
connecting the proposed 37,000 ft. office building with the adjacent parking garage -
consistent with the intent of the overall office park/campus design approach of bringing
together and linking office buildings with parking garages. Landscaping will be provided
within this side yard setback. . In addition, the covered walkway connecting the office
building with the parking garage will include complimentary landscaping materials
further linking the adjacent property together as a unified office park development.
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E.
SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
a
a
SIGNED AND SEAlED SURVEY Qnduding legal descr1>tion ofproperty}- One original and 12 copies;
TREE SURVEY Qncluding existing trees on site and within 25' of the aOj3Cent site, by species, size (DBH 4" Of greater), and location,
induding drip lines and indicating trees to be removed};
a
LOCATION MAP OF THE PROPERTY;
PARKING DEMAND STUDY in coojunction with a request \0 make deviations to the parking standards [Ie. RedJce nU'1lber of spaces). PriQr
to the submittal of this apprJCation, the methodology of such study sh31 be approved by the Community Development CoortflllatOf and shall be
in accordance with accepled traffIC engineering principles. The find'1I1QS. of the study wiD be used in delennlning whether Of not deviations \0
the parldng standards are approved;
a
a
a
a
GRADING P~, as applicable;
PRELIMINARY PLAT, as required (Note: Building permits Will not be Issued 0011 evidence o! recoofIng a final plat is provided);
COPY OF RECORDED PlAT, as apPlicable;
(not required)..
F. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
a SITE PlAN with the following information (not to ex~
AD dimensions; ~
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet). and date prepared;
location map;
Index sheet referencing in<ividuaI sheets indJded in pact.age;
Footprint and size of al EXISTING buiIOlOgS and sbucIures;
Footprint and size of al PROPOSED buildings and sInJcttres;
AI required setbacks;
AI existing and proposed points of access;
AI required sight triangles;
Identification of environmentaly unique areas, such as watercourses, wetlands, tree masses. and specimen
trees, Including descripIioi1 and location of ooderstocy, ground cover vegetation and wildli{e habitats, etc;.
location of all pub/ic and private easements;
location of all street ~y within and aOj3CeIlt to. the site;
Location of existing public and private utilities, indOOlll9 fire hydrants, stonn and sanilafy sewer lines, manholes and ill stations, gas
and water ires;
AI parking spaces, driveways,loading areas and vehicular use areas;
Depiction by sha<f1l1Q Of crosshatching of aft reqlired pat1dng 101 interior landscaped areas;
location of an solid waste containers, recycling Of trash handrll1Q areas and outslde mechanical equipment and all required screening (per
Section 3-201(D)(i} and Index #J01};
location of all landscape material;
location of an onsiIe and olfsite storm-water management. faclities;
location of all outdoor lighting fixtures; and
location of an existing and proposed sidewalks.
a SITE DATA TABlE for existing, reqlired, and proposed development. In writtenllabular form:
land area in square feet and acres;
Number of EXISTING dwelling units;
Number of PROPOSED dwelling units;
Gross floor- area devoted to each use;
Parking spaces: total number, presented in tabular form with the number of required spaces;
Total paved area, induding al paved partdng spaces and driveways, expressed in square feet and percentage or the paved vehicular area;
Size and species or all landscape material;
Orftcial records book and page 0lJl00ers or al existing utility easement;
Blilding and structure heights;
Impenneable surface ratio (I.S.R.); and
Floor area ratio (FAR.) for all nonresidential uses.
a REOucED SITE PlAN to scale (8 %X 11) and color rendering if possible;
a FOR DEVELOPMENTS OVER ONE ACRE. provide the following addilional infonnalion on site plan:
One-foot contours Of spot elevations on site;
Off site elevations if required \0 evaluate the proposed stonnwater management for the parcel;
All open space areas;
location or all earth Of water retaining walls and earth berms;
lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs;
Tree Inventory; prepared by a "certified arborist", or aU trees 8" DBH or greater, rellecling size, canopy (drip lines) and coodition of such trees.
Page 3 or 6 - Flexible Development Application - City or Clearwater
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G. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21)
o STORMWATER PlAN including the following requirements:
Existing topography extending 50 feet beyond all property lines;
Proposed grading including finished floor elevations of an slruclures;
AD adjacent streets and municipal storm systems;
Propo~ stOl)1)Water delentionfretention area including lop of bank, toe of slow, and outlet control slru!:;lure;
Stormwater calculations for attenuation and water quality;
Signature of Florida registered Professional Engineer on aU plans and calculations
o COPY OF PERMIT INQUIRY lETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval Is required prior to Issuance of City Building Pennit), if app6cable
o COpy OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable
"I..e'- -UND$CAPINCfPLAN-SUBMITTAL REQUIREMENTS: (Section 4-1102A)
a lANDSCAPE PlAN:
AI existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom e1eva6ons;
Derlfleation and dimensions of an required perimeter landscape buffers;
Sight visibility triangles;
Delineation and dimeosloos of aa parking areas induding landscaping Islands and curbing;
Proposed and required partdng spaces;
Existing trees on-site and Immediately aajacent to the site, by species, size and locations, including dripine;
location, size, description, specifications and quantities of aa existing and proposed landscape materials, inckJding botanical and
common names; , I
Typical planting details for trees, palms, shrubs and ground cover plants including lnstrucIions, soil mixes, backfiling, mUlching and
protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and
percentage covered; ,
Conditions of a previous development approval (e..g.. con<frtions inposed by the Community Development Boaro~
Irrigation notes.
o
REDUCED lANDSCAPE PlAN to scale (8 14 X 11) (color rendering if possible);
'.
o IRRIGATION PlAN (required for level two and three approval);
a COMPREHENSIVE lANDSCAPE PROGRAM app6calion, as app6cable.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application indudes a development where design standards are in Issue (e.g.. Tourist and Downtown DIstricts) or as
part of a Comprehensive InliD Redevelopment Project or a Residenliallnlill Project.
a BUilDING ELEVATION DRAWINGS - all sides of aU buildings including height dimensions, colors and materials;
a REDUCED BUILDING ELEVATIONS - four sides of buikfll19 with colors and materials to scale (814 X 11) (black and while and color
rendering, if possible) as required.
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806)
a AD EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), Indicate whether.they will be
. removed or to remain..
a All PROPOSED freestanding and attached signs; Provide details induding location, size, height, colors, materials and drawing
a Comprehensive Sign Program application, as applicable (separate application and fee required).
o Reduced signage proposal (8 14 X 11) (color), if submitting Comprehensive Sign Program appHcalion.
Page 4 of 6 - Flexible Development Application - City of Clearwater
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K. TRAFFIC IMPACT STUDY: (Section 4-801.C)
Q Indude as required if proposed development win degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement
L. SIGNATURE:
I, the uodersigned, acknowledge that an representations made in this
apprlC3tion are true and accurate to the best of my knowledge and
authorize City representatives to visit and photograph the property
described in this apprlC3tion.
51 ATE OF FLORIDA, COUNTY OF PINElLAS
Sworn to and subscribed before me this _ day of
AD. 20_ to me and/or by
, who is personany known has
produced as
identification.
,.'-'-' ,,~"
Signature of property owner or representative
Notary pubrlC,
My commission expires:
Page 5 of 6 - Flexible Development App6calion - City of Clearwater
M. AFFIDAVIT TO AUTHORIZE AGENT: I
ABR PL YMOUTH.PLAZA :'---L TD.
- -
(Names of an property owners)
1. That (I amlwe are) the owner(s) and record title hoIder(s) of the following described property (address or general location):
East side of Enterprise Road, south of Main St, North of Countryside Boulevard.
"
2. That Ihls property ~tutes the property for which a request for a: (desaibe request)
37,000 square foot office building.
.... .- - - . ~.,;; . . -.. .-..-
Steve Luce, URS Corporation I
3. That the undersigned (haslhave) appointed and (doesIdo) appoint
as (hlsIlheIr) agent(s) to execute any petitions or other documents ne<:essaly to affect such petition;
.
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
5. That site visits to the property are necessary by City representatives in order to process this application an4 the owner authorizes City
representatives to visit and photograph the property described in this application;
-
6. That (I/we), the undersigned auIhority, hereby certify that the foregoing is true and COITecl
Property Owner
Property Owner
STATE OF FLORIDA,
COUNTY OF PINELlAS
Before me the undersigned, an officer duly commissioned by the laws of the Stale of Florida, on this day of
, personally appeared who having been first duly sworn _
Deposes and says that he/she fully understands the contents of the affidavit that he/she signed.
Notary Public
My Commission Expires:
;:':'Mannmg uepa lion r-omJSooevetopment re s men( 8pptlCauon "-IAILQOC
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Page 6 of 6 - Flexible Development Application _ City of Clearwater
..
.
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CITY OF CLEARWATER
loNG RANGE PLANNING
DEVELOPMENT REvIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLFARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 19, 2003
Mr. Keith Greminger
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
RE: Development Order - Case FLD2003-09053- 2575 Enterprise Road
Dear Mr. Greminger:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On December 16, 2003, the Community Development Board reviewed your
Flexible Development application to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F. Based on the application and the staff
recommendation, the Community Development Board (CDB) APPROVED the application with
the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all signage meet Code, consist of channel letters for any wall signs, and be
architecturally integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
4. That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by December 16, 2004). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
........
~ .~
.,
....
/..
December 19, 2003
Greminger, Page 2
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
The issuance of this Development. Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on January 2,2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior
Planner, at 727-562-4836. You can access zoning information for parcels within the City
through our website: www.myc1earwater.com.
Sincerely,
~~
Cynthia H. Tarapani, AICP
Planning Director
cc: Paula Dye, AICP, Chief Environmental Planner, Tampa Bay Water
S:\Planning Department\C D B\FLEX\lnactive or Finished Applications\Enterprise 2575 Tampa Bay Water (0) - ApprovecMnterprise 2575
Development Order December 19, 2003.doc
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PROJECT
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LOCATION MAP
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September 23, 2003
~~~aw
3224 Price Avenue · Tampa Florida, 33611-3721
(813) 831-2334 · Fax: (813) 837-0364
URS Corporation
Steven K. Luce. AICP
7650 W. Courtney Campbell Cswy.
Tamp~ FL 33607-1462
(813) 636-2418 Fax (813) 636-2499
RE: Tampa Bay Water Clearwater Office Site
Dear Mr. Luce.
This letter is to infonn you that on 9/23/03 I. Tim Therrien, perfonned a tree
inspection at the proposed site for the Tampa Bay Water Clearwater Office.
This inspections was to detennine that the size, species, and general locations of
the trees on this site were accmate according to the Topographic and Tree Survey that
was prepared by Post, Buckley, Shuh & Jernigan (PBS&J), Inc., on 8/15/03, sheet 2 of2.
My findings during this inspection is that the previous noted survey is accurate in
the size, species, and locations of the trees on this site. If you have any questions
concerning this inspection, please feel free to call my office.
Sincerely,
,
~~/~
Tim Therrien
Owner/Speedy Tree Care
l.S.A. Certified ArOOrist #FL-0792
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Iloard 01 Ulrectors KOberl :>tewart, ~rank rarker, KiCk tlaker, "amy Laslor,
Ann Hildebrand, Pam Iorio Susan Latvala, Ted Schrader, Ronda Storms
General Manager Jerry L ~ax~
General Counsel Donald D. Conn
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TAMPA
BAY.
WATER
2535 landmark Drive, Suite 211, Clearwater, FL 33761-3930
Phone: 727.796.2355/ Fax: 727.791.2388 / SunCom: 513.7010
www.tampabaywater.org
Supplying Water Io The Region
September 23, 2003
Ms. Michelle Hopkins, P .E.
Southwest Florida Water Management District
7601 Highway 301 North
Tampa, FL 33637-6759
Re: Tampa Bay Water Administrative Office Building
Environmental Resource Permit Application - General Permit
Pine lIas County, Florida
Section 30, Township 28 S, Range 16 E
Dear Ms. Hopkins:
Attached is the Environmental Resource Permit (ERP) - General Permit Application
forTampa BayWater'sAdiiiliiistrative OfficeBUililing:-URS-Corporation nas
.~_compiled.the application.on.behalLof Tampa Bay. Water. In.accordance_with.ollr
submittal, please find enclosed the following:
. Four (4) sets of construction plans, signed and sealed;
. Four (4) copies of the Environmental Resources Permit Application, including
information requested in Section C;
. Four (4) copies of the Stormwater Management Report for the Tampa Bay
Water Office Development;
. Two (2) copies of the existing Site Survey;
. Two (2) copies of the SWFWMD aerial;
. Two (2) copies of the REDI Aerial Map and Adas;
. One (1) copy of the SWFWMD pre-application meeting notes;
. One (1) copy of the City of Clearwater Storm Sewer Atlas for the project area;
. One (1) copy of the Environmental Report;
. One (1) copy of the Deed and Contract to Purchase; and
. A check in the amount of $800.00 made payable to the Southwest Florida Water
Management District
In summary, the Tampa Bay Water Administrative Office development pr~jerct ar~a... ".- r "
totals :t 3.80 acres and includes utilizing an isolated relict cypress are~ ,fC{r. ili~ >I __
NOV 0 6 L003
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September 43, 2003 It
Page 2
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treatment and attenuation servmg the proposed office buildings along with
associated parking.
We appreciate your review of this submitted information. If you have any questions
or comments, please call me at 727-796-2355, or the project engineer, Mr. Josh
Bradley, at 813-286-1711.
Sincerely,
t:~ ~~
Chief Environmental Planner
xc (without enclosure):
Joshua S. Bradle~, P.E., Project Engi!!eer, URS Comoration
T:\Eng...Proj\ Vecellio\New Office Building\Letter to S\VF\VMD.doc
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November 13, 2003
Mr. Mike Reynolds, AICP
Senior Planner, City of Clearwater
Development Services Department
100 South Myrtle Avenue, Suite 210
Clearwater, FL 33756
NOV 1 3 2003
Re: Tampa Bay Water Administrative Office Building
Case: FLD2003-09053 - 2575 Enterprise Road
Construction Plan Resubmittal- Additional Information
Dear Mr. Reynolds,
As discussed in our 11/1 0/03 telephone conversation, per the City's request please find
enclosed fifteen (15) color copies of the elevations for the proposed building and fifteen
(15) color copies of the reduced landscape plan.
We appreciate your review of the revised Tampa Bay Water Administrative Office
Building construction plans and this additional information. Please call me at 813-675-
6859 if you have any questions.
Sincerely,
Jtd)~
Joshua S. Bradley
Project Engineer, Development and Planning Services
CC: Paula Dye, Tampa Bay Water
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
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November 25, 2003
Mr. Mike Reynolds, AICP
Senior Planner, City of Clearwater
Development Services Department
100 South Myrtle Avenue, Suite 210
Clearwater, FL 33756
Re: Tampa Bay Water Administrative Office Building
Case: FLD2003-09053 - 2575 Enterprise Road
Construction Plan Resubmittal- Additional Information
Dear Mr. Reynolds,
As discussed, per the City's request please find enclosed fifteen (15) color copies of the
revised elevations for the proposed building.
We appreciate your review of the revised Tampa Bay Water Administrative Office
Building construction plans and this additional information. Please call me at 813-675-
6859 if you have any questions.
Sincerely,
Joshua S. Bradley
Project Engineer, Development and Planning Services
CC: Paula Dye, Tampa Bay Water
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa. FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
S:\Projects\TB_ \Valt'1 l>\.lc~{'rTY.(,ity ReSllb3.doc
--
URS Corporation
"
7650 West Courtney Campbell Causeway
Tampa, Florida 33607
(813) 286-1711 Fax (813) 636-2499
Date September 25,2003
Clearwater, Florida
Attn: Mr. Mike Reynolds
FileNo. 12003801.00001
Project: Tampa Bay Water
Subject:
TO: City of Clearwater
100 South Myrtle
We are sending you
the following items:
X attached
VIa
o Hand Carry
USPS
x
Federal Express Overnight
Plans
Specifications
Reports
Prints
Calculations
Test Results
Proposal Request
Estimate
Copy of Letter/Transmittal
Agreement
Item
Copies
Date
Description
2
13
13
09-25-03
09-25-03
Color Co
Co ies of Architectural Elevations
i'
!
, t- ,!' <._, ,. t
'''Cii-YOF(:U~:~f~i:\i;:;~ . '.r.)
THESE ARE TRANSMITTED as checked below;
7'"'7 S- 7"' J
For your approval
For your review & comments
For your Information
For your signature
For your use
For your quotation
Approval/Comments as noted
As requested
Returned
Executed
Response Requested
Please Return ASAP (Call For Pick Up)
x
Remarks:
With questions call Joshua Bradley, PE (813) 675-6858
By:
James A. Bradley CC:
Title Intern
URS
e
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Phone (813) 286-1711
-
LETTER OF TRANSMITTAL
Fax (813) 636-2499
Date:
October 8, 2003
Addressed To: Subject:
City of Clearwater Tampa Bay Water
Building Plan Review Committee
100 S. Myrtle Avenue, Suite 210
Clearwater, FL 33756
Attention: Project Number:
Mr. Mike Reynolds 12003801.00001
~ Hand Delivery D Regular Mail
Weare sendmg you
the following items:
D Attached
D Separately
Via
~ Plans
D Specifications
D Reports
D Prints
D Calculations/Data
D_
D FedEx
DupS
~ Courier
D -
D Test Results
D Proposal Request
D Estimate
D Copy of Letter/Memo/Transmittal
D Task Work Order No. _
D_
Item Copies Date Description
1 3 Tampa Bay Water Revised Plans
2 1 Architectural Renderings
3
4
5
D For your approval
D For you review
D For your comments
D For your signature
~ For your use
D For your quotation
D_
D Approval/Comments as noted
D As Requested
D Returned
D Executed
D Response Requested
D Please Return
D_
Remarks: Enclosed are copies of the above-referenced documents for the Tampa Bav Water
proiect. Ifvou have any Questions. please call (813) 636-2418.
By: Steve Luce
Title: Proiect Mana2er
cc: file
TAMPA
BAY~
WATER
Supplying Water To The Region
Boord of Directors Robert Stewart, FIr. Porker, Rick Boker, Kathy Costar,
Ann Hildebrand, Pam lorio, Susan l , Ted Schroder, Rondo Storms
Generol Monoger Jerry L. Maxwell
Generol Counsel Donald D. Conn
e
2535 landmark Drive, Suite 211, Clearwater, Fl 33761-3930
Phone: 727.796.2355/ Fax: 727.791.2388 / SunCom: 513.7010
www.tampabaywater.org
September 23, 2003
Mr. Mike Reynolds
City of Clearwater
Development Services Department
100 S. Myrtle Avenue, Suite 210
Clearwater, FL 33756
Re: Submittal of Flexible Development Application - Tampa Bay Water
Administrative Office Building
Dear Mr. Reynolds:
Tampa Bay Water proposes to develop an office building on an approximately 3.8
acre vacant office site within the Plymouth Plaza Office Park. This office park is
located north of Countryside Boulevard, west of US 19 and east of Enterprise Road.
The lot upon which the new Tampa Bay Water office headquarters is to be
developed fronts Enterprise Road.
Enclosed is a Flexible Development Application requesting site plan approval of a
37,000 square foot office building on the site described above. The specific request
under this application process is to: 1) gain a 10-foot reduction of a side yard
setback; and 2) allow for an office building height of 55 feet (62 feet at the peak/48
feet at the eaves). It should be noted that a site plan was previously approved for an
office building on this same parcel by the City of Clearwater (approval granted in
1993). This prior approval had an approved building height of 65 feet.
As a public not-for-profit government agency, it is requested that the application fee
associated with this submittal be waived. The Florida Statutes (F.S. 373.1963)
establishes the enabling legislation for Tampa Bay Water as a governmental agency.
An Interlocal Agreement has been adopted which fully establishes the specific
mission and not-for-profit status of Tampa Bay Water. Per prior discussions with
City of Clearwater staff, it was determined that this fee could be waived as Tampa
Bay Water is a public agency.
T:\Eng...Proj\ Vecellio\New Office Building\Letter to City of Clearwater.doc
Mr. Mike Reynolds
September 23, 2003
Page 2
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Please call me at 727-796-2355, or Mr. Steve Luce of the URS Corporation at 813-
286-1711, if you have any questions regarding this submittal.
s~ Vl~
Paula Dye, AICP f/ 7 ~
Chief Environmental Planner
T: \En~Proj\ Vecellio \New Office Builcling\Lctter to City of Clearwater.doc
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TABLE OF CONTENTS
SHEET 1 FLEXIBLE DEVELOPMENT APPLICATION
SHEET 2 PREVIOUSLY APPROVED SITE PLAN
SHEET 3 SURVEY
SHEET 4 LOCATION MAP
SHEET 5 REDUCED SITE PLAN
SHEET 6 CERTIFIED ARBORIST REVIEW LETTER
SHEET 7 SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT -
ERP SUBMITTAL COVER LETTER
SHEET 8 REDUCED LANDSCAPE PLAN
SHEET 9 BUILDING ELEVATION GRAPHICS
SHEET 10 PHOTOGRAPH OF EXISTING ON-SITE SIGN
SHEET 11 TRAFFIC ANALYSIS (one copy)
SHEET 12 STORMWATER ANALYSIS (one copy)
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SHEET 1
FLEXIBLE DEVELOPMENT APPLICATION
TAMPA BAY WATER
ADMINISTRATION OFFICE BUILDING
FLEXIBLE DEVELOPMENT APPLICATION
Prepared for:
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UI SEP 2 4 2003 Ii iJ
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PLf\l'~NING& DEVElOFi\;f~;~! SvC~
CITY OF CLEAhWAI EH
TANlPA
BAY~
\NATER
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Prepared by:
URS Corporation Southern
7650 W. Courtney Campbell Causeway
Tampa, Florida 33607-1462
September 24, 2003
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TABLE OF CONTENTS
SHEET 1 FLEXIBLE DEVELOPMENT APPLICATION
SHEET 2 PREVIOUSLY APPROVED SITE PLAN
SHEET 3 SURVEY
SHEET 4 LOCATION MAP
SHEET 5 REDUCED SITE PLAN
SHEET 6 CERTIFIED ARBORIST REVIEW LETTER
SHEET 7 SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT-
ERP SUBMITTAL COVER LETTER
SHEET 8 REDUCED LANDSCAPE PLAN
SHEET 9 BUILDING ELEVATION GRAPHICS
SHEET 10 PHOTOGRAPH OF EXISTING ON-SITE SIGN
SHEET 11 TRAFFIC ANALYSIS (one copy)
SHEET 12 STORMWATER ANALYSIS (one copy)
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SHEET 1
FLEXIBLE DEVELOPMENT APPLICATION
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CASE #:
DATE RECEIVED:
RECEIVED BY (staff initials):
AllAS PAGE #:
ZONING DISTRICT:
lAND USE ClASSIFICATION:
SURROUNDING USES OF ADJACENT
,. P@PERTIES:
NORTH:
. SOUTH:
WEST:
EAST:
o SUBMIT ORIGiNAl SIGNED AND NOTARIZED APPlICATION
o SUBMIT 12 COPIES OF THE ORIGINAl APPlICATION induding
1) collated, 2) stapled and 3) folded sets of site pIaos
o SUBMIT APPlICATION FEE $
, .
- * NOTE: 13 TOTAl SETS OF INFORMATION REQUIRED
(APPLICATIONS PlUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION
(Revised II/OSJ02)
-PLEASE lYPE OR PRINT-
A. APPLICANT, PROPERTY OWNER AND AGENT IN FORMA TION: (Code Section 4-202.A) .
APPlICANT NAME: Tampa Bay Water, JerryL. Maxwel.I, General Manager
2S3S' Landmark Drive, S1211, Clearwater, FL 3'3761 . .
MAJUNG ADDRESS:
727-791-2317 727-791-2388
PHONE NUMBER: FAX NUMBER: ,
PROPERTY ~R(S): ABR Plymouth Plaza, LTD. .
(Must include ALL owners)
. .
AGENT NAME: Steve Luce, URS Corporation
7650 Courtney Campbell Causeway, W., Tampa, FL' 33607
MAlUNG ADDRESS:
PHONE NUMBER: 813-636-2418 FAX NUMBER: 813-636-2499
813-767-5763 steve luc~urscorp.com
CEll NUMBER: E-MAIl ADDRESS:
. . ~-.. - . . ...:..
B. PROPOSED DEVELOPMENT IN FORMA nON: (Code Section 4-202.A)
STREET ADDRESS: Eastside of Enterprise Road
lEGAl DESCRIPTION: See. Purchase & Sale Agreement - Exhibit A
PARCEL NUMBER: 302816000003400110
. PARCel SIZE: 3.8 acres + .--"
(acres. ~O'O(J) S . ft+ of office space
PROPQSED USE(S) AND SIZE{S): ' q
(runber of dwelling ooIts, hotel rooms or square footage 0( nonresidential use)
.. -
I ncrease, maximum hei~ht to 55 feet (62 feet Cit peak of. roof 48 ~.
DESCRIPTION OF REQUEST(S): - . " .
(include al requested code deviations; e.g. reduction in required number 0( par1dng spaces, specific use, etc.)
at eaves). Reduce side yard (adjacent to parking garage) to 1 0 feet.
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Page 1 or 6 - Flexible Development Application - City of Clearwater
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. DOES THIS APPLICATION INVOlVE THE TRANSFER OF DEVELOPMENT RIGHTS (T9f), A PREVIOUSLY APPROVED PlANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PlAN? YES _ NO _ (if yes, attach a copy of the applicable
documents)
Previously a
roved site
Jan.
See attached
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
o SUBMIT A copy OF THE TITlEJNSURANCE POlICy, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY
D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
o Provide complete responses to the six (6) GENERAl APPlICABIlITY CRITERIA - ExpJain how each aileria is achieved, In defat:
1. The proposed development of the land wi be in harmony with the scale, buIt, coverage, density and character of adjacent properties in which it
islocaJed. SEE ATTACHED
2. The proposed development wiI not hinder or discot.rage the appropriate development and use of adjacenlland and buildings or significantly
Impair the value thereof.
SEE ATTACHED
3. The proposed development wiI not adversely affect the health or safety or persons residing or working In ute neighborhood of the proposed
use.
SEE ATTACHED
4. The proposed development is designed 10 minimize traffic congestion.
SEE ATTACHED
5. The proposed development is consistent with the community character of the immediate vicinity of the parcet proposed for development.
SEE ATTACHED
6. The design of the proposed development minimizes adverse effects, incJuding visual, acoustic and olfactory and hours of operation Impacts,
on adjacent properties.
SE:E ATTACHEI)
.'
o Address the applicable flexibility aiterja for the specilic land use as listed In each Zoning District to which the waiver is requested (use separate
sheets as necessary) - Explain how aiteria is achieved, In detail:
SEE ATTACHED
Page 2 of 6 - Flexible Development Application - City of Clearwater
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D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
Provide complete responses to the six (6) General Applicability Criteria - Explain how
each criteria is achieved, in detail:
1. The proposed development of the land will be in harmony with the scale, bulk
coverage, density and character of adjacent properties in which it is located.
The subject site is a vacant office lot in the Plymouth Plaza Office Park. A five story-
approximately 60,000 square foot building was previously approved on this site by the
City of Clearwater. The proposed use is a 37,000 square foot, 3 story office building.
The subject land use is consistent with the Future Land Use Plan, zoning and compatible
with the adjacent, industrial, office, retail and open space land uses.
2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair the
value thereof.
The proposed office use is elltirely consistent with the adjacent land uses. As stated
above, the subject site is a vacant office lot within an office park. It has been envisioned
for approximately 20+ years, land planning and engineering completed and infrastructure
developed in anticipation of an office use being located on the subject site.
3. The proposed development will not adversely affect the health or safety or persons
residing or working in the neighborhood of the proposed use.
The proposed use is an office building for professional office/administrative activities.
This land use will not adversely affect the health or safety or persons residing or working
in the neighborhood.
4. The proposed development j~, designed to minimize traffic congestion.
Primary access is via Enterprise Road: The segment of Enterprise Road located adjacent
to the proposed office use will operate at Level-of-Service A with project traffic. Access
to the subject site is also possible via US 19 and Countryside Boulevard. Internal office
park circulation roads allow for the minimization of project traffic impacts.
5. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
The community character in the area is comprised of office, big box retail, golf course
and industrial land uses. The subject land use is compatible with the character of the
surrounding community.
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6. The design of the proposed development minimizes adverse effects, including visual,
acoustic and olfactory and hours of operation impacts on adjacent properties.
Office land uses are one of the least intrusive uses within a community. The subject
project is less intense than the office use previously approved on the subject site. The
proposed site design and architecture will enhance the quality of the existing community.
Address the applicable flexibility criteria for the specific land use as listed in each Zoning
District to which the waiver is requested (use separate sheets as necessary to explain how
criteria is achieved, in detail:
Office zoning district maximum height is 30 feet. The subject request is to increase this
height to 55 feet (62 feet at the roofpeak/48 feet at eaves). Rather than a typical flat roof
an attractive pitched roof is proposed. The office building is proposed at three stories.
The proposed 3 stories vs. 2 or I stories, allows for the ability to set aside more open
space, in particular protection/preservation of a cluster of a few remnant cypress trees that
are located on the western pot1;ion of the lpt, which are distressed and most likely will not
be claimed as jurisdictional by ,~p.e Southwest, Florida Water Management District. The
site design, as proposed, will protect this area and the stormwater management system
developed for the site will allow for re-hydration of this distressed area. The increase in
building height contributes to the opportunity to accomplish this environmentally
sensitive site design approach. In addition, this site design will allow for Tampa Bay
Water staff to create an educational/training area on-site for best irrigation practices. A
public services that is intended to convey water conservation ideas and practices to the
entire Tampa Bay community.
The office zoning district side yard setback is 20 feet. The subject request is to reduce
this setback to 10 feet. Justification for this setback reduction in part is to bring the office
building and surface parking closer to the adjacent parking garage. The adjacent parking
garage was designed and built to accommodate parking for the subject office site. The
setback reduction is for the parking lot only, not the office building. The subject site is
located within the Plymouth Plaza Office Park. This is a campus style office park. The
proposed 37,000 square foot office building and parking lot are intended to integrate into
this office park - establishing significant separations between office and parking uses
within this office park is contrary to the intent of this office park design. In addition, it
should be noted the subject site design incorporates a pedestrian/covered walkway
connecting the proposed 37,000 ft. office building with the adjacent parking garage -
consistent with the intent of the overall office park/campus design approach of bringing
together and linking office buildings with parking garages. Landscaping will be provided
within this side yard setback. In addition, the covered walkway connecting the office
building with the parking garage will include complimentary landscaping materials
further linking the adjacent property together as a unified office park development.
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E.
SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
if
if
SIGNED AND SEALED SURVEY Qnduding legal description of property} - One original and 12 copies;
TREE SURVEY Qncluding existing trees on site and within 25' of the aOj3CeIlt site, by species, size (DBH 4' or greater), and location,
induding drip lines and ildicaling trees to be removed};
~
LOCATION MAP OF THE PROPERTY;
PARKING DEMAND STUDY in conjunction with a request to make deviaIions to the parking standards [Ie. Reduce nll'llber of spaces}. PriQr
to the submittal of this application, the methodology of such study sh3I be approved by the Comnulity 0eIIeI0pment Coordinator and shalbe
in accordance with accepted traffic engineering principles. The fincflll9S ,of the study wi be used in determining whether or not deviations to
the parking standards are approved;
GRADING P~, as appIcab/e;
PRELIMINARY PlAT, as required (Note: BuikIng permits will not be Issued unti evkIence_O!recording a final plat is provided);
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COPY OF RECORDED PlAT, as aPPlicable;
(not requ ired).
F. SITE PLAN SUBMmAL REQUIREMENTS: (Code Section 4-202.A)
Q SITE PlAN with the following information (not to ex~
L AI dimensions; ~
J North arrow;
:z: Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
:./ Location map;
~ Index sheet referencing In<ividuaI sheets included in package;
...:L Footprint and size of aI EXISTING buildings and sbucIures;
Footprint and size of aI PROPOSED buikIngs and strucb.res;
AI required setbacks;
AI existing and proposed poDs 0( access;
AI required sight triangles;
Identification of environmenlaIy unique areas, such as watercotnes, weIIands, tree masses, and specimen
trees,lncIuding desc:riptioi1 and location of understory, ground COYer wgeCation and wiIdife habitats, etc;'
location of all public: and private easements;
location of all street rights-of-way within and adjacent to'the site;
location of existing pubic and private utilities, induding fire hydrants, storm and sanitary sewer illes, manholes and 1ft stations, gas
and water ines;
AI parking spaces, ~,Ioading areas and vehicular use areas;
Depiction by shacflll9 or c:rosshatchIng of aI required palidng lot interior landscaped areas;
location of al so&d waste containers, recycing or trash handling areas and ouIsIde mechanical equipment and aI required screening {per
Section 3-201(D)(i} and Index 1701};
Location of aRlandscape maleriaI;
Location of aft onsite and olrsite storm-water management faclities;
location of an outdoor /ighIing fixtues; and
location of aR existing and proposed sidewalks.
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Q SITE DATA TABlE for existing, requi'ed, and proposed development. In writtenIlabuIar form:
JL land area h square feet and acres;
WJj Number of EXISTING dwe5ng units;
~ Number of PROPOSED dweIing units;
L Gross floor area devoted to each use;
~ Parking spaces: toeal number, presented h tabular fonn with the number of required ~;
-Ii Total paved area, incIucing aI paved parldng spaces and driveways, expressed h square feet and percentage 0( the paved vehicular area;
-L Size and species of a.1andscape material;
L Official records book and page numbers of a. existing utility easement;
..>L.. Building and structure heights;
~ IlJllermeable suface ratio (I.SR); and ,
4 Floor area ratio (FAR.) for aI nonresldentiaI uses.
~ REbucED SITE PlAN to scale (8 ~ X 11) and color rendering if possible;
Q FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan:
.JL. One-foot contours or spot elevations on site;
~ Offsite elevations if required to evaluate f1e proposed stormwater management for the parcel;
..LL. All open space areas;
L location of al/ earth or water retaining walls and earth berms;
--Y:: lot fines and building lines (dimensioned);
....L Streets and drives (dimensioned);
..L Building and structural setbacks (dimensioned);
./ Structural overhangs;
"7. Tree Inventory; prepared by a "certified arborist', of an trees 8' DBH or greater, rellecting size, canopy (drip ines) and condition of such trees.
Page 3 of 6 - Flexible Development Application - City of Clearwater
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'G.
STORMWA TER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21)
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2-
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STORMWATER PlAN including the following requirements:
Existing topography extending 50 feet beyond all property lines;
Proposed grading including finished ftoor elevations of al structures;
All adjacent streets and municipal storm systems;
Propo~ stOl)'l1.Nater detentionfretention area induding top of bank, toe of slopjl.and outlet conbul strugure;
Stormwater calculations for attenuation and water qua6ty;
Signature of Florida registered Professional Engineer on al plans and calculations
COPY OF PERMIT INQUIRY lETTER OR SOUTHWEST FlORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAl
(SWFWMD approval is required prior to issuance of City Building Permit), if applicable
copy OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if appIcabIe
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"LANDSCAPINGPLAN-SUBMmAL REQUIREMENTS: (Section 4-1102A)"-'- .-...,.. ..
LANDSCAPE PlAN:
AI existing and proposed structures;
Names of abutting streets;
Drainage and retention areas IncJuding swales, side slopes and bottom elevations;
Delineation and dimensions of al required perimeter landscape buffers;
Sight visN"1ty 1riangIes;
Delineation and dimensions of al parking areas induc:Ing landscaping Islands and cubing;
Proposed and required pat1dng spaces;
Existing trees on-site and immecIately adjacent to the site, by species, size and locations, induding dripIne;
Location, size, description, specifications and quantities of al existing and proposed landscape materials, inckJding botanical and
common names; . I
Typical planting deIaiis for trees, palms, shrubs and ground cover plants incIu<fl19lnstrudions, soil mixes, baddilling. mUlching and
protective meast.res;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape covemge, expressing in both square feet and
percentage covered; .
Conditions of a previous development approval (e.g. conditions imposed by the ComIOOOly Development Board);
Irrigation notes.
REDUCED l:ANDSCAPE PlAN to scale (8 % X 11) (color rendering if posslbIe);
IRRIGATION PlAN (required for level two and three approval);
COMPREHENSIVE lANDSCAPE PROGRAM app&catioo, as applicable.
I.
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BUILDING ELEVATION PLAN SUBMmAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application indudes a development where design standards are in issue (e.g. Tourist and Downtown Disbicts) or as
part of a Comprehensive Iofil Redevelopment Project or a Residentia/lnfill Project.
BUILDING ELEVATION DRAWINGS - al sides of al buildings including height cimensions, colors and materials;
REDUCED BUILDING ELEV A nONS - four sides of buikflll9 with colors and materlais to scale (8 % X 11) (black and white and color
rendering, if possib/e) as required.
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SIGNAGE: (Division 19. SIGNS I Section 3-1806)
All EXISTING freestanding and attached signs; Provide phoIographs and dimensions (area, height, etc.), indicate whether they will be
' removed or to remain.
AU PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, rnateriais and drawing
Comprehensive Sign Program application, as apprlC8ble (separate app6cation and fee required).
Reduced signage proposal (8 Yz X 11) (color), if submitting Comprehensive Sign Program application.
Page 4 of 6 - Flexible Development Application - City of Clearwater
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K. TRAFFIC IMPACT STUDY: (Section 4-801.C)
Q Indude as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement
X L SIGNATURE:
~---
_ STATE OFFLORIDA, COUNTY OF PIfUU...cO ((CC- {' J
.s~~1Tl to . .~n .subscribed before. me this ~ day of
\".:.R ~ ' AD. 20C):J to me and/or by
(1 ('\IIl( d c-t. ./1.( crl ft ,who is personally known has
produced as
identification.
,\"'VI~'""
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LEO J. SALVATORI
MY COMMISSION # CC 967892
EXPIRES: November 28, 2004
Bonded ThllJ Notary Public Underwriters
I, the undersigned, acknowledge that all representations made in this
application are true and accurate to the best of my knowledge and
authorize City representatives to visit and photograph the property
described in this apprlC8tion.
. ::7
Signature of property owner or representative
Page 5 of 6 - Flexible Development App6cation - City of Clearwater
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M. AFFIDAVIT TO AUTHORIZE AGENT:
. ABR PLYMOUTH.PLAZA>-L TD.
(Names of all property owners)
1. That (I amlwe are) the owner{s) and record title holder(s) of the following described property (address or general location):
East side of Enterprise Road~ south of Main St, North of Countryside Boulevard.
2. That this property CO!lstitutes the property fOf which a request for a: (describe request)
37,000 square foot office building.
3. That the undersigned (haslhave) appointed and (does/do) appoint
Steve Luce, URS Corporation
as (hlsllhelr) agent(s) to execute any petitions or other documents necessary to affect such petition;
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the abo.:.e described property;
5. That site visits to the property are necessary by City representatives in order to process this application anq the owner authorizes City
representatives to visit and photograph the property described in this apPliCiiOO~; ~
6. n.ot (1Iwe),lhe"""""",""" -, -by ""'"' """" ~ bue and. 1. ~ ~
Property ,
Property Owner
STATE OF FLORIDA,
/ COUNTY OF-7If1CL:!=AG CoU (<e /'
My Commission Expires:
eve nt re
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LEO J. SAlVATORI
MY COMMISSION # CC 967892
EXPIRES: November 28, 2004
Bond.d Thru Notary Public Underwriters
.~9iu;"ap~ii '!Iqnd ''"ION ru41 papuoB
VOO~ '8~ J9qW9^ON :S3tlldX3
~68L96 :X) # NOISSlrlrlO:> ArI
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",111111"
Page 6 of 6 - Aexible Development Application - City of Clearwater
..... Sep, 17, 2003 -11: 23AM 'TAMPA BAY WATER 727.791.2340
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This infitrument prepared by II'ld after reoordln;. return
tD~
L.eo J. "Ivaron. eaq.
auarlee & BrlIII~
4501 Tlm1lml"rmll North
Suite 300
Naples. Florldll34' D3
ReCTlVE S W TV DEED
THIS CORRECTIVE SPECIAL WAARANTY, made thJsq~ day n1A.,.LJ~JJ?003, between ABR
PLYMOUTH PL.AZA" LTD" a Florida limited partnerl5hrp:-w"'os;~~ addreea is 5130
Main Street, ., New Port Richey, FL 34652. rGrantor-), and DECADE COMPANIES INCOME
PROPI,RTISS, A UMITBD PARTN!ItSHIP, a Wisconsin limIted partnership, whose post office
address Is N19 W24130 Rlverwood Drive, Suite 100. Waukesha. WI 53188, (uGrantee").
WITNESSEni that Granter. for and in consideration of th. sum of Ten Dollars ($10.00),
and other good and valuable con5id.ra~on to Grantor in hand paid by Grantee, the receipt
whereof Is herehy acknowiedged, have granted. bargained and sold to Grantee, and Grantee's
heirs and assIgns forever, the following described land. sltual$, lying and being in Pinellls
County, Plorida, to-wit:'
See ~ibit A attached her.fa and incorporated herein by virtue of this reference:
Subject to those items set forth on Exhibit B attached hereto and incorporated
herein by virtue of this reference.
and Grantor does hereby covenant with Grantee that except as ncted above, titl. to the land is
free trom all encumbrances made by Grantor and that Grantor Will fully warrant the tI~e to said
land, and will defend the same against thQ lawful elaims of all persons claIming by or through
Grantor, but against nane other. .
.
This correcUve dOClJrnent is given for the express purpose of correcting a clerical error In
the legal description of the original instrument which was recorded In Official Re~rds Book
12211, Page 1464, of the Public Records of Plnellas County, Florida.
IN WIT WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and
. Ittsn.
AIR PLYMOUTH PlAZA, LTD., a
Florida limited partnership
By:
itneSI No.2 gnalurl
11-b,-a. f<. ~ / a (! I< WL C1...
Witness No.2 Printed Name
QSNAP\401eQO.1
Sep. 17. 2003 11: 23AM 'TAMPA BAY WATER 727.791.2340
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Project Name: Administrative Office
Parcel No: 001.01
PURCHASE AND SALE AGREEMENT
THIS PURCHASE AND SALE AGREEMENT (the "Agreement") is made and entered
into by and between TAMP ABA Y WATER, A Regional Water Supply AuthorIty ("Buyer") and
ABR PLYMOUTH PLAZA, LTD., a Florida limited partnership ("Seller") and AMERICAN
ACQUISITION TITLE, INC. (hereinafter "Escrow Agent" or "Title Company')
WITNESSETH:
WHEREAS, Seller has legal title to and possession of that certain property located and being
in Section 30, Township 28 South, Range 16 East in Pinellas County, Florida, identified by parcel
identification number 302816000003400110 as illustrated on Exhibit "A" attached hereto and
incorporated herein, by reference (the "Real Property"); and
WHEREAS, Seller desires to sell and Buyer desires to purchase the Real Property;
. NOW, THEREFORE,for and in consideration ofthe mutual covenants and promises, and
other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, the parties agree as follows:
1. PURCHASE PRICE. Seller shall sell to Buyer and Buyer shall purchase from Seller the
Real Property for a total purchase price of One Million Three Hundred Thousand Dollars
($1,300,000.00) (hereinafter the "Purchase Price"), payable at Closing by' cashier's check, bank draft,
or cert!fied funds pursuant to the provisions and conditions outlined herein.
2. DEPOSIT. Buyer shall deposit the sum of Fifty Thousand Dollars ($50,000.00) cash as a
deposit ("Deposit") to apply to the Purchase Price of the Real Property at the time of Closing as
provided in paragraph 3 below ("Closing'} Deposit shall be postmarked to Escrow Agent within ten t/dMe
(10) working days of the Effective Date (as defined below) ofthis Agreement.
3. CLOSING. The sale of the Real Property shall be closed on or before ninety (90) days from
the Effective Date (as defined below) of this. Agreement, or such other time as the parties hereto may
mutually agree. The exact date for the Closing on the Real Property shall be set by the Buyer, with
at least ten (10) days prior notice to the Seller. This sale shall be closed at the offices of Escrow
Agent or at such other location mutually acceptable to the parties hereto. Closing is subject to Buyer
obtaining appropriate affidavits and documents as needed in order to enable Buyer to construct
Buyer's desired office facilities on the Real Property.
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4. COSTS. The Buyer shall pay all expenses incidental to transfer of the Real Property
including, but notlimited to, recording fees and similar expenses. Seller shall pay the cost of
recording any corrective instruments required to perfect title and taxes for the year of Closing. As
required pursuant to Florida Ad~inistrative Code Section 12B-4.002(3)(a), Seller shall pay for
documentary stamps.
5. CONVEYANCE. Upon payment of the Purchase Price, Seller shall convey the Real
Property illustrated in Exhibit "A" to Buyer by Warranty Deed. Said conveyance shall be free and
clear of all liens and encumbrances except taxes and assessments for the year of Closing and
subsequent years and zoning ordinances and land development regulations (the o "Permitted
Exceptions"). In addition, the following shall also apply to the conveyance:
(a) The Seller shall provide a legal description and survey sketch of the Real Property,
acceptable to the Buyer, which has been recorded in the Public Records of Pine lIas County,
Florida prior to Closing.
(b) The City of Clearwater requires a set back of20 feet from the existing parking garage
structure located immediately east of the Real Property. In the event that it is found that the
existing parking garage does not comport with the set back requirement, said conveyance is
to be free and clear of any east property line dispute as recognized by the City of Clearwater
and the then current fee owner(s) of the parcel located to the east of the Real Property.
(c) Seller shall also assign to Buyer all its right, title and interest in a Cross-Easement
Agreement, recorded at Official Records Book 12271, Page 1500 of the Public Records of
Pinellas County, Florida. Such assignment shall take place after said Cross-Easement
Agreement has been amended and recorded to reflec( a corrected legal description of the Real
Property 0
(d) Seller shall also assign to Buyer all its right, title and interest ina Parking Easement
Agreement, recorded at Official Records Book 12271, Page 1480 of the Public Records of
PineIlas County, Florida. Such assignment shall take place after said Parking Easement
Agreement has been amended and recorded to reflect a corrected legal description of the Real
Property.
6. REMEDIES UPON DEFAULT. If Buyer fails to perform this Agreement within the time
specified, the Deposit paid by Buyer may be retained by or for the account of Seller as liquidated
dam~ges, consideration for the execution of this Agreement, and in full settlement of any claims;
whereupon, Buyer and Seller shall be relieved of all obligations under this Agreement. If, for any
reason other than failure of Seller to make Seller's title marketable after diligent effort, Seller fails,
Page 2 of 12
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neglects, or refuses to perform this Agreement, or breaches any of its warranties herein, Buyer may
seek specific performance or elect to receive the return of Buyer's deposit without thereby waiving
any action for damages resulting from Seller's breach.
7. TITLE INSURANCE. Buyer, at Buyer's option, may obtain, prior to the Closing of the
Real Property, a Marketability Title Insurance Policy (ALTA Form "B" Owner's) ("Policy")
unqualified, on the Real Property in the amount of the Purchase Price; such Policy to be issued by
Title Company. The Commitment shall name Buyer as proposed insured, and shall disclose that
. Seller has good and marketable title in and to the Real Property, and shall be subject only to the
Permitted Exceptions, with all standard printed exceptions, including those for survey (if Buyer
elects to obtain a Survey), mechanic's liens, and parties in possession, deleted.
In the event the Commitment for such a Policy shows any exceptions to title other than the
Permitted Exceptions, Buyer shall notify Seller, in writing, within fifteen (15) days of receipt of the
Commitment specifying the defects which exist with respect to the title. Seller agrees to proceed
immediately and diligently to cure any defects in title for which it has received notice hereunder.
Seller shall have a period of sixty (60) days after receipt of such written notice within which to cure
any such defects in title to the satisfaction of the Title Company and Buyer's attorneys. Subject to
the other terms and provisions of this Agreement, the Sale of the Real Property shall be closed within
. ten (10) days after written proof of the successful completion of such cure being provided to Buyer;
provided, however, no such Closing shall be earlier than the date of Closing as hereinabove
provided. If Seller fails to cure the defect~ within the time provided, Buyer may, at its option, either
(a) request return of the Deposit and terminate this Agreement, whereupon all rights and liabilities
arising hereunder shall terminate, or (b) waive all conditions ofthis paragraph and, subj ect to all the
other terms and provisions of this Agreement, close this transaction in the same manner as if no such
defects in title existed.
8. SURVEY. The Buyer may, at Buyer's option and at its own expense, obtain a survey ofthe
Real Property, certified ina manner sufficient for issuance of a Policy deleting the survey exception,
said certification to include Buyer, Seller, and Title Company. If the survey shows any encroach-
ments or that improvements intended to be located on the Real Property in fact encroach on setback
lines, easements, or lands owned by other persons, or violate any restrictions, agreements, covenants,
or applicable governmental regulations, the same shall be treated as a title defect.
9. ADDITIONAL DOCUMENTS TO BE DELIVERED AT CLOSING: At Closing, Seller
shall execute and acknowledge where necessary, and deliver to Buyer, in addition to the documents
mentioned elsewhere here, the following:
"
(a) An Affidavit establishing that there are no liens or lien rights for services, labor, or
materials furnished to or for the improvement of the Real Property; that there are no
Page 3 of 12
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unrecorded possessory or other interests in or agreements affecting the Real Property of any
kind; that Seller is in sole possession of the Real Property; and that no person or entity other
than Seller has access to or has the right of access to or occupancy of the Real Property
described in Exhibit "A" attached. hereto, or any portion thereof, nor does any person or
entity other than Seller own buildings, structures, improvements, fixtures, or personal
property located on said Real Property.
(b) An Affidavit acknowledging that the sale of the Real Property includes any and all
improvements located thereon.
(c) An Affidavit showing an exemption from the withholding requirements of Section
1445 of the Internal Revenue Code of 1954, as amended.
(d) All other instruments and documents required by the Title Company affecting title to
or possession of the Real Property and necessary to transfer or assign the same to Buyer, as
required by this Agreement.
(e) If Seller is a corporation or partnership, Seller shall deliver such affidavits and
instruments as may reasonably be required by Buyer or the Title Company evidencing that
Seller is in good standing in the state of it~ organization and evidencing the authority of the
person(s) executing the various documents on behalfofSeller in connection with the Closing
of th~s transaction. Such instruments may include, without limitation, certificates of good
standing and corporate or partnership resolutions and authorizations appropriate as to the
status of the Seller~
10. PUBLIC DISCLOSURE. If the Seller is a corporation, partnership, limited partnership,
trust, or enters into this Agreement in any form of representative capacity whatsoever for others,
then, ten days prior to Closing, Seller shall furnish to Buyer an Affidavit.
11. ATTORNEYS' FEES AND COSTS. In connection with any litigation arising under this
Agreement, the prevailing party shall be entitled to recover its expenses therefore, including
reasonable attorney's and legal assistants' fees and costs prior to trial, at trial, and on appeal, in
bankruptcy proceedings; and in connection with enforcing or collecting upon any judgment.
12. SURVIVAL. Any provision of this Agreement which by its nature and effect is required to
be observed, kept, or performed after Closing shall survive the Closing and shall not be merged
therein but shall remain binding upon and for the benefit of the parties hereto and their respective
successors and assigns until fully observed, kept or performed. The warrantees of Seller herein shall
survive Closing.
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13. ESCROW. Escrow Agent agrees to hold, keep, and deliver said Deposit and all other
documents and sums delivered to it pursuant hereto in accordance with the terms and provisions of
this Agreement. Escrow Agent shall not be entitled to any fees or compensation for its services
hereunder. . Escrow Agent shall be liable only to hold the Deposit and all other documents and sums
delivered to its care and to deliver the same to the parties named herein in accordance with the
provisions of this Agreement, it being expressly understood that by acceptance of this Agreement
Escrow Agent is acting in the capacity of a depository only and shall not be liable or responsible to
anyone for any damage, losses, or expenses unless same shall have been caused by the gross
negligence or willful malfeasance of Escrow Agent. In the event of any disagreement among the
parties to this Agreement, or among them or any of them and any other party resulting in any adverse
claims and d~mands being made in connection with or for the monies involved herein or affected
hereby; Escrow Agent shall be entitled to refuse to comply with any such claims or demands so long
as such disagreement continues; and, in so refusing, Escrow Agent shall make no delivery or other
disposition of any of the monies then held by it under the terms of this Agreement, and in so doing,
Escrow Agent shall not become liable to anyone for such refusal; and Escrow Agent shall be entitled
to continue to refrain from action until the rights of the adverse claimants shall have been finally
settled or adjudicated in a court of appropriate jurisdiction, or all differences shall have been adjusted
by agreement between or among the parties and Escrow Agent shall have been notified in writing of
such agreement signed by the parties hereto. Further, Escrow Agent shall have the right at all times
to deliver the Deposit or document or pay all sums held by it (a) to the appropriate party under the
terms hereof, or (b) into any court of competent jurisdiction after a dispute between or among the
parties hereto has arisen, whereupon Escrow Agent's obligations hereunder shall terminate.
Seller and Buyer jointly and severally agree to defend, indemnify, and hold harmless said
Escrow Agent from any and all costs, damages, and expenses, including reasonable attorneys' fees,
that Escrow Agent may incur in its compliance of and in good faith with the terms of this
Agreement: However, nothing herein shall be deemed a waiver of Buyer's or Seller's sovereign
. .
immunity, or any defense that Buyer or Seller may have arising from said sovereign immunity.
14. ENVIRONMENTAL: The Real Property has not in the past and is not presently being used
for handling, storage, transportation, or disposal of hazardous or toxic materials, and no notice or
advice has been received by the Seller of any condition or state of facts that would contribute to a
claim of pollution or other damage to the environment by reason of the conduct of any business on
the Real Property or any other use of the Real Property.
15. ACCESS. The Buyer shall have access to the Real Property illustrated in Exhibit "A"
attached hereto, from the Effective Date to the date this Agreement is terminated or default occurs,
for the purpose of soil testing, engineering studies, surveys, and other similar due diligence activities.
At Seller's request, Buyer shall at its own expense correct any damages to the Real Property
occasioned by Buyer's activities in the event that the parties will not proceed to Closing.
Page 5 of 12
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l6~ TESTING RESULTS. In the event the results of tests performed on the Real Property
illustrated in Exhibit "A" attached hereto, in accordance with paragraph 15 above, is found by Buyer
in its sole discretion to be below the standards necessary for Buyer's intended use, this Agreement
shall, at Buyer's option, be null and void and of no further force and effect, in which event the
Deposit shall be returned to the Buyer, and the parties to this Agreement shall have no further
obligations hereunder.
17. EFFECTIVE DATE. This Agreement shall be effective when approved by the Board of
Directors of Tampa Bay Water and when signed by both Buyer and Seller (herein "Effective Date").
Page 6 of 12
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18. MISCELLANEOUS:
(a) This Agreement constitutes the entire agreement of the parties hereto and supersedes
any prior understandings or written or oral agreements between the parties respecting the
terms of this Agreement. No rights or duties, unless incorporated in this Agreement, shall be
binding upon the parties hereto.
(b) This Agreement and the interpretation and enforcement of the same shall be governed
by and construed in accordance with the laws of the State of Florida.
. (c) . This Agreement shall be binding upon and its benefits and advantages shall inure to .
the successors and assigns of the parties hereto,
(d) No amendment, modification, or alteration of the terms of this Agreement or waiver
of any breach hereof shall be binding unless such amendment, modification, alteration, or
waiver is in writing, dated subsequen(to the date hereof, and duly executed by the parties
hereto. No waiver of any breach or term hereof shall imply a waiver of any other term or
breach hereof.
19. EXECUTION. By execution of this Agreement, Seller is deemed to be extending to Buyer
an irrevocable offer to sell the Real Property on the terms set forth herein. If, within ninety (90) days
from the date of execution by Seller, this Agreement is not fully executed by Buyer, the rights and
obligations of Seller under this. Agreement shall be deemed null and void.
TillS SPACE LEFT BLANK INTENTIONALLY
Page 7 of 12
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IN WITNESS WHEREOF, the parties have caused this Agreement to be executed the date
and year written below.
WITNESSES:
SELLER:
ABR PLYMOUTH PLAZA, LTD., a
Florida limited partnership
By: (Corporate Seal)
REEDDEVELOPMENTCONWANY
A Florida corporation, as Gerieral
Partner
.\.,J__.-=1L
Print Name: \ c) ~G7f; M ~~
Date: ~~/o~
By:
Notary Pu lie, State of Flori
Print Name:
Page 8 of 12
"""~':~"" LEO J. SALVATORI
/J~'~ ~f.\ MY COMMISSION fCC 967892
~~. EXPIRES: November 28, 2004
<1.i;iif. Bonded ThN Nolary Public Underwriters
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Commission No.:
My Commission Expires:
Page 9 of 12
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ATTEST:
BUYER:
TAMPA. BAY WATER,
A Regional Water Supply Authority
3~~
. obert ~ S~wart
As: Chairman
Approved as to form:
Date: :J \A..\'; ~ \) ~C3
By:
&fuQ.k--u~/ '
Office of General Counsel
STATE OF. FLORIDA
COUNTY OF 7\~e \\Cd
The foregoing instrument was acknowledged before me this 611 S'- day of ~ \ ~ '
2003, by %(0 'ou\- ~. S-\e\...)cr-\-. . ,as Chairman of Tampa Bay ater,
on behalf of Tampa Bav Water~ He~ is personally known to me or has produced
as identification.
. By:
Notary Public, State Florida at Large
Print Name: .~...... ..
; . ~~<,.....v.~ Regina A Kavanagh
CommISSIOn No.: . ~"":'A~':+~ MYCOMMI.SSION# 00189301 EXPIRES
M C .. E' ~~ ...~ May 3, 2007
Y ommISSIOn xprres: ".t,tO;.'~'$" BONOEOTHRUTROYFAlNIHSU.""'" INC
"ftlt'" 1\I"'IlI"'-'il
Page 10 of 12
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WITNESSES: .
Page 11 of 12
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TITLE COMPANY AND ESCROW
AGENT:
L /- .\;V
4- . T
As: . ..1 I /~ fV\A;J!tj eX-.
Date: /19 J led
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EXHIBIT A
ILLUSTRATION OF REAL PROPERTY TO COME
Page 12 of 12
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SHEET 6
CERTIFIED ARBORIST REVIEW LETTER
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3224 Price Avenue · Tampa Florida, 33611-3721
(813) 831-2334 · Fax: (813) 837-0364
September 23, 2003
URS Corporation
Steven K. Luce, AICP
7650 W. Courtney Campbell Cswy.
Tampa, FL 33607-1462
(813) 636-2418 Fax (813) 636-2499
RE: Tampa Bay Water Clearwater Office Site
Dear Mr. Luce,
This letter is to inform you that on 9/23/03 I, Tim Therrien, performed a tree
inspection at the proposed site for the Tampa Bay Water Clearwater Office.
This inspections was to determine that the size, species, and general locations of
the trees on this site were accurate according to the Topographic and Tree Survey that
was prepared by Post, Buckley, Shuh & Jernigan (pBS&J), Inc., on 8/15/03, sheet 2 of2.
My findings during this inspection is that the previous noted survey is accurate in
the size, species, and locations of the trees on this site. If you have any questions
concerning this inspection, please feel free to call my office.
Sincerely,
\
~~/~
Tim Therrien
Owner/Speedy Tree Care
I.S.A. Certified Arborist #FL-0792
2-d
v9EO-L.E8-E18
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SHEET 7
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ERP SUBMITTAL COVER LETTER
.,
Board of Directars Robert Stewert, LAPerker, Rick Boker, Kathy Costar,
Ann Hildebrand, Pam lorio, Susan l", Ted Schroder, Rondo Storms
General Manager Jerry l. Maxwell
General Counsel Donald D. Conn
e
TAMPA
BAVe:
WATER
2535 landmark Drive, Suite 211, Clearwater, Fl33761-3930
Phone: 727.796.2355 / Fax: 727.791.2388 / SunCom: 513.7010
www.tampabaywater.org
COpy
Supplying Water To The Region
September 23, 2003
Ms. Michelle Hopkins, P.E.
Southwest Florida Water Management District
7601 Highway 301 North
Tampa, FL 33637-6759
Re: Tampa Bay Water Administrative Office Building
Environmental Resource Permit Application - General Permit
Pinellas County, Florida
Section 30, Township 28 S, Range 16 E
Dear Ms. Hopkins:
Attached is the Environmental Resource Permit (ERP) - General Permit Application
for Tampa Bay Water's Administrative Office Building. URS Corporation has
compiled the application on behalf of Tampa Bay Water. In accordance with our
submittal, please find enclosed the following:
. Four (4) sets of construction plans, signed and sealed;
. Four (4) copies of the Environmental Resources Permit Application, including
information requested in Section C;
. Four (4) copies of the Stormwater Management Report for the Tampa Bay
Water Office Development;
. Two (2) copies of the existing Site Survey;
. Two (2) copies of the SWFWMD aerial;
. Two (2) copies of the REDI Aerial Map and Atlas;
. One (1) copy of the SWFWMD pre-application meeting notes;
. One (1) copy of the City of Clearwater Storm Sewer Atlas for the project area;
. One (1) copy of the Environmental Report;
. One (1) copy of the Deed and Contract to Purchase; and
. A check in the amount of $800.00 made payable to the Southwest Florida Water
Management District
In summary, the Tampa Bay Water Administrative Office development project area
totals ::!:: 3.80 acres and includes utilizing an isolated relict cypress area for the
..
Ms. Michelle Hopkins, e
September 23, 2003
Page 2
e
;"
treatment and attenuation servmg the proposed office buildings along with
associated parking.
We appreciate your review of this submitted information. If you have any questions
or comments, please call me at 727-796-2355, or the project engineer, Mr. Josh
Bradley, at 813-286-1711.
Sincerely,
r:~ ~~
Chief Environmental Planner
xc (without enclosure):
Joshua S. Bradley, P.E., Project Engineer, URS Corporation /
T:\Eng...Proj\ VeceJlio\New Office BuiIding\Letter to SWFWMQ.doc
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SHEET 8
REDUCED LANDSCAPE PLAN
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SHEET 9
BUILDING ELEVATION GRAPHICS
-
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-
.
CITY OF CLEARWATER
loNG RANGE PLANNING
DEVELOPMENT REviEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 19, 2003
Mr. Keith Greminger
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
RE: Development Order - Case FLD2003-09053- 2575 Enterprise Road
Dear Mr. Greminger:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On December 16, 2003, the Community Development Board reviewed your
Flexible Development application to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F. Based on the application and the staff
recommendation, the Community Development Board (CDB) APPROVED the application with
the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all signage meet Code, consist of channel letters for any wall signs, and be
architecturally integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
4. That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by December 16,2004). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
~
e
.
.
"
December 19, 2003
Greminger, Page 2
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on January 2,2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior
Planner, at 727-562-4836. You can access zoning information for parcels within the City
through our website: www.myc1earwater.com.
Sincerely,
~~
Cynthia H. Tarapani, AICP
Planning Director
cc: Paula Dye, AICP, Chief Environmental Planner, Tampa Bay Water
S:\Planning Departmenf\C D lAFLEX\lnactive or Finished Applications\Enterprise 2575 Tampa Bay Water (0) - Approved\Enterprise 2575
Development Order December 19, 2003.doc
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FAX COVER MEMO
CITY OF CLEARW A TER
PLANNING DEPARTMENT
. 100 S. MYRTLE AVE., 2nd Floor
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: ,IJ a-u / L ,tJ Y ..e-
FAX: 7 ?/- ~:JlT 0
Phone:
FROM:
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Phone:
DATE: /2~2-2-- oJ
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SUBJECT: rL-f) ~ 0..3 - ~ <7 () S- .3
MESSAGE: c/R~ eotfzt dJ2../
NUMBER OF PAGES(INCLUDING THIS PAGE)
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(
CITY OF CLEARWATER
loNG RANGE PIANNING
DEVELOPMENT REvIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 19, 2003
Mr. Keith Greminger
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
RE: Development Order - Case FLD2003-09053- 2575 Enterprise Road
Dear Mr. Greminger:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On December 16, 2003, the Community Development Board reviewed your
Flexible Development application to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F. Based on the application and the staff
recommendation, the Community Development Board (CDB) APPROVED the application with
the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all signage meet Code, consist of channel letters for any wall signs, and be
architecturally integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
4. That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by December 16, 2004). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
r.
e
e
December 19, 2003
Greminger, Page 2
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on January 2, 2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior
Planner, at 727-562-4836. You can access zoning information for parcels within the City
through our website: www.myc1earwater.com.
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
cc: Paula Dye, AICP, Chief Environmental Planner, Tampa Bay Water
S:\Planning Departmenf\C D B\FLEJNnactive or Finished Applications\Enterprise 2575 Tampa Bay Water (0) - ApprovedlEnterprise 2575
Development Order December 19, 2003.doc
r
~NSMISSION VERIFICATION REPORT ~
TIME 12/22/2003 15:53
t'~AME PLAN
FAX 7275524575
TEL 7275524557
DATE, TIME
FAX NO./NAME
DURA TI ON
PAGE(S)
RESULT
MODE
12/22 16:51
97912340
00:01:34
03
OK
STANDARD
ECM
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FAX .COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE., 2nd Floor
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO:
/'t~ (.:J4t 6--J' ~ ""/}7 -er
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NUMBER OF PAGES(INCLUDING THIS PAGE) J
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CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REviEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 19, 2003
Mr. Keith Greminger
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
RE: Development Order - Case FLD2003-09053- 2575 Enterprise Road
Dear Mr. Greminger:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On December 16, 2003, the Community Development Board reviewed your
Flexible Development application to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F. Based on the application and the staff
recommendation, the Community Development Board (CDB) APPROVED the application with
the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all signage meet Code, consist of channel letters for any wall signs, and be
architecturally integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
4. That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by December 16, 2004). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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December 19, 2003
Greminger, Page 2
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on January 2,2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior
Planner, at 727-562-4836. You can access zoning information for parcels within the City
through our website: www.myc1earwater.com.
Sincerely,
~~
Cynthia H. Tarapani, AICP
Planning Director
cc: Paula Dye, AICP, Chief Environmental Planner, Tampa Bay Water
S:\Planning Departmenf\C D B\FLEJNnactive or Finished Applications\Enterprise 2575 Tampa Bay Water (0) - ApprovedlEnterprise 2575
Development Order December 19, 2003.doc
~NSMISSION VERIFICATION REPORT ~
TIME 12/22/2003 15:57
NAME PLAt'-l
FAX 7275524575
TEL 7275524557
DATE, nlvlE
FAX NO./NAME
DURAn O~~
PAGE(S)
RESULT
MODE
12/22 15: 5Eo
'381353524'39
00:01:34
03
OK
STANDARD
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TO:
FAX .COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE., 2nd Floor
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
fJ ~I "- t1v .0/
/
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FAX:
Phone:
FROM: /It/ ICe I'::~ ,.-L.cj Ie/if Phone: rt 2 - $I' tfl] ~
DATE: /2.... / / - 0 ;J SUBJECT: T~r ct.-- (}7 4.1 if-...Pt/"
c.0'r4- ~/~
MESSAGE:
JJl.~ ~ J"k// ~~c::./r TOV
/7-/'-0:7 C~~ h1~_
NUMBER OF PAGES(INCLUDING THIS PAGE) r:
CDB Meeting Date:
Case Number:
Agenda Item:
Applicant:
Representative:
Address:
e
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December 16. 2003
FLD2003-09053
E9
Tampa Bay Water. Mr. Jerry L. Maxwell. General Managero'l"J
Mr. Keith Greminger. URS Corporation rrZ,.r'\Z
2575 Enterprise Road 0, /tI4
CITY OF CLEARWATER l
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST:
EXISTING ZONINGI
LAND USE:
PROPERTY SIZE:
PROPERTY USE:
ADJACENT ZONINGI
LAND USES:
Flexible Development approval to permit an office building with an
increase of building height from 30 feet to 55 feet and a reduction of
the side (east) setback from 20 feet to 10 feet (to pavement), under
the provisions of Section 2-1004.F.
Office District (0); Residential/Office General (RlOG)
3.8 acres
Current Use: Vacant lot
Proposed Use: Office building with walkway to existing parking
garage
North: Commercial District (C); Retail
West: Open Space Recreation District (OSIR); Golf course;
East: Office District (0); Retail
South: Office District (0); Medical Offices;
ANALYSIS:
This 3.8-acre site is located on the north side of Enterprise Road, approximately 750 feet north of
Countryside Boulevard. The predominant character of the immediate vicinity is office and retail.
The proposal is to construct a 37,000 square foot three-story office building to serve as the
headquarters for Tampa Bay Water. The proposed building will have a light in color brick finish
and a pitched roof. A covered walkway is proposed to connect the building to an existing parking
garage located immediately east of the site. The site plan proposes 220 parking spaces, with 52
spaces located onsite and the remainder within the adjacent parking garage.
The applicant is seeking flexible approval for two deviations from the Community Development
Code: (1) an increase of building height from 30 feet to 55 feet and (2) a reduction of the side
(east) setback from 20 feet to 10 feet (to pavement), under the provisions of Section 2-1004.F.
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 1
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The maximum building height reduction is sought to accommodate the building design, which
includes a pitched roof. The height of the building allows for greater vegetative space on the site.
The proposal exceeds the typical green space submittal by including an Irrigation
TraininglEducation Area to consist of irrigation/landscape test plots, passive observations by
practitioners and anticipated two to three field classes per year.
CODE ENFORCEMENT ANALYSIS:
There are no outstanding enforcement issues associated with this site.
STANDARDS AND CRITERIA: (Sections 2-1001.1 and 2-1004):
STANDARD PROPOSED CONSISTENT INCONSISTENT
MAXIMUM FLOOR 0.22 X
AREA RATIO (FAR)
(0.40
IMPERVIOUS 0.44 X
SURFACE RATIO
(ISR) (0.75)
LOT AREA 3.8 acres X
(minimum) (10,000 sq.
ft.)
LOT WIDTH 500 feet X
(minimum) (100 ft.)
FRONT SETBACK 45 feet (to pavement and building) X
(25 feet)
REAR SETBACK (20 20 feet to building X
feet)
SIDE SETBACK (10 East setback: 10 feet to pavement X*
feet)
HEIGHT (maximum) 55 feet to midpoint of the roof X*
(30 feet)
PARKING SPACES 220 spaces, including 5 handicap X
(111 spaces, plus 5 spaces
handicap spaces
required)
*See analysis section.
FLEXIBILITY CRITERIA (Section 2-1004.F):
Consistent Inconsistent
1.
Height: a. The increased height results in an improved site plan,
landscaping areas in excess of the minimum required or improved
design and appearance; b. The increased height will not reduce the
vertical component of the view from any adjacent residential property.
Sign. No sign of any kind is designed or located so that any portion of
the sign is more than six feet above the finished grade of the front lot
line of the parcel proposed for development unless such signage is part
[X]
[ ]
2.
[X]
[ ]
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 2
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3.
of an approved comprehensive sign program.
Off-street parking: The physical characteristics of a proposed building
are such that the likely uses of the property will require fewer parking
spaces per floor area than otherwise required or that the use of
significant portions of the building will be used for storage or other
non-parking demand-generating purposes.
4.
Front setback: The reduction in front setback results in an improved
site plan or improved design and appearance.
GENERAL STANDARDS (Section 3-913):
1. Development of the land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties.
2. Development will not hinder or discourage development and use of
adjacent land and buildings or significantly impair the value thereof.
3. Development will not adversely affect the health or safety of persons
residing or working in the neighborhood.
4. Development is designed to minimize traffic congestion.
5. Development is consistent with the community character of the
immediate vicinity.
6. Design of the proposed development minimizes adverse effects,
including visual, acoustic and olfactory and hours of operation
impacts on adjacent properties.
[Xl
[ ]
[X]
[ ]
Consistent Inconsistent
[X] [ ]
[Xl [ ]
[X] [ ]
[Xl [ ]
[X] [ ]
[X] [ ]
SUMMARY AND RECOMMENDATION:
The Development Review Committee reviewed the application and supporting materials on
October 30, 2003. The Planning Department recommends APPROVAL of the application for
Flexible Development approval to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F., with the following bases and conditions.
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all signage meet Code, consist of channel letters for any wall signs, and be architecturally
integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 3
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4. That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Prepared by: Planning Department Staff:
/I11'~ ". ~
Michael H. Reynolds, AICP, Senior Planner
ATIACHMENTS:
Aerial Photograph of Site and Vicinity
Location Map
Future Land Use Map
Zoning Atlas Map
Application
S:\Planning Departmenf\C D H\FLEX\Pending cases\Up for the next CDBlEnterprise 2575 Tampa Bay Water (O!\Enterprise 2575 Staff
Report. doc
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 4
4I'ANSMISSION VERIFICATION REPORT ~
TIME 12/11/2003 15:22
NAME PLAN
FAX 7275524575
TEL 7275524557
DATE,TIME
FAX NO./NAME
DURATION
PAGE(S)
RESULT
MODE
12/11 15: 19
97912340
00:02:29
05
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Case: FLD2003-09053 - 2575 Enterprise Road
Owner: ABR Plymouth Plaza, LTD.
Applicant: Tampa Bay Water, Mr. Jerry L. Maxwell, General Manager
Representative: Mr. Steve Luce, URS Corporation (7650 W. Courtney Campbell Causeway, Tampa, FL
33607; phone: 813-636-2418).
Location: 3.8 acres on the north side of Enterprise Road, approximately 750 feet north of Countryside
Boulevard.
Atlas Page: 221A.
Zoning: 0, Office District.
Request: Flexible Development approval to increase building the height from 30 feet to 55 feet and to
reduce the side setback (east) from 20 feet to 10 feet to pavement, under the provisions of Section 2-
1004.F.
Proposed Use: 37,000 square foot three-story office building.
Neighborhood Association: None.
Presenter: Michael H. Reynolds, AICP, Senior Planner.
Attendees included:
City Staff: Frank Gerlock, Bryan Berry, Duanne Anderson, Rick Albee, Tom Glenn and Scott Rice.
Applicant/Representative: Steve Luce, Paula Dye, Paul Kurtz, and Josh Bradley
The DRC reviewed this application with the following comments:
. 1. Parks and Recreation:
a) No Comments
Stormwater:
a) Proposed stormwater pond must meet 24hr recovery per City of Clearwater Drainage Criteria.
Please provide drawdown calculations demonstrating that the water quality volume will be
available in 24 hrs. This must be addressed prior to CDB.
b) Provide copy of approved SWFWMD permit prior to building permit.
Traffic Ene:ineerine::
a) No comments.
General Ene:ineerine::
a) Need to confirm location of existing 8-inch diameter water main under proposed building
prior to CDB.
lannin :
a) Site data table: state the required number of parking spaces.
b) All signage proposed will need to meet the City of Clearwater sign code. See Sections 3-1801
through 3-1807.
c) Any wall signage should consist of channel letters.
d) Any proposed signage needs to be architecturally integrated to the design of the building and
site.
e) Provide a plan note on the site plan, which provides explanative information about the
irrigation/training area, including the number of anticipated training/touring events per year.
rff)Provide color elevations for all sides of the proposed building.
'-S';;lid Waste: .
a) Dumpster location needed, built to city spec and shown on all drawings and shown on detail
sheet. Dumpster location needs to be angled (modify proposed location on site plan). Contact
Tom Glenn, Solid Waste Program Coordinator, Tel. # 727-562-4930, ext. 7105 to confirm
location.
Land Resources:
a) Tree survey is inaccurate, most of the pine trees were larger than stated, revise data prior to
building permit.
b) Show all trees and their canopies on all plans.
c) The trees proposed to be preserved in the median island are average to below average trees
and may not tolerate construction.
d) Re-route storm line away from the existing trees on the east property line prior to CDB.
e) Parking lot should be concrete "on grade" with a WANE aeration system at all trees with
canopies impacted by pavement. Submit prior to CDB.
f) Re-route water line to avoid tree impacts prior to CDB.
g) Revise irrigation plan to avoid tree impacts prior to building permit.
h) Revise Tree Preservation Plan to reflect modification prior to building permit.
Fire:
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2.
3.
4.
5.
7.
8.
Page 1 of2
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FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE.
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: ~~L \~\J c....Q..
FAX: .CO.\ s - (g 3 ~ - 2--4-.<7 7
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FROM: Wo-> ~ Wl'-\~. Phone: S lo Z--c t S1:l+ .
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MESSAGE: t=\N.-\ l)LC tav-~~
NUMBER OF PAGES(INCLUDING THIS PAGE) '3
RANSMISSION VERIFICATION REPORT
TIME 10/31/2003 17:02
NAME PLAN
FAX 7275524575
TEL 7275524557
DATE,TIME
FAX NO./NAME
DURATION
PAGE(S)
RESULT
MODE
10131 17:01
98135352499
00:01:22
03
OK
STANDARD
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2:10 p.m.
Case: FLD2003-09053 - 2575 Enterprise Road
Owner: ABR Plymouth Plaza, L TD.
Applicant: Tampa Bay Water, Mr. Jerry L. Maxwell, General Manager
Representative: Mr. Steve Luce, URS Corporation (7650 W. Courtney Campbell Causeway, Tampa, FL
33607; phone: 813-636-2418).
Location: 3.8 acres on the north side of Enterprise Road, approximately 750 feet north of Countryside
Boulevard.
Atlas Page: 221A.
Zoning: 0, Office District.
Request: Flexible Development approval to increase building the height from 30 feet to 55 feet and to
reduce the side setback (east) from 20 feet to 10 feet to pavement, under the provisions of Section 2-
1004.F.
Proposed Use: 37,000 square foot three-story office building.
Neighborhood Association: None.
Presenter: Michael H. Reynolds, AICP, Senior Planner.
Attendees included:
City Staff: Frank Gerlock, Bryan Berry, Duanne Anderson, Rick Albee, Tom Glenn and Scott Rice.
Applicant/Representative: Steve Luce, Paula Dye, Paul Kurtz, and Josh Bradley
The DRC reviewed this application with the following comments:
1. Parks and Recreation:
a) No Comments
2. Stormwater:
a) Proposed stormwater pond must meet 24hr recovery per City of Clearwater Drainage Criteria.
Please provide drawdown calculations demonstrating that the water quality volume will be
available in 24 hrs. This must be addressed prior to CDB.
b) Provide copy of approved SWFWMD permit prior to building permit.
3. Traffic Enl!ineerinl!:
a) No comments.
4. General Enl!ineerinl!:
a) Need to confIrm location of existing 8-inch diameter water main under proposed building
prior to CDB.
5. Planninl!:
a) Site data table: state the required number of parking spaces.
b) All signage proposed will need to meet the City of Clearwater sign code. See Sections 3-1801
through 3-1807.
c) Any wall signage should consist of channel letters.
d) Any proposed signage needs to be architecturally integrated to the design of the building and
site.
e) Provide a plan note on the site plan, which provides explanative information about the
irrigation/training area, including the number of anticipated training/touring events per year.
f) Provide color elevations for all sides of the proposed building.
6. Solid Waste:
a) Dumpster location needed, built to city spec and shown on all drawings and shown on detail
sheet. Dumpster location needs to be angled (modify proposed location on site plan). Contact
Tom Glenn, Solid Waste Program Coordinator, Tel. # 727-562-4930, ext. 7105 to confIrm
location.
7. Land Resources:
a) Tree survey is inaccurate, most of the pine trees were larger than stated, revise data prior to
building permit.
b) Show all trees and their canopies on all plans.
c) The trees proposed to be preserved in the median island are average to below average trees
and may not tolerate construction.
d) Re-route storm line away from the existing trees on the east property line prior to CDB.
e) Parking lot should be concrete "on grade" with a WANE aeration system at all trees with
canopies impacted by pavement. Submit prior to CDB.
f) Re-route water line to avoid tree impacts prior to CDB.
g) Revise irrigation plan to avoid tree impacts prior to building permit.
h) Revise Tree Preservation Plan to reflect modifIcation prior to building permit.
8. Fire:
Page 1 of2
a) No CO~s .
9. Environmental:
a) In lieu of a 25-foot wetland buffer, removal of all exotic vegetation from the site will be
required.
10. Communitv Response:
a)
11. Landscapinl!:
a) Show the actual canopies of all existing trees on, and including trees within 25' of adjoining
properties.
b) Proposed trees should not impact the existing trees indicated on the plan.
c) There is a weeping yaup on holly in the center of the circle drive located in the midst of the
three-sabal palms. Is this intentional? It does not appear on the color renderings submitted.
Adjust plans accordingly.
d) Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.D.
e) Screen the overhead doors from view.
NOTES:
Resubmit 15 collated copies of the revised plans and application material addressing all above departments'
comments by Thursday, November 6, 2003, no later than noon.
I IMS5clPDSIPlanning DepartmentlC D BIFLEXlPending cases I Up for the next DRCIEnterprise 2575 Tampa Bay WaterIFinal DRC Comments
JO. 30. 03. doc
Page 2 of2
T
It
.
CITY OF CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
loNG RANGE PlANNING
DEVELOPMENT REvIEW
October 6, 2003
Mr. Steven K. Luce, AICP
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607
RE: Application for Flexible Development approval to increase building height from
30 feet to 55 feet (62 feet at peak of roof and 48 feet at eaves), and to reduce the
side setback (east) from 20 feet to 10 feet to pavement (Case number: FLD2003-
09053,2575 Enterprise Road)
Dear Mr. Luce:
The Planning Staff has reviewed your application as referenced above. After a preliminary
review of the submitted documents, staff has determined that the application is complete, but
with the following submissions or revisions necessary:
1. Site data table: state the required number of parking spaces.
The Development Review Committee will review the application for sufficiency on October 30,
2003, in the Planning Department conference room - Room 216 - on the second floor of the
municipal service building, 100 South Myrtle Avenue in Clearwater. You or your client must be
present to answer any questions that the Committee may have regarding your application.
Any responses to the above comment may be helpful at the DRC meeting, but additional staff
comments will be provided at the meeting. Both the above stated comments and DRC
meeting comments must be addressed and submitted to the Planning Department by
November 6, 2003, no later than 12 noon (provide 15 copies of all submittals).
If you have any questions, please do not hesitate to call me at 727-562-4836.
Sincerely,
Mr~h~
Michael H. Reynolds, AICP
Senior Planner
S:\Planning Department\C D B\FLEX\Pending cases\Up for the next DRC\Enterprise 2575 Tampa Bay WateflEnterprise 2575 Completeness
Letter. doc
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT ~"D AFFIRMATNE ACTION EMPLOYER"
""
'"
CDB Meeting Date:
Case Number:
Agenda Item:
Applicant:
Representative:
Address:
~
.
December 16,2003
FLD2003-09053
E9
Tampa Bay Water, Mr. Jerry L. Maxwell, General Managet:" /'}
Mr. Keith Greminger, URS Corporation V ~ / ""Z
2575 Enterprise Road 10, i1I4l
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST:
EXISTING ZONING!
LAND USE:
PROPERTY SIZE:
PROPERTY USE:
ADJACENT ZONING!
LAND USES:
Flexible Development approval to permit an office building with an
increase of building height from 30 feet to 55 feet and a reduction of
the side (east) setback from 20 feet to 10 feet (to pavement), under
the provisions of Section 2-1004.F.
Office District (0); Residential/Office General (RIO G)
3.8 acres
Current Use: Vacant lot
Proposed Use: Office building with walkway to existing parking
garage
North: Commercial District (C); Retail
West: Open Space Recreation District (OSIR); Golf course;
East: Office District (0); Retail
South: Office District (0); Medical Offices;
ANALYSIS:
This 3.8-acre site is located on the north side of Enterprise Road, approximately 750 feet north of
Countryside Boulevard. The predominant character of the immediate vicinity is office and retail.
The proposal is to construct a 37,000 square foot three-story office building to serve as the
headquarters for Tampa Bay Water. The proposed building will have a light in color brick finish
and a pitched roof. A covered walkway is proposed to connect the building to an existing parking
garage located immediately east of the site. The site plan proposes 220 parking spaces, with 52
spaces located onsite and the remainder within the adjacent parking garage.
The applicant is seeking flexible approval for two deviations from the Community Development
Code: (1) an increase of building height from 30 feet to 55 feet and (2) a reduction of the side
(east) setback from 20 feet to 10 feet (to pavement), under the provisions of Section 2-1004.F.
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 1
.
e
The maximum building height reduction is sought to accommodate the building design, which
includes a pitched roof. The height of the building allows for greater vegetative space on the site.
The proposal exceeds the typical green space submittal by including an Irrigation
TraininglEducation Area to consist of irrigation/landscape test plots, passive observations by
practitioners and anticipated two to three field classes per year.
CODE ENFORCEMENT ANALYSIS:
There are no outstanding enforcement issues associated with this site.
STANDARDS AND CRITERIA: (Sections 2-1001.1 and 2-1004):
STANDARD PROPOSED CONSISTENT INCONSISTENT
MAXIMUM FLOOR 0.22 X
AREA RATIO (FAR)
(0.40
IMPERVIOUS 0.44 X
SURFACE RATIO
(ISR) (0.75)
LOT AREA 3.8 acres X
(minimum) (10,000 sq.
ft.)
LOT WIDTH 500 feet X
(minimum) (100 ft.)
FRONT SETBACK 45 feet (to pavement and building) X
(25 feet)
REAR SETBACK (20 20 feet to building X
feet)
SIDE SETBACK (10 East setback: 10 feet to pavement X*
feet)
HEIGHT (maximum) 55 feet to midpoint of the roof X*
(30 feet)
PARKING SPACES 220 spaces, including 5 handicap X
(111 spaces, plus 5 spaces
handicap spaces
required)
*See analysis section.
FLEXIBILITY CRITERIA (Section 2-1004.F):
Consistent Inconsistent
1.
Height: a. The increased height results in an improved site plan,
landscaping areas in excess of the minimum required or improved
design and appearance; b. The increased height will not reduce the
vertical component of the view from any adjacent residential property.
Sign. No sign of any kind is designed or located so that any portion of
the sign is more than six feet above the finished grade of the front lot
line of the parcel proposed for development unless such signage is part
[X]
[ ]
2.
[X]
[ ]
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 2
.
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3.
of an approved comprehensive sign program.
Off-street parking: The physical characteristics of a proposed building
are such that the likely uses of the property will require fewer parking
spaces per floor area than otherwise required or that the use of
significant portions of the building will be used for storage or other
non-parking demand-generating purposes.
4.
Front setback: The reduction in front setback results in an improved
site plan or improved design and appearance.
GENERAL STANDARDS (Section 3-913):
1. Development of the land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties.
2. Development will not hinder or discourage development and use of
adjacent land and buildings or significantly impair the value thereof.
3. Development will not adversely affect the health or safety of persons
residing or working in the neighborhood.
4. Development is designed to minimize traffic congestion.
5. Development is consistent with the community character of the
immediate vicinity.
6. Design of the proposed development minimizes adverse effects,
including visual, acoustic and olfactory and hours of operation
impacts on adjacent properties.
[X]
[ ]
[X]
[ ]
Consistent Inconsistent
[X] [ ]
[X] [ ]
[X] [ ]
[X] [ ]
[X] [ ]
[X] [ ]
SUMMARY AND RECOMMENDATION:
The Development Review Committee reviewed the application and supporting materials on
October 30, 2003. The Planning Department recommends APPROVAL of the application for
Flexible Development approval to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F., with the following bases and conditions.
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all signage meet Code, consist of channel letters for any wall signs, and be architecturally
integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 3
. . ~
. "
.
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,
4, That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Prepared by: Planning Department Staff:
/It/.~ ". ~
Michael H. Reynolds, AICP, Senior Planner
ATTACHMENTS:
Aerial Photograph of Site and Vicinity
Location Map
Future Land Use Map
Zoning Atlas Map
Application
S:\Planning DepartmenflC D B\FLEX\Pending cases\Up for the next CDB\Enterprise 2575 Tampa Bay Water (O}\Enterprise 2575 Staff
Report,doc
Staff Report - Community Development Board - December 16, 2003 - Case FLD2003-09053 - Page 4
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Location Map
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Property
Size(Acres) :
FLD2003-09053
Owner: I ABR Plymouth Plaza, LTD.
Site:
3.8 acres
PIN:
30/28/16/00000/340/0110
Atlas Page:
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Zoning Map
I Case:
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Size(Acres) :
Owner: I ABR Plymouth Plaza, LTD.
Site:
2575 Enterprise Road
FLD2003-09053
3.8 acres
PIN:
30/28/16/00000/340/0110
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Existing Land Use Map
Owner: ABR Plymouth Plaza, LTD.
Case:
FLD2003-09053
Site: 2575 Enterprise Road
Property
Size(Acres):
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PIN:
30/28/16/00000/340/0110
Atlas Page:
221A
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Aerial Map
Owner: I ABR Plymouth Plaza, LTD.
Case:
FLD2003-Q9053
Site:
2575 Enterprise Road
Property
Size(Acres) :
3.8 acres
PIN:
30/28/16/00000/340/0110
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~nditions Associated With
FLD2003-09053
2575 ENTERPRISE RD
e
10/07/2003
landscape
10/07/2003
10/07/2003
10/07/2003
Arden Dittmer
562-4604
Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.0.
Not Met
Arden Dittmer
562-4604
Show the actual canopies of all existing trees on, and including trees within 25' of adjoining
properties.
Proposed trees should not impact the existing trees indicated on the plan.
Not Met
Not Met
There is a weeping yaupon holly in the center of the circle drive located in the midst of the three
sabal palms.. is this intentional? It does not appear on the color renderings submitted. Adjust
plans accordingly.
Not Met
10/20/2003
land Resource Condition
Rick Albee
562-4741
10/20/2003
10/20/2003
10/20/2003
10/20/2003
10/20/2003
10/20/2003
10/20/2003
Tree survey is inaccurate, must of the pine trees were larger than stated, revise data prior to Not Met
building permit.
Show all trees and there canopies on all plans. Not Met
The trees proposed to be preserved in the median island are average to below average trees and Not Met
may not tolerate construction.
Re-route storm line away from the existing trees on the east property line prior to D.O. Not Met
Parking lot should be concrete "on grade" with a WANE aeration system at all trees with canopies Not Met
impacted by pavement. Submit prior to building permit.
Re-route water line to avoid tree impacts prior to D.O. Not Met
Revise irrigation plan to avoid tree impacts prior to building permit. Not Met
Revise Tree Preservation Plan to reflect modification prior to building permit. Not Met
CaseConditons
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Conditions Associated With
FLD2003-09053
2575 ENTERPRISE RD
10/07/2003
Arden Dittmer 562-4604
Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.0.
Not Met
landscape
1 0/07/2003
Arden Dittmer
562-4604
10/07/2003
Show the actual canopies of all existing trees on, and including trees within 25' of adjoining
properties.
Proposed trees should not impact the existing trees indicated on the plan.
Not Met
Not Met
10/07/2003
There is a weeping yaupon holly in the center of the circle drive located in the midst of the three
sabal palms.. is this intentional? It does not appear on the color renderings submitted. Adjust
plans accordingly.
Not Met
land Resource Condition
Rick Albee
562-4741
10/20/2003 Tree survey is inaccurate, must of the pine trees were larger than stated, revise data prior to Not Met
building permit.
10/20/2003 Show all trees and there canopies on all plans. Not Met
10/20/2003 The trees proposed to be preserved in the median island are average to below average trees and Not Met
may not tolerate construction.
10/20/2003 Re-route storm line away from the existing trees on the east property line prior to D.O. Not Met
10/20/2003 Parking lot should be concrete "on grade" with a WANE aeration system at all trees with canopies Not Met
impacted by pavement. Submit prior to building permit.
10/20/2003 Re-route water line to avoid tree impacts prior to D.O. Not Met
10/20/2003 Revise irrigation plan to avoid tree impacts prior to building permit. Not Met
10/20/2003- Revise Tree Preservation Plan to reflect modification prior to building permit. Not Met
Print Date: 10/21/2003
CaseConditons
Page 1 of 1
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Inditions Associated With e
FLD2003-09053
2575 ENTERPRISE RD
10/07/2003
Landscape
10/07/2003
10/07/2003
10/07/2003
Arden Dittmer 562-4604
Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.D.
Arden Dittmer
562-4604
Show the actual canopies of all existing trees on, and including trees within 25' of adjoining
properties.
Proposed trees should not impact the existing trees indicated on the plan.
There is a weeping yaupon holly in the center of the circle drive located in the midst of the three
sabal palms.. is this intentional? It does not appear on the color renderings submitted. Adjust
plans accordingly.
Print Date: 10/13/2003
1 of 1
Not Met
Not Met
Not Met
Not Met
CaseConditons
Pinellas County Property Appraiser Information: 3028 16000003400110
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Pinellas County Property Appraiser
Parcel Information
B,.l(;.k:..tQ...S~.gr(;h.pgg.~.
An_t0-P@Il~tion_Qf thi~gLe~n
http://pao.co.pinellas.fl.us/htbin/cgi-scr3?0=1&a=1 &b= l&c= 1 &r=.16&s=4&u=0&p=30+2... 9/26/2003
Pinellas County Property APpraise.formation: 30 28 16 00000 340 0110 e
Page 1 of 4
AppraiS~lLinfQJIJlaliQl1
BlJildinginfQnnatiOl1
Map. 0.16 mile radius
Same area. cartographic information
Sam~ar~a,Lal1dJ]s~,Pmp~rtylls~_<::od_e~~lG,
Sa1Jl~J![~a. Sales Info
Mass Appraisal is the systematic appraisal of groups of properties as of a given date using
standardized procedures and statistical testing. Its purpose is to provide an equitable and efficient
appraisal of all property in a jurisdiction for ad-valorem tax purposes.
We recognize that there is a reasonable range of values within which a property can sell. Our
Mass Appraisal Market Value tends toward the lower end of the range. Recent upgrades or
remodeling efforts completed by a seller in order to prepare a property for sale, especially those
on the interior of a building, are often not reflected in our Comparable Sales Value.
Finally, our values are historical and are developed using arms length sales from the three years
prior to January 1. For this reason, our values are generally lower than what a seller will ask for a
property in today's appreciating market.
Appraisal Information
http://pao.co.pinellas.fl. us/htbin/cgi -scr3 ?o= 1 &a= 1 &b= 1 &c= 1 &r=.16&s=4&u=0&p=30+ 2... 9/26/2003
Pinellas County Property Appraiser Information: 30 28 16 00000 340 0110.
e .
Page 2 of 4
30 / 28 / 16 / 00000 / 340 / 0110
Z6-Sep-Z003 JiM SMith, CFA Pinellas County Property Appraiser 09:Z1:19
Ownership InforMation Uacant Property Use and Sales
A B R PLYMOUTH PLAZA LTD
5130 MAIN ST STE 6
NEW PORT RICHEY FL 3465Z-Zi 05
COMparable sales value as Prop Addr: 0
of Jan 1, 2003, based on Census Trac t : .00
sales frOM 2001 - 2002:
0 Sale Date OR BoOk/Page Price (Qual/UnQ) Vac/IMp
Plat InforMation 0 /0 01 0 0 ( )
0000: Book Pgs - 0 /0 01 0 0 ( )
0000: Book Pgs - 0 /0 01 0 0 ( )
0000 : Book Pgs - 0 /0 01 0 0 ( )
2003 Value EXEMPTIONS
Jus t / Marke t: 943.100 HOMestead: 0 Ownership % .000
Historic : 0 Use %: .000
Assessed/Cap: 943.100 Tax ExeMpt %: .000
Other ExeMp t : 0
Taxable: 943.100 Agricultural: 0
2003 Tax InforMation Land InforMation
District: CW Seawall: Frontage:
Clearwater View:
03 Millage: Z3.0851 Land Size Unit Land Land Land
Front x Depth Price Units Meth
02 Taxes: ZI.965.84
1) 0 x 0 6.50 170.698.7 S
Special Tax .00 2) 0 x 0 .00 .00
3) 0 x 0 . 00 .00
Without the Save-Our-HoMes 4) 0 x 0 .00 .00
cap, 2003 taxes will be : 5) 0 x 0 .00 .00
ZI. 771. 56 6) 0 x 0 .00 .00
Without any exeMptions, Total Land Value: LI09.54Z
2003 taxes will be :
ZL 771. 56
Short Legal FROM PNT ON S R/W OF SR 580 & E R/W OF ENTERPRISE
Description RD TH S 1150FT (S) FOR POB TH E ZZOFT TH S 135FT TH E L
Building Information
http://pao.co.pinellas.fl.uslhtbin/cgi -scr3 ?o= 1 &a= 1 &b= 1 &c= 1 &r=.16&s=4&u=0&p=30+ 2... 9/26/2003
Pinellas County Property Appraiser Information: 3028 16000003400110.
e .
30 / 28 / 16 / 00000 / 340 / 0110
Page 3 of 4
Z6-Sep-Z003 JiM sMith, CFA Pinellas COunty Property Appraiser
Vacant Parcel Property Use: 000 Land Use: 10
09:Z1:Z0
Vacant Extra Features
Description DiMensions Price Units Value RCD Year
1) .00 0 0 0 0
2) .00 0 0 0 0
3) .00 0 0 0 0
4) .00 0 0 0 0
5) .00 0 0 0 0
6) .00 0 0 0 0
TOTAL RECORD VALUE: 0
Map With Property Address (non-vacant)
~~[t][f]~~
http://pao.co.pinellas.fl. uslhtbinlcgi -scr3 ?o= 1 &a= 1 &b= 1 &c= 1 &r=.16&s=4&u=0&p=30+ 2... 9/26/2003
8. Case: FLD2003.45 -700 S. Gulfview Boulevard .
Ownerl Applicant: Mr. Elias Anastasopoulas.
Representative: Mr. Alex Plisko, Plisko Architecture, P A (800 Drew Street,
Clearwater, FL 33755; phone: 727-442-7200; fax: 727-447-6914; email:
archp@verizon.net).
Location: 0.51 acre located on the north side of Gulfview Boulevard at the
intersection with Parkway Drive.
Atlas Page: 285A.
Zoning: T, Tourist District.
Request: Flexible Development approval to permit retail sales and services with a
reduction of the front (south) setback from 15 feet to four feet (to pavement),
reductions of the front (west) setback from 15 feet to two feet (to building) and
from 15 feet to zero feet (to sidewalk), reductions of the side (north) setback from
10 feet to zero feet (to ramp), from 10 feet to one foot (to building) and from 10
feet to five feet (to rubber matting), reductions of the side (east) setback from 10
feet to zero feet (to pavement) and from 10 feet to three feet (to rubber matting), a
reduction of required parking from five spaces per 1,000 square feet (38 spaces)
to 3.19 spaces per 1,000 square feet (23 spaces) and a reduction in the width of
the required foundation landscaping adjacent to the building from five feet to two
feet, as part of a Comprehensive Infill Redevelopment Project, under the
provisions of Section 2-803.C.
Proposed Use: A 7,610 square-foot retail sales and services building.
Neighborhood Association: Clearwater Beach Association (Pres. Mr. David
MacNamee, 827 Mandalay Ave., Clearwater, FL 33767; phone: 727-446-5801; e-
mail: dmacnav@att.net).
Presenter: Wayne M. Wells, AICP, Senior Planner.
9. Case: FLD2003-09053 - 2575 Enterprise Road
Owner: ABR Plymouth Plaza, LTD.
Applicant: Tampa Bay Water, Mr. Jerry L. Maxwell, General Manager
Representative: Mr. Steve Luce, URS Corporation (7650 W. Courtney Campbell
Causeway, Tampa, FL 33607; phone: 813-636-2418).
Location: 3.8 acres on the north side of Enterprise Road, approximately 750 feet
north of Countryside Boulevard.
Atlas Page: 221A.
Zoning: 0, Office District.
Request: Flexible Development approval to permit an office building with an
increase of building height from 30 feet to 55 feet and a reduction of the side
(east) setback from 20 feet to 10 feet (to pavement), under the provisions of
Section 2-1004.F.
Proposed Use: 37,000 square foot three-story office building.
Neighborhood Association: None.
Presenter: Michael H. Reynolds, AICP, Senior Planner.
Community Development Board Agenda - December 16, 2003 - Page 6
..
Case: FLD2003-09053 - 257_terprise Road
Owner: ABR Plymouth Plaza_D.
'I Applicant: Tampa Bay Water, Mr. Jerry L. Maxwell, General Manager
Representative: Mr. Steve Luce, URS Corporation (7650 W. Courtney Campbell Causeway, Tampa, FL
33607; phone: 813-636-2418).
Location: 3.8 acres on the north side of Enterprise Road, approximately 750 feet north of Countryside
Boulevard.
Atlas Page: 221A.
Zoning: 0, Office District.
Request: Flexible Development approval to increase building the height from 30 feet to 55 feet and to
reduce the side setback (east) from 20 feet to 10 feet to pavement, under the provisions of Section 2-
1004.F.
Proposed Use: 37,000 square foot three-story office building.
Neighborhood Association: None.
Presenter: Michael H. Reynolds, AICP, Senior Planner.
.
2:10 p.rn.
Attendees included:
City Staff: Frank Gerlock, Bryan Berry, Duanne Anderson, Rick Albee, Tom Glenn and Scott Rice.
ApplicantJRepresentative: Steve Luce, Paula Dye, Paul Kurtz, and Josh Bradley
The DRC reviewed this application with the following conunents:
1. Parks and Recreation:
a) No Comments
2. Stormwater:
a) Proposed stormwater pond must meet 24hr recovery per City of Clearwater Drainage Criteria.
Please provide drawdown calculations demonstrating that the water quality volume will be
available in 24 hrs. This must be addressed prior to CDB.
b) Provide copy of approved SWFWMD permit prior to building permit.
3. Traffic Ene:ineerine::
a) No comments.
4. General Ene:ineerine::
a) Need to confirm location of existing 8-inch diameter water main under proposed building
prior to CDB.
5. Plannine::
a) Site data table: state the required number of parking spaces.
b) All signage proposed will need to meet the City of Clearwater sign code. See Sections 3-1801
through 3-1807.
c) Any wall signage should consist of channel letters.
d) Any proposed signage needs to be architecturally integrated to the design of the building and
site.
e) Provide a plan note on the site plan, which provides explanative information about the
irrigation/training area, including the number of anticipated training/touring events per year.
t) Provide color elevations for all sides of the proposed building.
6. Solid Waste:
a) Dumpster location needed, built to city spec and shown on all drawings and shown on detail
sheet. Dumpster location needs to be angled (modify proposed location on site plan). Contact
Tom Glenn, Solid Waste Program Coordinator, Tel. # 727-562-4930, ext. 7105 to confirm
location.
7. Land Resources:
a) Tree survey is inaccurate, most of the pine trees were larger than stated, revise data prior to
building permit.
b) Show all trees and their canopies on all plans.
c) The trees proposed to be preserved in the median island are average to below average trees
and may not tolerate construction.
d) Re-route storm line away from the existing trees on the east property line prior to CDB.
e) Parking lot should be concrete "on grade" with a WANE aeration system at all trees with
canopies impacted by pavement. Submit prior to CDB.
Development Review Committee Action Agenda -Thursday, October 30, 2003 - Page 21
t
8.
.
9.
10.
f) Re-route water.o avoid tree impacts prior to CDB. a
g) Revise irrigatio n to avoid tree impacts prior to building perm'
h) Revise Tree Preservation Plan to reflect modification prior to building permit.
Fire:
a) No Comments
Environmental:
a) In lieu of a 25-foot wetland buffer, removal of all exotic vegetation from the site will be
required.
Community Response:
a)
Landscapine:
a) Show the actual canopies of all existing trees on, and including trees within 25' of adjoining
properties.
b) Proposed trees should not impact the existing trees indicated on the plan.
c) There is a weeping yaupon holly in the center of the circle drive located in the midst of the
three-sabal palms. Is this intentional? It does not appear on the color renderings submitted.
Adjust plans accordingly.
d) Plan does not meet the requirements of perimeter plantings in Code Section 3-1202.D.
e) Screen the overhead doors from view.
11.
NOTES:
Resubmit 15 collated copies of the revised plans and application material addressing all above departments'
comments by Thursday, November 6, 2003, no later than noon.
Development Review Committee Action Agenda -Thursday, October 30, 2003 - Page 22
,..---
-
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CLEARWATER
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CITY OF
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUIlDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
loNG RANGE PlANNING
DEVELOPMENT REviEW
October 17,2003
Mr. Frederick L. Busack, Esq.
Pennington, Moore, Wilkinson, Bell & Dunbar, P.A.
2701 North Rocky Point Drive, Suite 930
Tampa, FL 33607
Re: Proposed Tampa Bay Water office site, 2575 Enterprise Road, Case FLD2003-09053
Dear Mr. Busack:
Thank you for your letter of explanation regarding the proposed Tampa Bay Water office site at
2575 Enterprise Road, including the attachments. Based on the information contained in your
letter, I agree that a Minor Lot Adjustment is unnecessary.
Should you have any additional questions regarding this site and the Flexible Development
proposal, please contact Michael Reynolds, AICP, Senior Planner, at 727-562-4836.
Sincerely,
IJrMf~f1. W~
Way6.e M. Wells, AICP
Senior Planner
\\MS5c\PDS\Planning Department\C 0 B\FLEX\Pending cases\Up for the next DRC\Enterprise 2575 Tampa Bay Water\Enterprise 2575 Lot
Line Letter 10,\ 7.03.doc
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BII.I.JONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER"
~.
ennlngton
Moore
Wilkinson
Bell~
Dunbar P.A.
ATTORNEYS AT LAW
\V \V \V P l' 11 11 i Il g t () 11 1.1 W . co III
tit
.
Frederick L. Busack
Attorney at Law
(813) 639-9599
fred(al,penningtonlaw. com
October 2, 2003
Wayne Wells
Senior Planner
100 South Myrtle Avenue
Clearwater, FL 33756
Re: Proposed Tampa Bay Water Office Site
Dear Mr. Wells,
Thank you for getting back in touch with me on Tuesday. Pursuant to your
request, this letter reiterates the discussion we had on the telephone last Tuesday
regarding the parcel upon which Tampa Bay Water wishes to construct its headquarters.
As we discussed on the telephone, it appears that implementation of the Minor Lot
Adjustment process outlined in your email to Paula Dye dated September 26, 2003 would
be inappropriate due to the specific facts surrounding the transaction by which the parties
originally attempted to split the parent parcel into two separate lots.
In July 2002, ABR Plymouth Plaza, Ltd. (hereinafter "Plymouth") attempted to
grant Decade Companies Income Properties, a limited partnership (hereinafter "Decade")
the eastern portion of the parent tract via a special warranty deed recorded at Official
Records Book 12271, Page 1464 of the Public Records of Pinellas County, Florida. A
copy of this recorded deed is attached for your easy reference as Exhibit A. Also
attached as Exhibit B for your easy reference is a drawing prepared by Northside
Engineering Services, Inc. in July 2002. This drawing seems to indicate the lot
configuration that the parties had hoped to create by the conveyance.
The legal description in the deed attached hereto as Exhibit A attempted to create
two lots out of the parent tract by first describing the entire parent tract (referenced in the
legal description as Parcel 1) then lessing out the western lot (referenced in the legal
description as Parcel 2). If done properly, this would have resulted in a conveyance of
the eastern lot to Decade. Unfortunately, a careful review of the "less out" portion
(Parcel 2) of the legal description reveals that it is missing two calls and distances as
noted in Exhibit A. Without these two calls, the legal description cannot close and is
therefore deficient to describe the intended conveyance. As a result, the deed attached as
Exhibit A failed to convey the property to Decade and the parent parcel remained intact.
As I indicated to you on the telephone and discussed with Mr. Dye, it is unclear to
us how the drawing was produced in the Property Appraiser's map with the defective
2701 North Rocky Point Drive, Suite 930
.
Tampa, FL 33607
.
(813) 639-9599
.
(813) 639-1488 fax
CLEARWATER
TALLAHASSEE
TAMPA
~-
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e
Page Two
October 2, 2003
W ayne Wells
legal description as it would be impossible to locate the east line of the western parcel
from the legal description included in the deed. I understand that your maps are based
upon the Property Appraiser's maps and would therefore also contain the erroneous east
boundary line depiction.
We discovered this title defect and brought it to the attention of Plymouth's
attorney. Plymouth and Decade agreed to file a corrective deed that properly described
the parcels conveyed. This Corrective Special Warranty Deed is recorded at Official
Records Book 13066, Page 1214 of the Public Records of Pinellas County, Florida, a
copy of which is attached hereto as Exhibit C for your easy reference.
You indicated to me that you had reviewed the survey prepared by Orris Clark
Sartor last August which properly illustrates the location of the east boundary of the
western lot based upon the corrected legal description. You also indicated that you
recognized that the survey illustrates that the eastern boundary of the western lot lies
more than 20 feet from the parking garage located on the eastern lot. Consequently, there
appears to be no basis for implementing the Minor Lot Adjustment process as the
required setback already exists and can now be properly illustrated in a survey because
the complete legal description is now part of the public record thanks to the recording of
the corrective special warranty deed.
We hope that this letter meets your needs, and pursuant to our discussion on the
telephone, we understand that Tampa Bay Water need not engage in the Minor Lot
Adjustment process. If this is not the case, or if you have any additional questions, please
contact me at our Tampa office. Thank you for your assistance in this matter.
s~/~
Frederick L. Busack, Esq.
Pennington, Moore, Wilkinson, Bell & Dunbar, P.A.
Enclosure
cc: Paula Dye
Linda Roberson
Barrie Buenaventura
Steve Luce
Charles Dye
. <
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EXHIBIT "A"
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k'MlEN F. ][ J!Jl(ER, ClERK If :'
PINELLAS COONTY, FLORIDA URT . f
02-376868 OCT- 8-2002 4 : 22PN
FINEllAS CO 8K 12271 PG 1464
111111I111111111I1111I11111111I111111 JIIII 1111 III'
This instrument prepar ~y and after
recording, return to: \/ b
Leo J. Salvatori, Esq.
Quarles & Brady
4501 Tamiami Trail North
Suite 300
Naples, Florida 34103
-------------------
6C2'i5594 10-09-2002 16~23:30 DAT
51 . OED-DECADE CDlWANlES INCOME
038535
1":02376969 Bf{:1.'l2'71 SPG:W4 Effi:l468
RECORDING 005 PAGES 1 $24. 00
DOC 3TAIi' - DR2l9 3 $25,625.00
$23,649.00
$23,649.00
$.00
SPECIAL WARRANTY DEED
:\';-
THIS SPECIAL WARRANTY, made this "70 day of July, 2002, between ABR
PLYMOUTH PLAZA, LTD., a Florida limited partnership, whose post office address is 6620
Rowan Road, New Port Richey, Florida 34653, ("Grantor"). and DECADE COMPANIES
INCOME PROPERTIES, A LIMITED PARTNERSHIP, a Wisconsin limited partnership, whose
post office address is N 19 W24130 Riverwood Drive, Suite 100, Waukesha, Wisconsin
53188, ("Grantee").
WITNESSETH that Grantor, for and in consideration of the sum of Ten Dollars
($10.00). and other good and valuable consideration to Grantor in hand paid by Grantee.
the receipt whereof is hereby acknowledged, have granted, bargained and sold to Grantee,
and Grantee's heirs and assigns forever, the following described land, situate, lying and
!:" being in Pinellas County, Florida, to-wit:
F::.'~'.:'; ._~__
;'.?~:~~ BUq:> CD See Exhibit A attached hereto and incorporated herein by virtue of this
O:<;':>~316.05. . reference;
I";'..'!"
Subject to those items set forth on Exhibit B attached hereto and
incorporated herein by virtue of this reference.
F~~:.::'" ~-:
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t-:'.t;
",-., .. and Grantor does hereby Covenant with Grantee that except as noted above, title to the
l.~ "i~li:lnd is free from all encumbrances made by Grantor and that Grantor will fully warrant the
-lfjJJ;r ~.. .:'..title to said land, and will defend the same against the lawful claims of all persons claiming
. :;:' '>.,:;.$'i by or through Grantor, but against none other.
-:; i.~' .,'.. .
IN WITNESS WHEREOF. Grantor has hereunto set Grantor's hand and seal the day and
year first a ve written.
,/
By: (Corporate Seal)
REED DEVELOPMENT COMPANY,
a Florida corporation, as General
,----Partner. . __
"""--.. "\(\ '. --.......... \.
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By: -..\. c. '- -~-:::':'~'::'d
Robert M. Reed, II, as President
ABA PLYMOUTH PLAZA. LTD., a Florida
limited partnership
.~/'.'~'/;. . ". .~. .i / (
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Witness No.2 Printed Name
QBNAPIJ5913C!.J
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escription: Pinellas,FL Document-Book.Paae 12271.14~4 Paa~' 7 ~F ~
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FINELLAS COUNTY rLA.
Orr,REC.8K 12271 FG 1465
The foregoing instrument was acknowledged betor
by Robert M. Reed II, as President of Reed Develo e C
as General Partner and on behalf of ABR PLY 0 L
partnership, who is personally known to e.
V
e,this'3Q: day ot July, 2002
any, a Florida corporation;
Z LTD., a Florida limited
:.;i
QBNAP\359130.3
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TYPED, PRINTED OR STAMPED NAME OF NOTARY PUBLIC
My Commission Expires:
~~~/i;;} LEOJ. SAlVATORI
Wi ';.\ MY COMMISSION t CC 967892,
. . " EXPIRES: Noven'ber 28, 2004
, 10 hndI4Thn1""'"PubIc~,.
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OFr .REC.8K
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12271 PI3 1466 I
EXHIBIT A
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)escription: Pinellas,FL Document-Book.Page 12271.1464 Page: 3 of 5
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PINELLAS COUNTY rLA
Orr.REC.8K 12271 PO 1487
Exhibit B
Permitted Encumbrances
1. Easement in favor of Florida Power Corporation recorded in Official Record Book
6090. Page 835, of the Public Records of Pinellas County, Florida.
2. Easement contained in that certain instrument recorded January 30, 1973, in
Official Record Book 3986, Page 85, of the Public Records of Pinellas County,
Florida.
3. Easements in favor of the City of Clearwater recorded in Official Record Book 4223.
Page 1502; Official Record Book 4442. Page 1147; Official Record Book 4595,
Page 56; and Official Record Book 9524, Page 266, all of the Public Records of
Pinellas County. Florida.
4. Reciprocal easement agreement recorded in Official Record Book 4245, Page 1654;
and in Official Record Book 4282. Page 1150. of the Public Records of Pinellas
County, Florida.
5. Reciprocal easement and parking agreement recorded in Official Record Book 4416,
Page 98, of the Public Records of Pinellas County, Florida.
6. Restrictions contained in those certain deeds recorded in Official Record Book 4415,
Page 1151; and in Official Record Book 4434, Page 842, of the Public Records of
Pinellas County, Florida.
7. The rights of those tenants in possession as a result of those leases set forth on the
Assignment of Leases and Security Deposit and Assumption Agreement between
Grantor and Grantee of even date herewith.
8. Assumption Agreement and Consolidation, Renewal and Restatement of Mortgages
and Security Agreements and Assignments of Leases and Rents and Spreader
Agreement and Notice of Future Advance recorded July 29, 1997 in Official Record
Book 9788, Page 838 of the Public Records of Pinellas County, Florida.
9. Assignment of Rents, leases, Profits and Contracts, from ABR Plymouth Plaza.
ltd.. in favor of The Chase Manhattan Bank. N.A.. recorded December 3, 1992, in
Official Record Book 8108. Page 2202; said Assignment was assigned to Teachers
Insurance and Annuity Association of America by instrument recorded in Official
Record Book 9788. Page 831; said Assignment was modified and restated by
document recorded in Official Record Book 9788, Page 928; all of the Public
Records of Pinellas County, Florida.
10. UCC-l Financing Statement from ABR Plymouth Plaza, Ltd., in favor of The Chase
Manhattan Bank. N.A., recorded in Official Record Book 8108, Page 2214; said
Financing Statement was assigned to Teachers Insurance and Annuity Association
of America by instrument recorded in Official Record Book 9788, Page 837; said
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Description: Pinellas,FL Document-Book.Page 12271.1464 Page: 4 of 5
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PINELLAS COUNTY FLA.
OFF.REC.8K 12271 PG 1488
Assignment was modified and restated by document recorded in Official Record
Book 9788, Page 944; all of the Public Records of Pinellas County, Florida.
11.
Parking Easement Agreement between Grantor and Grantee of even date herewith.
12.
Signage Easement Agreement between Grantor and Grantee of even date herewith.
13.
Cross-Easement Agreement between Grantor and Grantee of even date herewith.
14.
Ad valorem real estate taxes for the year 2002 and all subsequent year, bearing Tax
Identification Number 30-28-16-00000-340-0100.
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Description: Pinellas,FL Document-Book.Page 12271.1464 Page: 5 of 5
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EXHIBIT "C"
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This instrument prepared by and after recording, retum
to:
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Leo J. Salvatori, Esq.
Quarfes & Brady
4501 Tamiami Trail North
Suite 300
Naples. Florida 34103
03-391939 SPT-12-2003 5:0~
PINELLAS CO BK 13066 PG 1214
,..........
CORRECTIVE SPECIAL WARRANTY DEED
THIS CORRECTIVE SPECIAL WARRANrY, made this~ day of ~"JIJAJl2003, between ABRZ-"
PLYMOUTH PLAZA, LTD., a Florida limited partnership, whose ~ffice address is 5130
Main Street, ##6, New Port Richey, FL 34652, rGrantor"), and DECADE COMPANIES INCOME
PROPERTIES. A UMITED PARTNERSHIP, a Wisconsin Hmited partnership, whose post office
address is N19W24130 Riverwood Drive, Suite 100, Waukesha, WI 53188, ("Grantee").
WITNESSETH that Grantor, for and in consideration of the sum of Ten Dollars ($10.00),
and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt
s- whereof is hereby acknowledged, have granted, bargained and sold to Grantee, and Grantee's
;,i Ra:ORD~irs and assigns forever, the following described land, situate, lying and being in Pinellas
:: iC:;N County, Florida, to-wit:
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i 11rl~,la't free from all encumbrances made by Grantor and that Grantor will fully warrant the tiUe to said
I t 1"'4/ land, and wiD defend the same against the lawful claims of all persons claiming by or through
I Grantor. but against none other.
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See Exhibit A attached hereto and incorporated herein by virtue of this reference:
Subject to those items set forth on Exhibit B attached hereto and incorporated
herein by virtue of this reference.
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This corrective document is given for the express purpose of correcting a clerical error in
the legal description of the original instrument which was recorded in Official Records Bool<
12271, Page 1464, of the Public Records of Pinellas County, Ronda.
WHEREOF, Grantor has hereunto set Granto(s hand and seal the day and
e Yjlitten.
ABR PLYMOUTH PLAZA. L TO., a
Florida limited partnership
By:
QBNAP\401600.1
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PINELLRS COUNTY rLR.
Orr.REC.BK 13066 PG 1215
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STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was acknowledged before me this qth day ".4nl..J1I2003 by
ROBERT M. REED, II, as President of REED DEVELOPMENT COM~ Florida
corporation. as General Partner and on behalf of ABR PL VMOUTH PLAZA. L TO.. a Florida
limited partnership, who is personally known to r~ . , ~ t1
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Notary Pti) D*aK......
. . .., C4I'nIlIiIeIan DOO5Z784
~ ~ ~__20.2005 - -
TYPED. PRINlED OR STNoFED NAME OF NOTARY P\JSUC
My Commission Expires:
QaNAP\401600.1
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EXHIBIT A
PIHELLRS COUHTV fLR.
or~ .REC.8K 13068 PG 1218
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PINELLAS COUNTY FLA
OFF.REC.8K lSOSS PG 1217
Exhibit B
Permitted Encumbrances
1. Easement in favor of ROOda Power Corporation recorded in Official Record Book 6090,
Page 835, of the Public Records of Pinellas County, Florida.
2. Easement contained in that certain instrument recorded January 30, 1973, in Official
Record Book 3986, Page 85, of the Public Records of Pinellas County, Florida.
Easements in favor of the City of Clearwater recorded in Official Record Book 4223,
Page 1502; Official Record Book 4442, Page 1147; Official Record Book 4595, Page 56;
and Official Record Book 9524, Page 266, all of the Public Records of Pinellas County,
Florida.
4. Reciprocal easement agreement recorded in Official Record Book 4245. Page 1654; and
in Official Record Book 4282, Page 1150, of the Public Records of Pinellas County,
Florida.
3.
5. Reciprocal easement and parking agreement recorded in Official Record Book 4416,
Page 98, of the Public Records of Pinellas County, Florida.
6. Restrictions contained in those certain deeds recorded in Official Record Book 4415,
Page 1151; and in Official Record Book 4434, Page 842, of the Public Records of
Pinellas County, Florida.
7. The rights of those tenants in possession as a result of those leases set forth on the
Assignment of Leases and Security Deposit and Assumption Agreement between
Grantor and Grantee of even date herewith.
8. Assumption Agreement and Consolidation. Renewal and Restatement of Mortgages and
Security Agreements and Assignments of Leases and Rents and Spreader Agreement
and Notice of Future Advance recorded July 29, 1997 in Official Record Book 9788,
Page 838 of the Public Records of Pinellas County, Florida.
9. Assignment of Rents, Leases, Profits and Contracts, from ABR Plymouth Plaza, Ltd., in
favor of The Chase Manhattan Bank, NA. recorded December 3, 1992. in Official
Record Book 8108, Page 2202; said Assignment was assigned to Teachers Insurance
and Annuity Association of America by instrument recorded in Official Record Book
9788. Page 831; said Assignment was modified, and restated by document recorded in
Official Record Book 9788. Page 928; all of the Public Records of Pinellas County,
Florida.
10. UCC.1 Financing Statement fromABR Plymouth Plaza, Ltd., in favor of The Chase
Manhattan Bank, N.A., recorded in Official Record Book 8108, Page 2214; said
Financing Statement was assigned to Teachers Insurance and Annuity Association of
America by instrument recorded in Official Record Book 9788, Page 837; said
Assignment was modified and restated by document recorded in Official Record Book
9788, Page 944; all of the Public Records of Pinellas County, Florida.
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PIMELLR5 COUHTY rLA.
orr.REC.BK 13066 PG 1218
11. Parking Easement Agreement between Grantor and Grantee of even date herewith.
12. Signage Easement Agreement between Grantor and Grantee of even date herewith.
13. cross-Easement Agreement between Grantor and Grantee of even date herewith.
14. Ad valorem real estate taxes for the year 2002 and all subsequent year. bearing Tax
Identification Number 30-28-16-00000-340-0100.
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FedEx I Ship Manager I Label ii) 2008 8552
-
Page 1 of 1
From: Dorothy Deluca (813;639-9599
Pennington law Firm
2701 N ROCKY POINT DR
Suite 930
Tampa, Fl,33607
REVENUE BARCODE
1111111I11111111111
~,
To: Wayne Wells, Sr. Planner (727)562-4504
Pinellas County
100 South Mrytle Street
Clearwater, FL, 33756
Ref: 14403 18205
SHIP DATE: 020CT03
WEIGHT: 1 LBS
33756-FL-US
II I
PRIORITY OVERNIGHT
TPA
34 CLWA
FRI
A2
TRK # 7910 2008 8552 o~'If1
Deliver by:
030CT03
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Wells, Wayne
From:
Sent:
To:
Cc:
Subject:
Wells, Wayne
Friday, September 26, 2003 2:24 PM
'Paula Dye'
Reynolds. Mike
RE: FLD2003-09053;2575 Enterprise Road; Tampa Bay Water Proposed 37, 000 square
foot building site plan
Paula -
It is my understanding that the property with the office building and parking garage at
26750 US 19 was previously divided into two lots: Lot A (eastern lot) - Parcel
30/28/16/00000/340/0100, with the office and parking garage; and Lot B (western lot) -
Parcel 30/28/16/00000/340/0110, the vacant parcel Tampa Bay Water is purchasing. This
parcel division occurred when a deed was recorded selling the eastern Lot A in October
2002. This sale created a 2.5-foot side setback to the parking garage, in violation of
our Code setback provisions. It is my further understanding that this setback violation
is being/will be corrected, providing for a minimum 20-foot side setback from the amended
common lot line to the existing parking garage. This parcel division is NOT deemed to be
a subdivision, where a subdivision plat would be required to be filed and recorded, as the
division into two lots does not meet our Code definition of a subdivision. The moving of
the lot line that was created in October 2002 DOES require the City approval of a Minor
Lot Adjustment in accordance with our Code provisions.
To submit a Minor Lot Adjustment, please direct a letter to me with the following
information or documentation:
1. The owner's name (per deed) of both Lot A and Lot B. Include a copy of the deed that
was recorded in October 2002. Note: Tampa Bay Water does not have to be the current owner
of Lot B to process the Minor Lot Adjustment.
2. The legal description of both Lot A and Lot B as it was upon the recording of the deed
in October 2002.
3. The legal description of both Lot A and Lot B as it will be amended (by shifting the
lot line over so that the parking garage meets the required 20-foot side setback) .
4. Three signed and sealed surveys of Lot B, which shows the 20-foot side setback being
met from the amended common lot line to the existing parking garage.
5. The application fee is $150. I understand that you will be asking for a fee waiver as
part of your submission.
If a deed has already been recorded to amend the lot line so that the parking garage meets
the 20-foot side setback, please also submit a copy of this recorded deed.
I will prepare an Affidavit for recording in the public records of pinellas County,
including one of the surveys that you will be submitting. Once prepared, you will be
asked to record the Affidavit and survey. Once recorded, please submit a copy of the
recorded document to me for our files. I will submit to the Pinellas County Property
Appraiser a copy of this recorded document for their information and cross checking to
recorded deeds. If a deed has not yet been recorded to amend the lot line according to
the legal description for Lot B as will be in the Minor Lot Adjustment Affidavit, we
request a deed be recorded and a copy of the deed be submitted to me for our files. With
this accomplished, you will be done with the Minor Lot Adjustment process.
This is an administrative process and does not go to any board. Since you have submitted
for a Flexible Development case, which must be approved by the Community Development
Board, I would suggest submitting the Minor Lot Adjustment request as soon as you can
(next week is fine).
Should you have any questions regarding any of the above, feel free to contact me at 727-
562-4504.
Wayne Wells, AICP
Senior Planner
PS: Did Jerry Maxwell previously work for Alachua County or Manatee County. I believe
1
that we worked there at the stlt time.
e
-----Original Message-----
From: paula"Dye [mailto:Dye@TAMPABAYWATER.org]
Sent: Friday, September 26, 2003 1:17 PM
To: Reynolds, Mike; Wells, Wayne
Cc: Gerlock, Frank; Schodtler, John; steve_Iuce@urscorp.com
Subject: RE: FLD2003-09053;2575 Enterprise Road; Tampa Bay Water
Proposed 37, 000 square foot building site plan
Thanks for letting us know this. When do you need this letter by? Do
you need it today? Or, can it be sent to you next week?
-----Original Message-----
From: Reynolds, Mike [mailto:MReynold@clearwater-fl.com]
Sent: Friday, September 26, 2003 11:28 AM
To: 'steve_Iuce@urscorp.com'; Paula Dye
Cc: Gerlock, Frank; Wells, Wayne; Schodtler, John
Subject: FLD2003-09053;2575 Enterprise Road; Tampa Bay Water Proposed
37, 000 square foot building site plan
To: Steve Luce, AICP
URS Corporation
Paula Dye, AICP
Tampa Bay Water
Paula and Steve,
Please provide a letter requesting a minor lot adjustment. In your
letter,
address the fee waiver just as you did for the FLD application cover
letter.
This minor lot adjustment is needed as we are in receipt of the
boundary
survey prepared by PBS & J dated August 2003. This minor lot line
adjustment is administrative and its processing will be concurrent with
the
FLD application. The processing of the minor lot adjustment will not
cause
a change in the review and consideration schedule of the FLD
application.
Please contact Wayne Wells, AICP, Senior Planner for further information
regarding the minor lot adjustment review. Wayne can be reached at tel.
#
727-562-4504.
Thank you.
Mike Reynolds, AICP
Senior Planner
City of Clearwater Planning Department
Tampa Bay Water scans all email for viruses,
worms, and inappropriate material and blocks email
deemed harmful or inappropriate. Email service is
provided to Tampa Bay Water users for business
purposes and is subject to public records laws.
2
r
Plnellas County Property APpral Information: 3028 160000034001'
Page 2 of5
30 / 28 / 16 / 00000 / 340 / 0110
21i-Sep-2003 JiM SMith, CFA Pinellas County Property Appraiser 13:40:13
Ownership InforMation Uacant Property Use and Sales
A B R PLYMOUTH PLAZA LTO
5130 MAIN ST STE Ii
NEW PORT RICHEV FL 34li52-2105
COMparable sales value as Prop Addr: 0
of Jan 1, 2003, based on Census Trac t : .00
sales frOM 2001 - 2002:
0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/ IMP
Plat InforMation 0 /0 01 0 0 ( )
0000: Book Pgs - 0 /0 01 0 0 ( )
0000: Book Pgs - ' 0 /0 01 0 0 ( )
0000: Book Pgs - 0 /0 01 0 0 ( )
2003 Value EXEMPTIONS
Just/Market: 943.100 HOMestead: 0 Ownership % .000
Historic : 0 Use %: .000
Assessed/Cap: 943.100 Tax ExeMpt %: .000
Other ExeMp t : 0
Taxable: 943.100 Agricultural: 0
2003 Tax InforMation Land InforMation
District: CW Seawall: Frontage:
Clearlllater View:
03 Millage: 23.0851 Land Size Unit Land Land Land
Front x Depth Price Units Meth
02 Taxes: 21. 9li5. 84
1) 0 x 0 1i.50 110.li98.1 S
Special Tax .00 2) 0 x 0 .00 .00
3) 0 x 0 .00 .00
Without the Save-Our-HoMes 4) 0 x 0 .00 .00
cap, 2003 taxes will be : 5) 0 x 0 .00 .00
21. 111. 51i 6) 0 x 0 .00 .00
Without any exeMptions, Total Land Value: 1.109.542
2003 taxes will be :
21. 111. 51i
Short Legal FROM PNT ON S R/W OF SR 580 3: E R/W OF ENTERPRISE
Description RO TH S f150FT(S) FOR POB TH E 220FT TH S 135FT TH E L
Building Information
http://pao.co.pinellas.fl.uslhtbinlcgi-c1ick?o=l&a=l&b= 1 &c= 1 &r=.16&s=4&t= 1 &u=O&p... 9/26/2003
J1inellas County Property APprai Information: 30 28 16 00000 340 0 Ii
Page 3 of5
30 / 28 / 16 / 00000 / 340 / 0110
Z6-Sep-Z003 JiM sMith, CFA Pinellas COunty Property Appraiser
Vacant Parcel Property Use: 000 Land Use: 10
13:40:13
Vacant Extra Features
Description DiMensions Price Units Value RCD Year
1) .00 0 0 0 0
2) .00 0 0 0 0
3) .00 0 0 0 0
4) .00 0 0 0 0
5) .00 0 0 0 0
6) .00 0 0 0 0
TOTAL RECORD VALUE: 0
Map With Property Address (non-vacant)
~~[t][f]~g]
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, Pinellas County Property APpra. Information: 3028 160000034001'
Page 4 of5
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. Pinellas County Property APpra. Information: 3028 1600000340011
Page 5 of5
Pinellas County Property Appraiser
Parcel Information
http://pao.co.pinellas.f1. us/htbin/cgi-c1ick?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&p... 9/2612003
.t>inellas County Property APpra. Information: 30 28 16 00000 340 01 Oif
Page 2 of6
30 / 28 / 16 / 00000 / 340 / 0100
ZIi-Sep-Z003 JiM SMith, CFA Pine lIas Coun ty Property Appraiser 13:Z5:01
Ownership InforMation Non-Residential Property Address. Use. and Sales
DECADE COHPANIES
INCOHE PROPERTIES
STE 100
NI9 WZ4130 RIUERWOOD DR
WAUKESHA WI 53188-1131
COMparable sales value as Prop Addr: Zli750 US HIGHWAY 19 N
of Jan 1, 2003, based on Census Trac t : Z1i9.01i
sales froM 2001 - 2002:
0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/IMp
Plat InforMation 10/Z.00Z lZ. Z71/1. 464 3.375.000 (Q) I
0000: Book Pgs - IZ/1.99Z 8.108/Z.178 3.6Z0.000 (U) I
0000: Book Pgs - 4 /1.984 5.739/1.885 I. 450.000 (H) U
0000: Book Pgs - 10/1.981 5.Z55/ 40 550.000 (U) U
2003 Value EXEMP TIONS
Just/Market: 3.400.000 HOMestead: 0 Ownership % .000
Historic : 0 Use %: .000
Assessed/Cap: 3.400.000 Tax ExeMpt %: .000
Other ExeMpt: 0
Taxable: 3.400.000 Agricultural: 0
2003 Tax InforMation Land InforMation
District: CW Seawall: Frontage:
Clearlllate r View:
03 Millage: Z3.0851 Land Size Unit Land Land Land
Front x Depth Price Units Meth
02 Taxes: 95.493.51
1) 0 x 0 6.50 144.671. 9 S
Special Tax .00 2) 0 x 0 .00 .00
3) 0 x 0 .00 .00
Without the Save-Our-HoMes 4) 0 x 0 .00 .00
cap, 2003 taxes will be : 5) 0 x 0 .00 .00
78.489.34 6) 0 x 0 .00 .00
Without any exeMptions, Total Land Value: 940.368
2003 taxes will be :
78.489.34
Short Legal BET AT HOST N'LY COR OF COUNTRYSIDE TWO CONDO TH
Description S54DW ZOI.65FT TH N36DW 160FT TH S54DW 31.1i9FT TH L
Building Information
- Building 1
-Sllilding2
http://pao.co.pinellas.fl.us/htbinlcgi-scr3?0=1&a=1&b=1 &c= 1 &r=.16&s=4&t= 1 &u=O&p... 9/26/2003
,Ilinellas County Property APpral Information: 3028 16000003400111
Page 3 of6
Building #1
30 / 28 / 16 / 00000 / 340 / 0100 :01
Z6-Sep-Z003 JiM SMith, CFA Pinellas County Property Appraiser 13:Z5:01
COMMercial Card 01 of Z IMproveMent Type: Offices
Property Address: Z6150 US HIGHWAV 19 N Prop Use: 33Z Land Use: 18
Structural Elements
Foundation
Floor SysteM
Exterior Wall
Height Factor
Party Wall
Structural FraMe
Roo f FraMe
Roof Cover
Cabinet & Mill
Floor Finish
Interior Finish
Partition Factor
Special Footing
St ructu ral Slab
Cone Block/Stucco
o
None
Fire Proof St Steel
Bar Joist/Rigid FraM
Built Up/Metal/Gyps
Ave rage
Carpet COMbination
Drywall
o
Heating & Air Heating&Cooling Pckg
Fixtures 50
Bath Tile
Electric
Shape Factor
Quality
Year Built
Effective Age
Other Depreciation
Function Depreciation
EconoMic Depreciation
Floor and
Ave rage
Rectangle
Average
Wall
1. 981
10
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Sub Areas
Description Factor Area Description Factor Area
1) Base Area 1. 00 58.560 ?) .00 0
2) .00 0 8) .00 0
3) .00 0 9) .00 0
4) .00 0 10) .00 0
5) .00 0 11) .00 0
6) .00 0 12) .00 0
Commercial Extra Features
Description DiMensions Price Units Value RCD Year
1) EL EU PASS 30.000.00 Z 0 34.800 1. 981
2) ASPHALT 1. 00 9.Z00 0 9.Z00 999
3) ELEU STOP 3.500.00 ZO 0 40.600 1. 981
4) ELEU PASS 30.000.00 Z 0 34.800 1. 981
5) ELEU STOP 3.500.00 ZO 0 40.600 1. 981
6) .00 0 0 0 0
TOTAL RECORD VALUE: 160.000
Building #2
http://pao.co.pinellas.fl.uslhtbinlcgi -scr3 ?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&p... 9/26/2003
IPinellas County Property APpral Information: 30 28 16 00000 340 01 oit
Page 4 of6
30 / 28 / 16 / 00000 / 340 / 0100 :02
26-Sep-2003 JiM SMith, CFA Pinellas County Property Appraiser 13:25:04
COMMercial Card 02 of 2 IMproveMent Type: Parking Garage
Property Address: 26150 US HIGHWAY 19 N Prop Use: 332 Land Use: 18
Structural Elements
Foundation
Floor SysteM
Exterior Wall
Height Factor
Party Wall
Structural FraMe
Roof FraMe
Roof Cover
Cabinet & Mill
Floor Finish
Interior Finish
Partition Factor
Spread/Mono Footing
Slab on Grade
Concrete Block
o
None
Concrete Reinforced
Prestress Concrete
Built Up/Composition
Hone
Concrete Finish
Hone
o
Heating & Air Hone
Fixtures
Bath Tile
Electric
Shape Factor
Quality
Year Built
Effective Age
Other Depreciation
Function Depreciation
EconoMic Depreciation
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Average
Rectangle
Ave rage
1. 981
10
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Sub Areas
Description
1) Base Area
2)
3)
4)
5)
6)
Factor Area
1.00129.160 7)
.00 0 8)
.00 0 9)
.00 0 10)
.00 0 11)
.00 0 12)
Description
Factor
.00
.00
.00
.00
.00
.00
Area
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Commercial Extra Features
Description DiMensions Price Units Value RCD Year
1) .00 0 0 0 0
2) .00 0 0 0 0
3) .00 0 0 0 0
4) .00 0 0 0 0
5) .00 0 0 0 0
6) .00 0 0 0 0
TOTAL RECORD VALUE: 0
Map With Property Address (non-vacant)
~~[t][fJ~g]
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Page 6 of6
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Parcel Information
Back..JQSs:arch_P_<!g~
An eXI!lanation of this screen
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Pennington
Moore
Wilkinson
Bell ('}g
Dunbar PA
ATTORNEYS AT LAW
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Frederick L. Busack
Attorney at Law
(813) 639-9599
fred@penningtonlaw.com
\ ]I j "\.'
October 2, 2003
Wayne Wells
Senior Planner
100 South Myrtle Avenue
Clearwater, FL 33756
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U1 !; Iii OCT 0 6 2003 ; i 'jl '
L~ I~
. ______.__,J
f'Lf\IIiNING& DEVELOP'v':-:"l ~.~C~
CITY OF CLEf:.iTN,.\ IlH
Re: Proposed Tampa Bay Water Office Site
Dear Mr. Wells,
Thank you for getting back in touch with me on Tuesday. Pursuant to your
request, this letter reiterates the discussion we had on the telephone last Tuesday
regarding the parcel upon which Tampa Bay Water wishes to construct its headquarters.
As we discussed on the telephone, it appears that implementation of the Minor Lot
Adjustment process outlined in your email to Paula Dye dated September 26, 2003 would
be inappropriate due to the specific facts surrounding the transaction by which the parties
originally attempted to split the parent parcel into two separate lots.
In July 2002, ABR Plymouth Plaza, Ltd. (hereinafter "Plymouth") attempted to
grant Decade Companies Income Properties, a limited partnership (hereinafter "Decade")
the eastern portion of the parent tract via a special warranty deed recorded at Official
Records Book 12271, Page 1464 of the Public Records of Pinellas County, Florida. A
copy of this recorded deed is attached for your easy reference as Exhibit A. Also
attached as Exhibit B for your easy reference is a drawing prepared by Northside
Engineering Services, Inc. in July 2002. This drawing seems to indicate the lot
configuration that the parties had hoped to create by the conveyance.
The legal description in the deed attached hereto as Exhibit A attempted to create
two lots out of the parent tract by first describing the entire parent tract (referenced in the
legal description as Parcell) then lessing out the western lot (referenced in the legal
description as Parcel 2). If done properly, this would have resulted in a conveyance of
the eastern lot to Decade. Unfortunately, a careful review of the "less out" portion
(Parcel 2) of the legal description reveals that it is missing two calls and distances as
noted in Exhibit A. Without these two calls, the legal description cannot close and is
therefore deficient to describe the intended conveyance. As a result, the deed attached as
Exhibit A failed to convey the property to Decade and the parent parcel remained intact.
As I indicated to you on the telephone and discussed with Mr. Dye, it is unclear to
us how the drawing was produced in the Property Appraiser's map with the defective
2701 North Rocky Point Drive, Suite 930
~
Tampa, FL 33607
"
(813) 639-9599
"
(813) 639-1488 fax
.__ ~. _ ...._. _.__ __~,_,,_'___~_"___'__" ._______n_.___ ___.__"~__.___________,_._..__~_._.____.._._'__.___.___ -- - ---------- .
___..______.__._____...__._.___._._._____.__u.______ .._,.____.___..___,_.__.".____.~.__._._____...
TALLAHASSEE
TAMPA
CLEARWATER
It
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Page Two
October 2, 2003
Wayne Wells
legal description as it would be impossible to locate the east line of the western parcel
from the legal description included in the deed. I understand that your maps are based
upon the Property Appraiser's maps and would therefore also contain the erroneous east
boundary line depiction.
We discovered this title defect and brought it to the attention of Plymouth's
attorney. Plymouth and Decade agreed to file a corrective deed that properly described
the parcels conveyed. This Corrective Special Warranty Deed is recorded at Official
Records Book 13066, Page 1214 of the Public Records of Pinellas County, Florida, a
copy of which is attached hereto as Exhibit C for your easy reference.
You indicated to me that you had reviewed the survey prepared by Orris Clark
Sartor last August which properly illustrates the location of the east boundary of the
western lot based upon the corrected legal description. You also indicated that you
recognized that the survey illustrates that the eastern boundary of the western lot lies
more than 20 feet from the parking garage located on the eastern lot. Consequently, there
appears to be no basis for implementing the Minor Lot Adjustment process as the
required setback already exists and can now be properly illustrated in a survey because
the complete legal description is now part of the public record thanks to the recording of
the corrective special warranty deed.
We hope that this letter meets your needs, and pursuant to our discussion on the
telephone, we understand that Tampa Bay Water need not engage in the Minor Lot
Adjustment process. If this is not the case, or if you have any additional questions, please
contact me at our Tampa office. Thank you for your assistance in this matter.
S~~ct2-L-
Frederick L. Busack, Esq.
Pennington, Moore, Wilkinson, Bell & Dunbar, P.A.
Enclosure
cc: Paula Dye
Linda Roberson
Barrie Buenaventura
Steve Luce
Charles Dye
e
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EXHIBIT" A"
"
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~,
02-378968 OCT- 9-2002 4: 22PN
PINELLAS CO 8K 12271 PG 1464
I 111m 11111 1111I 11m 11111111I1111111111111111111
Th" ''''trumMI p"pac ~y ,nd ,''''
recording, return to: ,; b
Leo J. Salvatori, Esq.
Quarles & Brady
4501 Tamiami Trail North
Suite 300
Naples, Florida 34103
KfiillN F, DE U[R, ClERK If ~
PIHELLAS crony, FLORIDA XJRT .,
6C2%5~ 10-09-2002 16:23:30 DIlT
51 . DED-DECADE COHPANlES INCOME
038535
1":02376969 BK:12271 SPG:14f.4 Effi:l468
RECORD IHG 005 PAGES 1 $24. 00
DOC STAJi' - DR2l9 j $23,625,00
$23,649.00
$23,649.00
$.00
SPECIAL W ARRAN1Y DEED
THIS SPECIAL WARRANTY, made this "7()1'':-day of July, 2002, between ABR
PLYMOUTH PLAZA, LTD., a Florida limited partnership, whose post office address is 6620
Rowan Road, New Port Richey, Florida 34653, ("Grantor"). and DECADE COMPANIES
INCOME PROPERTIES, A LIMITED PARTNERSHIP, a Wisconsin limited partnership, whose
post office address. is N 1 9 W24130 Riverwood Drive, Suite 100, Waukesha, Wisconsin
53188, ("Grantee").
WITNESSETH that Grantor, for and in consideration of the sum of Ten Dollars
($10.00). and other good and valuable consideration to Grantor in hand paid by Grantee,
the receipt whereof is hereby acknowledged, have granted, bargained and sold to Grantee,
and Grantee's heirs and assigns forever, the following described land, situate, lying and
. !::". being in Pinellas County, Florida, to-wit:
r::.':-;.:'; ._~-_
;'.~?,~ au~ WSee Exhibit A attached hereto and incorporated herein by virtue of this
D:-i~2~t 6.05. . reference;
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Subject to those items set forth on Exhibit B attached hereto and
incorporated herein by virtue of this reference.
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r-~:.".: .. and Grantor does hereby covenant with Grantee that except as noted above, title to the
J ;~;i:Oland is free from all encumbrances made by Grantor and that Grantor will fully warrant the
-l~I~t::~..title to said land, and will defend the same against the lawful claims of all persons claiming
:."~;.:.: ':."': ~ by or through Grantor, but against none other.
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ABR PLYMOUTH PLAZA, LTD., a Florida
limited partnership
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IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and
year first a ve written.
.~/'_: ./ ;. .' " .,' J: / (
By: (Corporate Seal)
REED DEVELOPMENT COMPANY,
a Florida corporation, as General
. _--pany,er. . _
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By: ...:~.. (~.... _ )s::::.~;.,.d
Robert M. Reed, II, as President
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STATE OF FLORIDA
COUNTY OF COLLIER
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PINELLAS COUNTY rLA.
orr ,REC.8K 12271 PO 1465
The foregoing instrument was acknowledged befor
by Robert M. Reed 11, as President of Reed Develo e C
as General Partner and on behalf of ABR PLY 0 L
partnership, who is personally known to e.
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e,this']Q: day of July, 2002
any, a Florida corporation;
Z LTD., a Florida limited
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QBNAP\359130.3
TYPED. PRINTED OR STAMPED NAME OF NOTARY PUBLIC
My Commission Expires:
W~.~.~~
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LEO J. SALVATORI
MY COMMISSION t CC 967892
EXPIRES: Ncmmber 2S. 2004
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PINELLAS
OFF,Re:C.8K
COUNTY rLR. ~
12271 PG 1466 I
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EXHIBIT A
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)escription: Pinellas,FL Document-Book.Page 12271.1464 Page: 3 of 5
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PINELLAS COUNTY rLA.
Orr .REC.8K 12271 PO 1467
Exhibit B
Permitted Encumbrances
1. Easement in favor of Florida Power Corporation recorded in Official Record Book
6090, Page 835, of the Public Records of Pinellas County, Florida,
2. Easement contained in that certain instrument recorded January 30, 1973. in
Official Record Book 3986, Page 85. of the Public Records of Pine lias County.
Florida.
3. Easements in favor of the City of Clearwater recorded in Official Record Book 4223.
Page 1502: OffiCial Record Book 4442. Page 1147: OffiCial Record Book 4595.
Page 56; and OffiCial Record Book 9524, Page 266. all of the Public Records of
Pinellas County, Florida.
4. Reciprocal easement agreement recorded in Official Record Book 4245, Page 1654;
and in Official Record Book 4282. Page 1150. of the Public Records of Pinellas
County, Florida. .
5. ReCiprocal easement and parking agreement recorded in Official Record Book 4416.
Page 98. of the Public Records of Pinellas County, Florida.
6. Restrictions contained in those certain deeds recorded in Official Record Book 4415.
Page 1151: and in Official Record Book 4434, Page 842. of the Public Records of
Pinellas County, Florida.
7. The rights of those tenants in possession as a result of those leases set forth on the
Assignment of Leases and Security Deposit and Assumption Agreement between
Grantor and Grantee of even date herewith.
8. Assumption Agreement and Consolidation. Renewal and Restatement of Mortgages
and Security Agreements and Assignments of Leases and Rents and Spreader
Agreement and Notice of Future Advance recorded July 29. 1997 in Official Record
Book 9788. Page 838 of the Public Records 01 Pinellas County, Florida.
9. Assignment of Rents. Leases, Profits and Contracts. from ABR Plymouth Plaza.
Ltd., in favor of The Chase Manhattan Bank. N.A.. recorded December 3, 1992. in
Official Record Book 8108. Page 2202; said Assignment was assigned to Teachers
Insurance and Annuity Association of America by instrument recorded in Official
Record Book 9788. Page 831; said Assignment was modified and restated by
document recorded in Official Record Book 9788. Page 928; all of the Public
Records of Pinellas County. Florida.
10. UCC-1 Financing Statement from ABR Plymouth Plaza. Ltd., in favor of The Chase
Manhattan Bank, N.A.. recorded in Official Record Book 8108, Page 2214; said
Financing Statement was assigned to Teachers Insurance and Annuity Association
of America by instrument recorded in Official Record Book 9788, Page 837; said
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Description: Pine11as,FL Document-Book.Page 12271.1464 Page: 4 or 5
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PIN~LLAS COUNTY FLA.
OFF.R~C.8K 12271 PG 1488
Assignment was modified and restated by document recorded in Official Record
Book 9788. Page 944; all of the Public Records of Pinellas County, Florida.
11. Parking Easement Agreement between Grantor and Grantee of even date herewith.
12. Signage Easement Agreement between Grantor and Grantee of even date herewith.
13. Cross-Easement Agreement between Grantor and Grantee of even date herewith.
14. Ad valorem real estate taxes for the year 2002 and all subsequent year, bearing Tax
Identification Number 30-28-16-00000-340-0100.
2
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Description: Pinellas,FL Document-Book.Page 12271.1464 Page: 5 of 5
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EXHIBIT "C"
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This inslnlment prepared by and after recording, retum
to:
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Leo J. Salvatori, Esq.
Quarles & Brady
4501 Tamiami Trail North
Suite 300
Naples. Florida 34103
03-391B39 SPT-12-2003 S:O~
PINELLAS CO BK 13066 PG 1214
,.......111
CORRECTIVE SPECIAL WARRANTY DEED
THISCORRECTIVE SPECIAL WAAFWITY, made this~ day of ~~J,uiA2003. between ABR--
PLYMOUTH PLAZA. LTD.. a Florida limited partnership. whose ~ffice address is 5130
Main Street. #6. New Port Richey. FL 34652. rGrantor"), and DECADE COMPANIES INCOME
PROPERTIES. A UNITED PARTNERSHIP. a Wisconsin limited partnership. whose post office
address is N19W24130Riverwood Drive. Suite 100. Waukesha. WI 53188. rGrantee-).
WIiNESSE"TH that Grantor. for and in consideration of the sum of Ten Dollars ($10.00),
and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt
'5" whereof is hereby acknowledged. have granted. bargained and sold to Grantee, and Grantee's
hi RECORDmwirs and a~ns f~ver, the following described land. situate. lying and being in Pinellas
:: iC ~ County. Flonda, to-Wlt:
".9S
See Exhibit A attached hereto and incorporated herein by virtue of this reference;
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Subject to those items set forth on Exhibit B attached hereto and incorporated
herein by virtue of this reference.
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I _ o4Ind Grantor does hereby covenant with Grantee that except as noted above. tiUe to the land is
I ~o!~ -Po ~,l ~ from all encumbrances made by Grantor and that Grantor will fully warrant the title to said
I t I"V land. and will defend the same against the lawful claims of all persons claiming by or through
! Grantor. but against none other. -
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This corrective document is given for the express purpose of correcting a clerical error in
the legal description of the original instrument which was recorded in Official Records Book
12271. Page 1464, of the Public Records of Pinellas County, Rorida.
WHEREOF. Grantor has hereunto set Grantor's hand and seal the day and
'tten.
ABR PLYMOUTH PLAZA. L TO.. a
Rorida limited partnership
By:
Robert M. Reed. II. as President
QBNAP\401600.1
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PINE~~RS COUNTY ~~R.
O~~.REC.BK 1~06S PG 1215
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing instrument was acknowledged before me this qth day ...4nl..J1/2003 by
ROBERT M. REED. II. as President of REED DEVELOPMENT COM~ Florida
corporation. as General Partner and on behalf of ABR PLYMOUTH PLAZA. L TO., a Florida
rllllited partnersl1ip, who Is personallY known ~ ' ~
/l. t ~1lI1)Il/f
Notary Pti) DlllaK.........
. . lit CcInINIlIIllIIIJOO6Z784
~ ':I E:qIINa AuguIl2e. 2llCI5
TYPED. PRINTED OR STAMPED NAME OF NOTARY PUBUC
My Commission Expires:
QsNAP\401600.1
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0' mIS ~ A POllTIOR
QUALITY ARD !IA IS Of POOR.
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EXHIBIT A
PIHE~~R5 COUHTV FLR.
OFF .REC.BK 13066 PG \216
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PINELLAS COUNTY FLA
OFF.REC.BK 13088 PG 1217
exhibit B
Permitted Encumbrances
1. Easement in favor of Florida Power Corporation recorded in Official Record Book 6090.
Page 835, of the Public Records of Pinellas County. Florida.
2. Easement contained in that certain instrument recorded January 30. 1973. in Official
Record Book 3986. Page 85. of the Public Records of Pinellas County. Florida.
3.
Easements in favor of the City of Clearwater recorded in Official Record Book 4223,
Page 1502; Official Record Book 4442. Page 1147; Official Record Book 4595. Page 56;
and Official Record Book 9524. Page 266, all of the Public Records of Pinellas County.
Florida.
4. Reciprocal easement agreement recorded in Official Record Book 4245. Page 1654; and
in Official Record Book 4282. Page 1150. of the Public Records of Pinellas County.
Florida.
5. Reciprocal easement and parking agreement recorded in Official Record Book 4416.
Page 98. of the Public Records of Pinellas County, Florida.
6. Restrictions contained in those certain deeds recorded in Official Record Book 4415.
Page 1151; and in Official Record Book 4434. Page 842. of the Public Records of
Pinellas County. Florida.
7. The rights of those tenants in possession as a result of those leases set forth on the
Assignment of leases and Security Deposit and Assumption Agreement between
Grantor and Grantee of even date herewith.
8. Assumption Agreement and Consolidation. Renewal and Restatement of Mortgages and
Security Agreements and Assignments of leases and Rents and Spreader Agreement
and Notice of Future Advance recorded July 29. 1997 in Official Record Book 9788.
Page 838 of the Public Records of Pinellas County. Florida.
9. Assignment of Rents. leases. Profits and Contracts. from ABR Plymouth Plaza, ltd.. in
favor of The Chase Manhattan Bank. NA. recorded December 3. 1992. In Official
Record Book 8108. Page 2202; said Assignment was assigned to TeacherS Insurance
and Annuity Association of America by instrument recorded in Official Record Book
9788. Page 831; said Assignment was modified. and restated by document recorded in
Official Record Book 9788. Page 928; all of the Public Records of Pinellas County.
Florida.
10. UCC-1 Financing Statement fromABR Plymouth Plaza. ltd.. in favor of The Chase
Manhattan Bank. N.A.. recorded in Official Record Book 8108. Page 2214; said
Financing Statement was assigned to Teachers Insurance and Annuity Association of
America by instrument recorded in Official Record Book 9788, Page 837; said
Assignment was modified and restated by document recorded in Official Record Book
9788. Page 944; all of the Public Records of Pinellas County. Florida.
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Orr.REC.8~ 13066 PG 1218
11. Parking Easement Agreement between Grantor and Grantee of even date herewith.
12. Signage Easement Agreement between Grantor and Grantee of even date herewith.
13. cross-Easement Agreement between Grantor and Grantee of even date herewith.
14. Ad valorem real estate taXes for the year 2002 and all subsequent year. bearing Tax
Identification Number 3o-26-16-O()OOO-340-01OO.
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From:
Sent:
To:
Subject:
To all:
Wells, Wayne
Tuesday, November 18, 2003 2:34 PM
Planning
Lightning protection system
Kathy Yang with URS has contacted me, as suggested by the Development Services
Department, about a new lightning protection system that is being considered for the new Tampa
Bay Water building at 2575 Enterprise Road. You may see more about the proposed system,
called a Prevectron 4 with a hinged base mast, at www.theprotectionsource.com.Ms. Yang has
told me that the proposed mast height is 16 feet with the Prevectron 4 on top (approximately 16.5
feet tall), which would be mounted to the top of the building. Under Case No. FLD2003-09053,
going to the COB on December 16,2003, the applicant is requesting a height increase from 30
feet to 55 feet. This increase height under this case does not include this lightning protection
system. The question that has been posed is how we deal with it from a Code standpoint.
Following are the options I have determined:
1. Under the definition of "height, building or structure," linear radio and television antenna are
permitted to project 10 feet higher than the maximum height otherwise allowed in the Office
District. Under this option, the proposal exceeds the maximum height allowed, and to provide for
such would require the FLD case to include such additional increase in height to provide for this
lightning protection system (not presently included in the FLD request).
2. Under the definition of "height, building or structure," flagpoles located on top of buildings are
permitted to project 10 feet higher than the maximum height otherwise allowed in the Office
District. Under this option, the proposal exceeds the maximum height allowed, and to provide for
such would require the FLD case to include such additional increase in height to provide for this
lightning protection system (not presently included in the FLD request).
3. Under Section 2-2001.C (telecommunication towers and antennas), antennas are an
accessory use allowable in all zoning districts and may be installed on buildings provided the
installation does not add more than 20 feet to the height of the structure and that the antenna and
supporting electrical and mechanical equipment are neutral in color and identical to, or closely
compatible with the color of the supporting structure so as to make the antennas and related
equipment as visually unobtrusive as possible. Under this option, the FLD case would not need
to be amended to include this lightning protection system as part of a height increase.
It is my opinion that Option 3 is the best fit for this proposal, due to its design (see the website),
its height and processing (do we really want to process a FLS or FLD case potentially solely for a
lightning protection system?).
Do you think my determination is correct? Are there other options not outlined above that should
be considered? Please let me know ASAP. Thanks.
Wayne
.
e
Reynolds, Mike
To:
Cc:
Subject:
steve_luce@ urscorp.com; pdye@tampabaywater.org
Gerlock, Frank; Wells, Wayne; Schodtler, John
FLD2003-09053;2575 Enterprise Road; Tampa Bay Water Proposed 37,000 square foot
building site plan
To: Steve Luce, AICP
URS Corporation
Paula Dye, AICP
Tampa Bay Water
Paula and Steve,
Please provide a letter requesting a minor lot adjustment. In your letter, address the fee waiver just as you did for the FLD
application cover letter. This minor lot adjustment is needed as we are in receipt of the boundary survey prepared by PBS
& J dated August 2003. This minor lot line adjustment is administrative and its processing will be concurrent with the FLD
application. The processing of the minor lot adjustment will not cause a change in the review and consideration schedule
of the FLD application. Please contact Wayne Wells, AICP, Senior Planner for further information regarding the minor lot
adjustment review. Wayne can be reached at tel. # 727-562-4504.
Thank you.
Mike Reynolds, AICP
Senior Planner
City of Clearwater Planning Department
1
e
-
Reynolds, Mike
To:
Cc:
Subject:
steve_luce@ urscorp.com; pdye@tampabaywater.org
Gerlock, Frank; Wells, Wayne; Schodtler, John
Tampa Bay Water Proposed 37,000 square foot building site plan; FLD2003-09053
FL.-Q ...~ ~rc....
,
To: Steve Luce, AICP
URS Corporation
Paula Dye, AICP
Tampa Bay Water
Paula and Steve, .,.,.." ~r
Please provide a letter requesting an Mffiil.istl Miv8 ~or Lot I.iM Adjustment. In your letter, address the fee waiver just
as you did for the FLD application cover letter. Thisfc;;'..adjUstment is needed as we are in receipt of the boundary
survey prepared by PBS & J dated August 2003. This minor lot line adjustment is administrative and its processing will be
concurrent with the FLD application.
Thank you.
"',~
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Mike Reynolds, AICP
Senior Planner
City of Clearwater Planning Department
1
r
,
CITY OF CLEARWATER
loNG RANGE PLANNING
DEVELOPMENT REvIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 19, 2003
Mr. Keith Greminger
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607-1462
RE: Development Order - Case FLD2003-09053- 2575 Enterprise Road
Dear Mr. Greminger:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code. On December 16,2003, the Community Development Board reviewed your
Flexible Development application to permit an office building with an increase of building height
from 30 feet to 55 feet and a reduction of the side (east) setback from 20 feet to 10 feet (to
pavement), under the provisions of Section 2-1004.F. Based on the application and the staff
recommendation, the Community Development Board (CDB) APPROVED the application with
the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria per Section 2-1004.F.
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913.
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of Approval:
1. That a SWFWMD permit needs to be provided prior to issuance of any building permits;
2. That all sign age meet Code, consist of channel letters for any wall signs, and be
architecturally integrated to the design of the building and site;
3. That prior to building permit, provide a revised tree survey, accurately indicating the size of
the pine trees;
4. That the irrigation plan be revised to avoid tree impacts, prior to building permit; and
5. That the Tree Preservation Plan be revised to reflect modifications, prior to building permit.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by December 16, 2004). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
,
"
December 19, 2003
Greminger, Page 2
not change with successive owners. The Community Development Board may grant an
extension of time for a period not to exceed one year and only within the original period of
validity.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on January 2,2004.
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Senior
Planner, at 727-562-4836. You can access zoning information for parcels within the City
through our website: www.myc1earwater.com.
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
cc: Paula Dye, AICP, Chief Environmental Planner, Tampa Bay Water
S:\Planning Departmenf\C D B\FLEX\Inactive or Finished Applications\Enterprise 2575 Tampa Bay Water (0) - Approved\Enterprise 2575
Development Order December 19, 2003.doc
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SHEET 11
TRAFFIC ANAL YSIS
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Traffic Study
for
Tampa Bay Water Office Building
Pinellas County, Florida
Prepared for
Tampa Bay Water
Prepared by
URS Corporation
, ~
J. INTRODUCTION
The purpose of this study is to evaluate opening year (2003) traffic conditions for the
proposed Tampa Bay Water office building located on Enterprise Road between Main
Street and Countryside Blvd in Pinellas County.
II. PROJECT TRIP GENERATION
Project traffic for the proposed Tampa Bay Water 37,000 square foot office building was
developed the Institute of Traffic Engineers (ITE) Trip Generation, 6th Edition, rates and
methods. Table 1 shows daily, and AM and PM peak hour traffic generation.
III PROJECT TRIP DISTRIBUTION
The site is located in an existing office park that is similar in land use to the proposed
project. Because of the similarity between the existing land use and the proposed project,
traffic distribution from the project site is based on turning movement counts taken at the
site driveway.
IV BACKGROUND TRAFFIC
Background traffic is the traffic that would travel the roadway regardless of whether the
proposed project was built. Background traffic is based on traffic counts taken at the site
drive and on Enterprise Road. The traffic counts are shown in Appendix A.
V ROADWAY GEOMETRY
Enterprise Road is a two-lane undivided facility connecting office and commercial land
uses with Main Street on north, and Countryside Boulevard on the south. The driveway
serving the proposed project is a two-lane undivided road.
VI TRAFFIC OPERATIONS ANALYSIS
In order to evaluate the current traffic conditions, capacity and level of service analyses
were conducted using the Highway Capacity Manual and the FDOT Quality/Level of
Service Manual. Level of service (LOS) is a quantitative measure describing traffic
conditions on a traffic stream. There are six levels of service "A" through "F", with LOS
A representing the best operations and LOS F representing the worst conditions.
Figure I shows the PM peak hour background and project traffic.
The project driveway at Enterprise Road is currently stop sign controlled. With the
proposed project traffic and the current level of background traffic, the intersection is
expected operate at LOS B. No improvements are required. The Highway Capacity
Software (HCS) analyses are shown in Appendix B.
2
...
. 1
Enterprise Road was evaluated using Table 4-7 Generalized Peak Hour Directional
Volumes for Florida's Urbanized Areas (See Appendix C). Based on the Non-State
Roadways-Other Signalized Roadways table, Enterprise Road is expected to operate at
LOS B or better with the combined background and project traffic. No improvements are
required.
3
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TABLE 1: TAMPA BAY WATER ITE TRIP GENERATION
AM Peak Hour
PM Peak Hour
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.,
Weather: Good
Counted By: JAMAR
Location: Enterprise Rd N of Countryside BI
Start PEAK
Time Southbound Northbound Total Hourly Daily HOUR
8/19/2003 2 1 3
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 1 2 3 6
1 :00 AM 1 0 1
1 :15 AM 0 0 0
1 :30 AM 0 4 4
1:45AM 2 0 2 7
2:00 AM 0 0 0
2:15 AM 0 0 0
2:30 AM 0 0 0
2:45 AM 0 0 0 0
3:00 AM 1 2 3
3:15 AM 2 0 2
3:30 AM 0 0 0
3:45 AM 1 3 4 9
4:00 AM 1 0 1
4:15 AM 2 1 3
4:30 AM 1 2 3
4:45 AM 0 2 2 9
5:00 AM 0 4 4
5:15 AM 7 2 9
5:30 AM 7 12 19
5:45 AM 9 10 19 51
6:00 AM 6 7 13
6:15 AM 9 7 16
6:30 AM 16 10 26
6:45AM 13 18 31 86 6 - 7 AM 86
7:00 AM 13 17 30 103
7:15 AM 27 9 36 123
7:30 AM 14 20 34 131
7:45AM 30 12 42 142 7 - 8 AM 142
8:00 AM 26 17 43 155
8:15 AM 24 19 43 162
8:30 AM 21 22 43 171
8:45 AM 26 26 52 181 8 - 9 AM 181
9:00 AM 23 23 46 184
9:15 AM 20 28 48 189
9:30 AM 24 24 48 194
9:45 AM 19 27 46 188 9 - 10 AM 188
10:00 AM 22 29 51
10:15 AM 26 31 57
10:30 AM 28 34 62
10:45 AM 37 35 72 242
11 :00 AM 35 24 59
11: 15 AM 31 37 68
11:30AM 32 33 65
11 :45 AM 25 22 47 239
12:00 PM 25 22 47
12:15 PM 23 38 61
12:30 PM 18 23 41
12:45 PM 35 36 71 220
1 :00 PM 32 26 58
1: 15 PM 31 25 56
1 :30 PM 31 27 58
1 :45 PM 30 30 60 232
2:00 PM 26 31 57
2:15 PM 32 30 62
2:30 PM 25 28 53
2:45 PM 28 21 49 221
3:00 PM 31 34 65
3:15 PM 19 27 46
3:30 PM 31 26 57
3:45 PM 38 26 64 232 3 - 4 PM 232
4:00 PM 40 32 72 239
4:15 PM 20 29 49 242
4:30 PM 32 32 64 249
4:45 PM 30 15 45 230 4 - 5 PM 230
5:00 PM 20 28 48 206
5:15 PM 16 18 34 191
5:30 PM 14 20 34 161
5:45 PM 11 33 44 160 5 - 6 PM 160
6:00 PM 18 36 54 166
6: 15 PM 17 25 42 174
6:30 PM 16 17 33 173
6:45 PM 15 24 39 168 6 - 7 PM 168
7:00 PM 19 19 38
7:15 PM 17 18 35
7:30 PM 6 15 21
7:45 PM 10 8 18 112
8:00 PM 4 4 8
8:15 PM 3 12 15
8:30 PM 4 3 7
8:45 PM 2 6 8 38
9:00 PM 4 6 10
9:15 PM 4 4 8
9:30 PM 1 4 5
9:45 PM 1 5 6 29
10:00 PM 1 4 5
10:15 PM 6 3 9
10:30 PM 1 1 2
10:45 PM 0 1 1 17
11:00 PM 0 1 1
11:15PM 2 5 7
11:30 PM 1 2 3
11 :45 PM 0 0 0 11 2830
1374 1456
Weather: Good
Counted By: JAMAR
Location: Enterprise Rd N of Countryside BI
Start
Time Southbound Northbound Total Hourly Daily
8/20/2003 0 0 0
12:15 AM 1 3 4
12:30 AM 0 0 0
12:45 AM 3 3 6 10
1 :00 AM 1 1 2
1 : 1 5 AM 1 0 1
1 :30 AM 0 0 0
1 :45 AM 0 0 0 3
2:00 AM 0 2 2
2:15 AM 0 1 1
2:30 AM 0 0 0
2:45 AM 1 0 1 4
3:00 AM 0 0 0
3:15AM 3 1 4
3:30 AM 1 2 3
3:45 AM 1 0 1 8
4:00 AM 0 3 3
4:15 AM 0 1 1
4:30 AM 1 5 6
4:45 AM 1 2 3 13
5:00 AM 1 4 5
5:15 AM 7 7 14
5:30 AM 9 9 18
5:45AM 10 7 17 54
6:00 AM 10 11 21
6:15 AM 14 8 22
6:30 AM 13 7 20
6:45 AM 23 13 36 99 6 - 7 AM 99
7:00 AM 13 15 28 106
7:15 AM 29 9 38 122
7:30 AM 17 14 31 133
7:45 AM 31 12 43 140 7 - 8 AM 140
8:00 AM 13 18 31 143
8:15 AM 24 17 41 146
8:30 AM 26 19 45 160
8:45 AM 25 29 54 171 8-9AM 171
9:00 AM 19 18 37 177
9:15 AM 19 26 45 181
9:30 AM 26 30 56 192
9:45 AM 33 30 63 201 9 - 1 0 AM 201
10:00 AM 37 26 63
10:15 AM 35 22 57
10:30 AM 29 33 62
10:45 AM 32 24 56 238
11 :00 AM 37 37 74
11 : 15 AM 25 26 51
11:30AM 26 30 56
11 :45 AM 35 26 61 242
12:00 PM 28 34 62
12:15 PM 27 25 52
12:30 PM 25 36 61
12:45 PM 28 40 68 243
1 :00 PM 30 29 59
1: 15 PM 28 19 47
1 :30 PM 32 34 66
1:45 PM 31 25 56 228
2:00 PM 27 26 53
2:15 PM 40 39 79
2:30 PM 35 25 60
2:45 PM 39 23 62 254
3:00 PM 28 32 60
3:15PM 29 24 53
3:30 PM 42 25 67
3:45 PM 33 25 58 238 3 - 4 PM 238
4:00 PM 33 29 62 240
4:15 PM 22 20 42 229
4:30 PM 22 28 50 212
4:45 PM 18 21 39 193 4 - 5 PM 193
5:00 PM 24 23 47 178
5:15PM 16 21 37 173
5:30 PM 22 15 37 160
5:45 PM 12 22 34 155 5 - 6 PM 155
6:00 PM 15 22 37 145
6:15 PM 12 23 35 143
6:30 PM 20 25 45 151
6:45 PM 8 19 27 144 6 - 7 PM 144
7:00 PM 9 13 22
7:15 PM 11 18 29
7:30 PM 11 13 24
7:45 PM 6 6 12 87
8:00 PM 5 15 20
8:15PM 3 10 13
8:30 PM 2 11 13
8:45 PM 2 7 9 55
9:00 PM 1 2 3
9:15PM 1 8 9
9:30 PM 2 3 5
9:45 PM 0 3 3 20
10:00 PM 2 3 5
10:15 PM 3 0 3
10:30 PM 1 2 3
10:45 PM 1 7 8 19
11:00 PM 0 1 1
11: 15 PM 3 6 9
11 :30 PM 1 2 3
11 :45 PM 1 0 1 14 2833
1423 1410
Weather: Good
Counted By: JAMAR
Location: Enterprise Rd N of Countryside BI
Start
Time Southbound Northbound Total Hourly Daily
8/21/2003 0 1 3
12:15 AM 1 2 2
12:30 AM 1 1 6
12:45 AM 3 3 0 11
1 :00 AM 0 0 0
1 :15 AM 0 0 1
1 :30 AM 0 1 0
1 :45 AM 0 0 0
2:00 AM 0 0 2
2:15 AM 0 2 0
2:30 AM 0 0 1
2:45 AM 0 1 2 5
3:00 AM 0 2 2
3:15 AM 2 0 1
3:30 AM 1 0 4
3:45 AM 1 3 2 9
4:00 AM 2 0 1
4:15 AM 1 0 3
4:30 AM 0 3 2
4:45 AM 0 2 7 13
5:00 AM 4 3 9
5:15 AM 2 7 16
5:30 AM 5 11 24
5:45 AM 15 9 16 65
6:00 AM 9 7 12
6:15 AM 8 4 22
6:30 AM 15 7 31
6:45 AM 12 19 28 93 6 - 7 AM 93
7:00 AM 16 12 39 120
7:15 AM 23 16 45 143
7:30 AM 24 21 38 150
7:45 AM 22 16 44 166 7 - 8 AM 166
8:00 AM 22 22 41 168
8:15 AM 18 23 48 171
8:30 AM 21 27 46 179
8:45 AM 21 25 56 191 8-9AM 191
9:00 AM 36 20 45 195
9:15 AM 25 20 47 194
9:30 AM 27 20 45 193
9:45 AM 21 24 70 207 9 - 1 0 AM 207
10:00 AM 29 41 53
10:15 AM 27 26 47
10:30 AM 24 23 70
10:45 AM 36 34 61 231
11 :00 AM 28 33 68
11 : 15 AM 32 36 74
11 :30 AM 38 36 66
11 :45 AM 29 37 50 258
12:00 PM 25 25 57
12:15 PM 25 32 70
12:30 PM 26 44 67
12:45 PM 37 30 59 253
1 :00 PM 28 31 43
1:15PM 22 21 52
1 :30 PM 27 25 58
1 :45 PM 35 23 50 203
2:00 PM 27 23 54
2:15 PM 24 30 62
2:30 PM 33 29 81
2:45 PM 37 44 63 260
3:00 PM 42 21 49
3:15 PM 25 24 43
3:30 PM 23 20 43
3:45 PM 21 22 56 191 3 - 4 PM 191
4:00 PM 30 26 49 191
4: 15 PM 26 23 47 195
4:30 PM 27 20 47 199
4:45 PM 19 28 30 173 4 - 5 PM 173
5:00 PM 13 17 32 156
5:15 PM 14 18 38 147
5:30 PM 20 18 49 149
5:45 PM 25 24 48 167 5 - 6 PM 167
6:00 PM 18 30 27 162
6:15 PM 12 15 25 149
6:30 PM 8 17 33 133
6:45 PM 17 16 28 113 6 - 7 PM 113
7:00 PM 11 17 31
7:15 PM 13 18 25
7:30 PM 12 13 15
7:45 PM 4 11 15 86
8:00 PM 10 5 9
8:15 PM 2 7 10
8:30 PM 5 5 13
8:45 PM 4 9 11 43
9:00 PM 4 7 8
9:15 PM 4 4 9
9:30 PM 2 7 8
9:45 PM 3 5 4 29
10:00 PM 2 2 5
10:15 PM 3 2 2
10:30 PM 0 2 0
10:45 PM 0 0 8 15
11:00 PM 1 7 2
11:15 PM 1 1 1
11:30 PM 0 1 4
11 :45 PM 0 4 2791 2798 5581
1368 1423
Weather: Good
Counted By: JAMAR
Location: Enterprise Rd S of Main St
Start PEAK
Time Northbound Southbound Total Hourly Daily HOUR
8/19/2003 7 1 8
12:15 AM 2 0 2
12:30 AM 3 0 3
12:45 AM 1 2 3 16
1 :00 AM 1 0 1
1 :15 AM 0 0 0
1 :30 AM 2 1 3
1 :45 AM 0 1 1 5
2:00 AM 0 0 0
2:15 AM 0 0 0
2:30 AM 0 2 2
2:45 AM 0 0 0 2
3:00 AM 0 0 0
3:15 AM 0 0 0
3:30 AM 0 0 0
3:45 AM 0 0 0 0
4:00 AM 0 2 2
4:15 AM 0 2 2
4:30 AM 1 1 2
4:45AM 1 1 2 8
5:00 AM 1 2 3
5:15 AM 0 4 4
5:30 AM 1 1 2
5:45 AM 1 2 3 12
6:00 AM 1 9 10
6:15 AM 5 8 13
6:30 AM 4 17 21
6:45 AM 4 9 13 57 6 - 7 AM 57
7:00 AM 6 10 16 63
7:15 AM 4 21 25 75
7:30 AM 14 25 39 93
7:45 AM 14 19 33 113 7 - 8 AM 113
8:00 AM 7 28 35 132
8:15 AM 10 19 29 136
8:30 AM 12 28 40 137
8:45 AM 14 26 40 144 8 - 9 AM 144
9:00 AM 13 17 30 139
9:15 AM 12 12 24 134
9:30 AM 10 15 25 119
9:45 AM 13 15 28 107 9 - 10 AM 107
10:00 AM 12 18 30
10:15 AM 15 13 28
10:30 AM 16 16 32
10:45 AM 18 17 35 125
11 :00 AM 20 19 39
11: 15 AM 20 22 42
11:30AM 32 30 62
11 :45 AM 29 26 55 198
,
12:00 PM 33 29 62
12:15 PM 30 18 48
12:30 PM 25 19 44
12:45 PM 24 26 50 204
1 :00 PM 27 21 48
1: 15 PM 19 23 42
1 :30 PM 21 26 47
1 :45 PM 17 24 41 178
2:00 PM 21 25 46
2:15 PM 30 14 44
2:30 PM 22 15 37
2:45 PM 17 21 38 165
3:00 PM 22 18 40
3:15 PM 18 20 38
3:30 PM 20 15 35
3:45 PM 27 10 37 150 3 - 4 PM 150
4:00 PM 21 19 40 150
4:15 PM 20 23 43 155
4:30 PM 22 15 37 157
4:45 PM 36 19 55 175 4 - 5 PM 175
5:00 PM 30 15 45 180
5:15 PM 35 17 52 189
5:30 PM 22 19 41 193
5:45 PM 17 14 31 169 5 - 6 PM 169
6:00 PM 18 14 32 156
6:15 PM 19 11 30 134
6:30 PM 15 6 21 114
6:45 PM 25 5 30 113 6 - 7 PM 113
7:00 PM 17 13 30
7:15 PM 20 10 30
7:30 PM 14 6 20
7:45 PM 17 9 26 106
8:00 PM 13 8 21
8: 15 PM 5 5 10
8:30 PM 13 5 18
8:45 PM 10 2 12 61
9:00 PM 13 4 17
9:15 PM 3 0 3
9:30 PM 3 3 6
9:45 PM 10 3 13 39
10:00 PM 6 3 9
10:15 PM 1 0 1
10:30 PM 5 1 6
10:45 PM 5 1 6 22
11:00 PM 3 4 7
11:15PM 2 2 4
11:30 PM 1 0 1
11:45 PM 0 0 0 12 2181
1140 1041
Weather: Good
Counted By: JAMAR
Location: Enterprise Rd S of Main St
Start
Time Northbound Southbound Total Hourly Daily
8/20/2003 5 2 7
12:15 AM 2 1 3
12:30 AM 1 0 1
12:45 AM 0 0 0 11
1 :00 AM 1 0 1
1 :15 AM 2 1 3
1 :30 AM 1 3 4
1 :45 AM 4 1 5 13
2:00 AM 0 0 0
2:15 AM 0 1 1
2:30 AM 0 0 0
2:45 AM 0 0 0 1
3:00 AM 3 0 3
3:15 AM 0 0 0
3:30 AM 0 1 1
3:45AM 0 0 0 4
4:00 AM 0 1 1
4:15 AM 0 2 2
4:30 AM 0 1 1
4:45 AM 2 0 2 6
5:00 AM 1 1 2
5:15 AM 0 2 2
5:30 AM 2 5 7
5:45 AM 1 4 5 16
6:00 AM 3 7 10
6:15 AM 3 11 14
6:30 AM 8 14 22
6:45 AM 6 13 19 65 6 - 7 AM 65
7:00 AM 5 18 23 78
7:15 AM 9 21 30 94
7:30 AM 6 28 34 106
7:45 AM 6 23 29 116 7 - 8 AM 116
8:00 AM 5 19 24 117
8:15 AM 6 30 36 123
8:30 AM 6 24 30 119
8:45 AM 11 20 31 121 8 - 9 AM 121
9:00 AM 9 26 35 132
9:15 AM 13 15 28 124
9:30 AM 17 19 36 130
9:45 AM 13 19 32 131 9 - 10 AM 131
10:00 AM 20 19 39
10:15 AM 16 26 42
10:30 AM 34 25 59
10:45 AM 20 23 43 183
11 :00 AM 16 19 35
11 : 15 AM 28 25 53
11:30AM 25 18 43
11 :45 AM 34 29 63 194
12:00 PM 30 21 51
12:15 PM 23 15 38
12:30 PM 17 31 48
12:45 PM 22 17 39 176
1 :00 PM 22 21 43
1:15 PM 21 23 44
1 :30 PM 27 18 45
1 :45 PM 26 23 49 181
2:00 PM 10 18 28
2:15 PM 25 14 39
2:30 PM 24 20 44
2:45 PM 12 22 34 145
3:00 PM 38 31 69
3:15PM 20 17 37
3:30 PM 25 27 52
3:45 PM 27 24 51 209 3 - 4 PM 209
4:00 PM 23 16 39 179
4:15PM 25 26 51 193
4:30 PM 23 23 46 187
4:45 PM 41 31 72 208 4 - 5 PM 208
5:00 PM 26 15 41 210
5:15PM 27 20 47 206
5:30 PM 30 14 44 204
5:45 PM 24 21 45 177 5 - 6 PM 177
6:00 PM 27 14 41 177
6:15PM 13 18 31 161
6:30 PM 17 9 26 143
6:45 PM 20 15 35 133 6 - 7 PM 133
7:00 PM 14 3 17
7:15PM 26 10 36
7:30 PM 19 12 31
7:45 PM 12 9 21 105
8:00 PM 20 10 30
8:15PM 10 3 13
8:30 PM 7 3 10
8:45 PM 10 3 13 66
9:00 PM 16 1 17
9:15PM 13 1 14
9:30 PM 6 1 7
9:45 PM 4 0 4 42
10:00 PM 8 0 8
10:15 PM 4 2 6
10:30 PM 3 0 3
10:45 PM 4 2 6 23
11 :00 PM 0 3 3
11:15 PM 2 0 2
11 :30 PM 4 2 6
11:45 PM 4 3 7 18 2344
1195 1149
Weather: Good
Counted By: JAMAR
Location: Enterprise Rd S of Main St
Start
Time Northbound Southbound Total Hourly Daily
8/21/2003 5 2 7
12:15 AM 5 2 1
12:30 AM 0 1 1
12:45 AM 1 0 2 11
1 :00 AM 1 1 3
1 : 15 AM 2 1 3
1 :30 AM 0 3 3
1 :45 AM 3 0 0 9
2:00 AM 0 0 1
2:15 AM 1 0 0
2:30 AM 0 0 0
2:45AM 0 0 2 3
3:00 AM 2 0 3
3:15 AM 3 0 0
3:30 AM 0 0 0
3:45 AM 0 0 2 5
4:00 AM 0 2 1
4:15 AM 0 1 1
4:30 AM 0 1 1
4:45 AM 1 0 2 5
5:00 AM 0 2 3
5:15 AM 1 2 1
5:30 AM 0 1 6
5:45AM 0 6 5 15
6:00 AM 1 4 15
6:15 AM 9 6 22
6:30 AM 8 14 15
6:45 AM 1 14 13 65 6 - 7 AM 65
7:00 AM 4 9 27 77
7:15 AM 9 18 27 82
7:30 AM 4 23 23 90
7:45 AM 5 18 38 115 7 - 8 AM 115
8:00 AM 12 26 24 112
8:15 AM 12 12 39 124
8:30 AM 8 31 45 146
8:45 AM 23 22 21 129 8 - 9 AM 129
9:00 AM 10 11 45 150
9:15 AM 24 21 44 155
9:30 AM 20 24 39 149
9:45 AM 19 20 41 169 9 - 10 AM 169
10:00 AM 22 19 22
10:15 AM 9 13 37
10:30 AM 16 21 49
10:45 AM 28 21 26 134
11 :00 AM 9 17 45
11 : 15 AM 26 19 51
11 :30 AM 29 22 46
11 :45 AM 27 19 53 195
12:00 PM 27 26 52
12:15 PM 30 22 66
12:30 PM 33 33 51
12:45 PM 29 22 41 210
1 :00 PM 15 26 46
1:15PM 28 18 36
1 :30 PM 20 16 39
1 :45 PM 25 14 38 159
2:00 PM 22 16 31
2:15 PM 19 12 29
2:30 PM 11 18 40
2:45 PM 14 26 46 146
3:00 PM 29 17 52
3:15 PM 28 24 44
3:30 PM 18 26 47
3:45 PM 28 19 42 185 3 - 4 PM 185
4:00 PM 25 17 28 161
4:15 PM 15 13 40 157
4:30 PM 27 13 41 151
4:45 PM 26 15 47 156 4 - 5 PM 156
5:00 PM 34 13 46 174
5: 15 PM 25 21 45 179
5:30 PM 29 16 36 174
5:45PM 20 16 21 148 5 - 6 PM 148
6:00 PM 16 5 19 121
6:15 PM 12 7 48 124
6:30 PM 28 20 34 122
6:45 PM 19 15 15 116 6 - 7 PM 116
7:00 PM 9 6 20
7:15 PM 15 5 24
7:30 PM 12 12 25
7:45 PM 22 3 12 81
8:00 PM 7 5 20
8:15 PM 14 6 14
8:30 PM 11 3 13
8:45 PM 9 4 10 57
9:00 PM 8 2 4
9: 15 PM 2 2 9
9:30 PM 5 4 16
9:45 PM 12 4 8 37
10:00 PM 4 4 12
10:15 PM 9 3 5
10:30 PM 4 1 8
10:45 PM 4 4 5 30
11 :00 PM 2 3 1
11:15PM 1 0 1
11:30 PM 1 0 5
11:45 PM 3 2 2194 2201 4381
1166 1028
APPENDIX B
I
DrivewayPM.txt
HCS2000: unsignalized Intersections Release 4.1c
TWO-WAY STOP CONTROL SUMMARY
Analyst:
Agency/co. :
Date Performed:
Analysis Time period:
Intersection:
Jurisdiction:
units: u. s. Customary
Analysis Year: 2003
project 10: Tampa Bay water
East/west Street: project Driveway
North/south Street: Enterprise Road
Intersection Orientation: NS
URS Corporation
09/18/2003
PM peak Hour
Driveway
Study period (hrs): 0.25
vehicle volumes and Adjustments
Major Street: Approach Northbound
Movement 1 2 3
L T R
volume
Peak-Hour Factor, PHF
Hourly Flow Rate, HFR
percent Heavy Vehicles
Median Type undivided
RT Channelized?
Lanes
configuration
upstream signal?
Minor Street: Approach
Movement
119
0.92
129
16
0.92
17
southbound
4 5 6
L T R
8 116
0.92 0.92
8 126
2
0 1
LT
No
Eastbound
10 11 12
L T R
1 0
TR
No
volume
Peak Hour Factor, PHF
Hourly Flow Rate, HFR
percent Heavy vehicles
Percent Grade (%)
Median Storage
Flared Approach: Exists?
Storage
Westbound
7 8 9
L T R
42 0 78
0.92 1.00 0.92
45 0 84
2 0 2
0
No
o
RT Channelized?
Lanes
Configuration
010
LTR
Delay, Queue Length, and Level of Service
NB SB Westbound Eastbound
1 4 7 8 9 10 11 12
LT LTR
Approach
Movement
Lane config
v (vph)
c(m) (vph)
v/c
95% queue length
Control Delay
LOS
Approach Delay
Approach LOS
8
1436
0.01
0.02
7.5
A
129
827
0.16
0.55
10.2
B
10.2
B
HCS2000: unsignalized Intersections Release 4.1c
phone:
E-Mail :
Fax:
TWO-WAY STOP CONTROL(TWSC) ANALYSIS
Analyst:
Agency/co. :
Date performed:
URS corporation
09/18/2003
page 1
~
Analysis Time period: PM Peak Hour
Intersection: Driveway
Jurisdiction:
units: u. s. Customary
Analysis Year: 2003
project ID: Tampa Bay water
East/west Street: project Driveway
North/South Street: Enterprise Road
Intersection orientation: NS
DrivewayPM.txt
Study period (hrs): 0.25
vehicle volumes and Adjustments
Major Street Movements 1 2 3 4 5 6
L T R L T R
volume
Peak-Hour Factor, PHF
peak-IS Minute volume
Hourly Flow Rate, HFR
percent Heavy vehicles
Median Type undivided
RT Channelized?
Lanes
configuration
upstream Signal?
Minor Street Movements
119
0.92
32
129
1 0
TR
No
8 9
T R
0 78
1.00 0.92
0 21
0 84
0 2
0
No
7
L
volume
Peak Hour Factor, PHF
Peak-IS Minute Volume
Hourly Flow Rate, HFR
percent Heavy vehicles
percent Grade (%)
Median Storage
Flared Approach: Exists?
Storage
42
0.92
11
45
2
RT Channelized?
Lanes
configuration
o
1 0
LTR
16
0.92
4
17
8
0.92
2
8
2
116
0.92
32
126
o
LT
1
NO
10
L
11
T
12
R
o
pedestrian volumes and Adjustments
Movements 13 14 15 16
Flow (ped/h r) 0 0 0 0
Lane Width (ft) 12.0 12.0 12.0 12.0
walking speed (ft/sec) 4.0 4.0 4.0 4.0
Percent Blockage 0 0 0 0
upstream signal Data
Arrival Green
Type Time
sec
Prog.
Flow
vph
Sat
Flow
vph
cycle
Length
sec
prog.
speed
mph
Distance
to signal
feet
s2 Left-Turn
Through
S5 Left-Turn
Through
worksheet 3-Data for computing Effect of Delay to Major Street vehicles
Movement 2
Movement 5
Shared ln volume, major th vehicles:
Shared ln volume, major rt vehicles:
Sat flow rate, major th vehicles:
Sat flow rate, major rt vehicles:
Number of major street through lanes:
126
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1700
1
worksheet 4-Critical Gap and Follow-up Time Calculation
Cri ti cal Gap calculation
Movement 1 4 7 8 9 10 11 12
L L L T R L T R
t(c,base) 4.1 7.1 6.5 6.2
t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
p(hv) 2 2 0 2
page 2
DrivewayPM.txt
t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10
Grade/lOa 0.00 0.00 0.00 0.00 0.00 0.00
to,lt) 0.00 0.70 0.00 0.00
t(C,T): I-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
t(c) I-stage 4.1 6.4 6.5 6.2
2-stage
Follow-up Time calculations
Movement 1 4 7 8 9 10 11 12
L L L T R L T R
t(f,base) 2.20 3.50 4.00 3.30
t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
P(HV) 2 2 0 2
t(f) 2.2 3.5 4.0 3.3
worksheet s-Effect of upstream signals
computation I-Queue clearance Time at Upstream signal
Movement 2 Movement 5
Vet) v(l,prot) Vet) v(l,prot)
v prog
Total Saturation Flow Rate, s (vph)
Arrival Type
Effective Green, g (see)
cycle Length, C (see)
Rp (from Exhibit 16-11)
proportion vehicles arriving on green P
g (q1)
g(q2)
g(q)
computation 2-proportion of TWSC Intersection Time blocked
Movement 2 Movement 5
Vet) v(l,prot) Vet) v(l,prot)
alpha
beta
Travel time, tea) (see)
smoothing Factor, F
proportion of conflicting flow, f
Max platooned flow, v(c,max)
Min platooned flow, v(c,min)
Duration of blocked period, t(p)
proportion time blocked, p
Computation 3-platoon Event periods
0.000
0.000
Result
p(2)
peS)
p(dom)
p(subo)
Constrained or unconstrained?
0.000
0.000
proportion
unblocked
for minor
movements, p(x)
(1)
single-stage
Process
(2) (3)
Two-Stage process
stage I stage II
p(l)
p(4)
p(7)
p(8)
p(9)
p (10)
p(l1)
p (12)
computation 4 and 5
single-Stage Process
Movement
1
L
4
L
7
L
8
T
9
R
10
L
11
T
12
R
v c,x
s
px
V c,u,x
146
138
280
280
C r,x
Page 3
--- -------------------------------~
DrivewayPM.txt
c plat,x
Two-Stage process
7
Stage1 Stage2
8
Stage1 Stage2
10
Stage1 Stage2
11
Stage1 Stage2
v(c,x)
s
p(x)
v(c,u,x)
1700
1700
c(r, x)
C(plat,x)
worksheet 6-Impedance and capacity Equations
step 1: RT from Minor St.
conflicting Flows
potential capacity
pedestrian Impedance Factor
Movement capacity
probability of Queue free St.
Step 2: LT from Major St.
Conflicting Flows
potential capacity
pedestrian Impedance Factor
Movement capacity
probability of Queue free St.
Maj L-Shared prob Q free St.
step 3: TH from Minor St.
Conflicting Flows
Potential capacity
pedestrian Impedance Factor
cap. Adj. factor due to Impeding mvmnt
Movement capacity
probability of Queue free St.
step 4: LT from Minor St.
conflicting Flows
Potential capacity
pedestrian Impedance Factor
Maj. L, Min T Impedance factor
Maj. L, Min T Adj. Imp Factor.
cap. Adj. factor due to Impeding mvmnt
Movement capacity
9
12
138
910
1.00
910
0.91
4
1.00
1.00
1
146
1436
1.00
1436
0.99
0.99
8
1.00
1.00
11
280
632
1.00
0.99
628
1.00
7
1.00
0.99
1.00
10
280
710
1.00
1.00
0.99
1.00
0.90
0.99
706
worksheet 7-computation of the Effect of Two-stage Gap Acceptance
Step 3: TH from Minor St.
part 1 - First Stage
conflicting Flows
potential capacity
pedestrian Impedance Factor
cap. Adj. factor due to Impeding mvmnt
Movement capacity
probability of Queue free St.
Part 2 - Second stage
conflicting Flows
Potential capacity
pedestrian Impedance Factor
cap. Adj. factor due to Impeding mvmnt
Movement capacity
part 3 - single Stage
conflicting Flows
potential Capacity
pedestrian Impedance Factor
Cap. Adj. factor due to Impeding mvmnt
Movement Capacity
Result for 2 stage process:
a
8
11
280
632
1.00
0.99
628
1.00
0.99
page 4
..
y
C t
probability of Queue free St.
Step 4: LT from Minor St.
Part 1 - First Stage
conflicting Flows
Potential Capacity
Pedestrian Impedance Factor
cap. Adj. factor due to Impeding mvmnt
Movement Capacity
part 2 - Second stage
conflicting Flows
potential capacity
pedestrian Impedance Factor
Cap. Adj. factor due to Impeding mvmnt
Movement capacity
part 3 - single stage
conflicting Flows
Potential capacity
pedestrian Impedance Factor
Maj. L, Min T Impedance factor
Maj. L, Min T Adj. Imp Factor.
cap. Adj. factor due to Impeding mvmnt
Movement capacity
Results for Two-stage process:
a
y
C t
DrivewayPM.txt
628
1.00
7
1.00
10
280
710
1.00
1.00
0.99
1.00
0.90
0.99
706
worksheet 8-Shared Lane Calculations
706
Movement
7
L
12
R
8
T
9
R
10
L
11
T
volume (vph)
Movement capacity (vph)
Shared Lane capacity (vph)
45
706
o
628
827
84
910
Movement
7
L
worksheet 9-computation of Effect of Flared Minor Street Approaches
12
R
8
T
9
R
10
L
11
T
C sep
volume
Delay
Q sep
Q sep +1
round (Qsep +1)
706
45
628
o
910
84
n max
C sh
SUM c sep
n
C act
827
worksheet 10-Delay, Queue Length, and Level of Se rvi ce
Movement 1 4 7 8 9 10 11 12
Lane config LT LTR
v (vph) 8 129
c(m) (vph) 1436 827
vlc 0.01 0.16
95% queue length 0.02 0.55
Control Delay 7.5 10.2
LOS A B
Approach Delay 10.2
Approach LOS B
worksheet II-Shared Major LT Impedance and Delay
Movement 2 Movement 5
Page 5
p(oj)
v(il), volume for stream 2 or 5
v(i2), volume for stream 3 or 6
s(il), Saturation flow rate for stream 2 or 5
s(i2), Saturation flow rate for stream 3 or 6
P*(oj)
d(M,LT), Delay for stream 1 or 4
N, Number of major street through lanes
d(rank,l) Delay for stream 2 or 5
DrivewayPM.txt
1.00
page 6
0.99
126
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1700
0.99
7.5
1
0.0
..
APPENDIX C
.,
TABLE 4 - 7
GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S
URBANIZED AREAS.
UNINTERRUPTED FLOW HIGHWAYS
Level of Service
ABC D
100 340 670 950
1,060 1,720 2,500 3,230
1,600 2,590 3,740 4,840
STATE TWO-WAY ARTERIALS
Class I (>0.00 to 1.99 signalized intersections per mile)
Level of Service
B C
220 720
1,530 1,810
2,330 2,720
3,030 3,460
Lanes Divided
I Undivided
2 Divided
3 Divided
Lanes Divided
I Undivided
2 Divided
3 Divided
4 Divided
A
D
860
1,860
2,790
3,540
**
250
380
490
Class II (2.00 to 4.50 signalized intersections per mile)
Level of Service
B C
100 590
220 1,360
340 2,110
440 2,790
Lanes Divided
] Undivided
2 Divided
3 Divided
4 Divided
A
D
810
1,710
2,570
3,330
**
**
**
**
Class III (more than 4.5 signalized intersections per mile and not
within primary city central business district of an
urbanized area over 750,000)
FREEWAYS
E
1,300
3,670
5,500
Interchange spacing :0> 2 mi. apart
Level of Service
B C
2,110 2,940
3,260 4,550
4,410 6,150
5,560 7,760
6,710 9,360
D E
3,580 3,980
5,530 6,150
7,480 8,320
9,440 10,480
1],390 12,650
D E
3,440 3,910
5,410 6,150
7,380 8,380
9,340 10,620
11,310 12,850
Lanes
2
3
4
5
6
A
1,270
1,970
2,660
3,360
4,050
E
890
***
***
Interchange spacing < 2 mi. apart
Level of Service
C
2,660
4,180
5,700
7,220
8,740
Lanes
2
3
4
5
6
A
],130
1,780
2,340
3,080
3,730
B
1,840
2,890
3,940
4,990
6,040
***
E
850
1,800
2,710
3,500
BICYCLE MODE
(Note: Level of service for the bicycle mode in this table is based on roadway
geometries at 40 mph posted speed and traffic conditions, not number of
bicyclists using the facility.) (Multiply motorized vehicle volumes shown below
by number of directional roadway lanes to determine maximum service volumes.)
Paved Shoulder/ Level of Service
Level of Service Bicycle Lane
Lanes Divided A B C D E Coverage A B C D E
I Undivided ** ** 280 660 810 0-49% ** ** 170 720 >720
2 Divided ** ** 650 1,510 1,720 50-84% ** 130 210 >210 ***
3 Divided ** ** 1,020 2,330 2,580 85-100% 160 380 >380 *** ***
4 Divided ** ** 1,350 3,070 3,330
Class IV (more than 4.5 signalized intersections per mile and within
primary city central business district of an urbanized area
over 750,000)
Level of Service
Lanes Divided A B C
I Undivided ** ** 270
2 Divided ** ** 650
3 Divided ** ** 1,000
4 Divided ** ** 1,350
PEDESTRIAN MODE
(Note: Level of service for the pedestrian mode in this table is based on roadway
geometries at 40 mph posted speed and traffic conditions, not the number of
pedestrians using the facility.) (Multiply motorized vehicle volumes shown below
by number of directional roadway lanes to determine maximum service volumes.)
D E
720 780 Level of Service
1,580 1,660 Sidewalk Coverage A B C D E
2,390 2,490 0-49% ** ** ** 330 810
3,130 3,250 50-84% ** ** ** 520 990
85-100% ** 120 590 >590 ***
NON-STATE ROADWAYS
Major City/County Roadways BUS MODE (Scheduled Fixed Route)
Level of Service (Buses per hour)
Lanes Divided A B C D E Level of Service
I Undivided ** ** 480 760 810 Sidewalk Coverage A B C D E
2 Divided ** ** 1,120 1,620 1,720 0-84% ** >5 :0>4 :0>3 :0>2
3 Divided ** ** 1,740 2,450 2,580 85-100% >6 >4 :0>3 :0>2 :0>1
Lanes Divided
I Undivided
2 Divided
Other Signalized Roadways
(signalized intersection analysis)
Level of Service
B C
** 250
** 580
D
530
1,140
A
**
**
Source:
Florida Department of Transportation
Systems Planning Office
605 Suwannee Street, MS 19
Tallahassee, FL 32399-0450
http://wwwll.myflorida.com/planning/systems/smllos/default.htm
02/22/02
ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS
DIVIDED/UNDIVIDED
(alter corresponding volumes by the indicated percent)
E
660
1,320
Lanes Median Left Turns Lanes Adjustment Factors
I Divided Yes +5%
I Undivided No -20%
Multi Undivided Yes -5%
Multi Undivided No -25%
ONE WAY FACILITIES
Increase corresponding volume 20%
"'This table does not con:o;litute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning
applications. The table anu deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Values shown are hourly directional volumes for levels of
service and are for the .llllomobileltruck modes unless specifically stated. Level of service letter grade thresholds are probably not comparable across modes and, therefore, cross modal comparisons should be
made with caution. Furthermore, combining levels of service of different modes into one overall roadway level of service is not recommended. To convert to annual average daily traffic volumes, these.
volumes must be di\ided by appropriate D and K factors. The table's input value defaults and level of service criteria appear on the following page. Calculations are based on planning applications or the
Highway Capacity tvlanual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual, respectively for the automobile/truck, bicycle, pedestrian and bus modes.
....Cannot be achieved using table input value defaults.
*....Not applicable for that level of service letter grade. For automobile/truck modes, volumes greater than level of service D become F because intersection capacities have been reached. For bicycle
and pedestrian modes. the level of service letter grade (including F) is not achievable, because there is no maximum vehicle volume thresholu using table input value defaults.
97
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TIERRA
November 3, 2003
URS Corporation
7650 West Courtney Campbell Causeway
Tampa, Florida 33607
Phone(813) 286-1711
Fax (813)287-8591
Attn: Mr. Dennis Syrja, P.E.
RE: Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No.: 6511-03-205
Mr. Syrja:
Per your authorization, Tierra, Inc. has completed the geotechnical engineering study for
the above referenced project. The results of the study are provided herein.
Should there be any questions regarding the report, please do not hesitate to contact our
office at (813) 989-1354. Tierra would be pleased to continue providing geotechnical
services throughout the implementation ofthe project, and we look forward to working with
you and your organization on this and future projects.
Respectfully submitted,
TIERRA, INC.
/~
Erick M. Frederick, E.1.
Geotechnical Engineer
~ -
/h ~
Henri V. Jean, P.E.
Principal Geotechnical Engineer
Florida Registration No.: 55420
NOV 0 6 2003
7805 Professional Place. Tampa, Florida 33637
(813) 989-1354. FAX (813) 989-1355
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TABLE OF CONTENTS
PROJECT DESCRiPTION........ ............. .................. ................................. ............. ......... 1
Project Information....................................................................................................... 1
Proposed Development............................................................................................... 1
Scope of Services........................................................................................................ 1
SITE AND SUBSURFACE CONDITIONS ...................................................................... 2
General Site Information.............................................................................................. 2
Subsurface Conditions................................................................................................. 3
Pinellas County Soil Survey......................................................................................... 3
Groundwater Information ................. ...................... ........... ...... ... ..................... .............4
Laboratory Testing....................................................................................................... 4
Field Permeability Tests.............................................................................................. 5
EVALUATION AND RECOMMENDATIONS .................................................................. 5
General....................................................................................................................... . 5
Site Preparation........................................................................................................... 5
Foundation Recommendations.................................................................................... 6
Settlement.................................................................................................................... 6
Floor Slab.................................................................................................................... 7
Pavement Construction Considerations....................................................................... 7
On Site Soil Suitability................................................................................................. 9
CONSTRUCTION CONSIDERATIONS ..........................................................................9
General....................................................................................................................... . 9
Fill Placement and Subgrade Preparation ................................................................... 9
Drainage and Groundwater Concerns....................................................................... 11
Structural Fill.............................................................................................................. 11
Excavations............................................................................................................... 12
REPORT LIM ITA TIONS....... ........... ........ ................. ............................. ......... ............... 12
APPENDIX
Boring Location Plan
Soil Profiles
Results of Laboratory Testing
Results of Field Permeability Testing
Sheet 1
Sheet 2
Sheet 3
Sheet 4
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 1 of 13
PROJECT DESCRIPTION
Project Information
The project is located East of Enterprise Road and North of Countryside Boulevard in
Pinellas County, Florida. After minimal Clearing the site was accessible to our standard
geotechnical equipment.
Proposed Development
The project, as we understand it, consists of performing a subsurface investigation in order
to provide information to the design team for the proposed development. It is our
understanding that the developer proposes to construct a 3-story structure approximately
15,000 square feet in plan view. It is anticipated that the structure will be supported using a
shallow spread foundation system with a slab-on-grade. In addition, access drives, parking
and stormwater treatment facilities are anticipated to support the development.
Scope of Services
The objective of our study was to obtain information concerning subsurface conditions at
the site in order to obtain data from which to base engineering estimates and
recommendations in each of the following areas:
1. Feasibility of utilizing shallow spread foundation systems for support of the
structures. Suitability of slab-on-grade.
2. Design parameters required for the foundation system, including allowable
bearing pressures, foundation sizes, foundation levels and soil subgrade
treatments.
3. Suitability of materials on-site for use as structural fill, pavement subgrade
and general backfill. Recommendations for placement and compaction of
approved fill materials.
4. General location and description of potentially deleterious materials
discovered in the borings, which may interfere with construction progress,
and structure performance, including existing fills or surficial organics.
5. General pavement section construction considerations.
6. Identification of groundwater levels and estimation of Seasonal High
Groundwater Table (SHGWT).
7. Estimation of shallow soil infiltration rates.
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 2 of 13
We provided the following services in order to achieve the preceding objectives:
1. Reviewed readily available published soils and topographic information. This
published information was obtained from the appropriate Florida Quadrangle
Map published by the United States Geological Survey (USGS) and the Soil
Survey of Pinellas County, Florida published by the United States
Department of Agriculture (USDA) Soil Conservation Service (SCS).
2. Executed a program of subsurface exploration consisting of borings,
subsurface sampling and field-testing. We performed six (6) Standard
Penetration Test (SPT) borings to depths ranging from 45 to 50 feet within
the proposed building area. In each boring, samples were collected and SPT
resistances were measured virtually continuously for the top 10 feet and on
intervals of 5 feet thereafter. In addition we performed seventeen (17) auger
borings to depths ranging from 4 to 15 feet below the existing ground surface
within the proposed pavement and pond areas.
3. Visually classified the samples in the laboratory using the Unified Soil
Classification System (USCS). Conducted limited laboratory testing.
Identified soil conditions at each boring location and formed an opinion of the
site soil stratigraphy.
4. Performed five (5) field permeability tests within the proposed pond area.
5. Collected groundwater level measurements and estimated SHGWT.
6. Prepared a formal engineering report, which summarizes the course of study
pursued, the field and laboratory data generated, subsurface conditions
encountered and our engineering recommendations in each of the pertinent
topic areas.
SITE AND SUBSURFACE CONDITIONS
General Site Information
Based on the Oldsmar, Florida, United States Geological Survey (USGS), topographic
map, the ground surface elevation at the property is approximately +75 feet National
Geodetic Vertical Datum (NGVD) of 1927.
At the time of our field services two (2) noted depressions were observed at the project
site. Both depressions were noted within the limits of the proposed pond system. Based on
information from URS, the depressions were determined to be historic wetlands that have
been impacted by an adjacent ditch.
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 3 of 13
Subsurface Conditions
The subsurface conditions were explored using six (6) SPT borings performed to depths
ranging from 45 to 50 feet below the existing ground surface within the proposed building
footprint. In addition, seventeen (17) auger borings were performed within the proposed
pavement and pond areas to depths ranging from 4 to 15 feet below the existing ground
surface. The borings were located in the field by a Geotechnical Engineering Technician,
measuring distances from existing site features. The approximate boring locations are
presented on Sheet 1 of the appendix.
The soil strata encountered in the borings performed at the proposed development are
summarized in the following table:
1 Gray Fine SAND with Organics SP
2 Gray to Brown Fine SAND to Fine SAND SP/SP-SM
With Silt
3 Greenish Gray SAND With Clay to SP-SC/SC
Clayey SAND
4 Blue-Green Silty CLAY CL
5 Weathered Limestone *
---
*Note - u___u USCS does not have a classification symbol for limestone.
The subsurface soil stratification is of a generalized nature to highlight the major
subsurface stratification features and material characteristics. The soil profiles included on
Sheet 2 of the appendix should be reviewed for specific information at individual boring
locations. These profiles include soil description, stratifications and penetration resistances.
The stratifications shown on the boring profiles represent the conditions only at the actual
boring location. Variations may occur and should be expected between boring locations.
The stratifications represent the approximate boundary between subsurface materials and
the actual transition may be gradual.
Pinellas County Soil Survey
The Soil Survey of Pinellas County, Florida published by the USDA, SCS was reviewed for
general near surface soil information. This information indicates there are two (2) primary
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 4 of 13
mapping units at the project location. The map unit data is summarized in the following
paragraphs and table.
(Au) Astor Soils - These are nearly level, very poorly drained sandy soils in
swamps. Water covers these soils 2 to 9 months most years and 9 months or more
during wet years.
(My) Myakka Fine Sand - This is a nearly level, poorly drained soil on broad flats
between sloughs and swamps. In places it is gently sloping. The water table is
normally at a depth of 10 to 30 inches. It rises to the surface for a short time during
wet periods and falls below 30 inches during extended dry periods.
Au 0-26 SP-SM A-2 6.3-20 5.6-6.5 <10 6 or more
26-80 SP A-3 6.3-20 6.1-7.8
0-16 SP, SP-SM A-3 6.3-20 4.5-6.5
My 16-25 SP-SM, SM A-3 0.63-2.0 4.5-6.5 <10 1 to 4
25-84 SP-SM, SP A-3 6.3-20 4.5-6.5
Groundwater Information
The groundwater levels were encountered at approximate depths of 2% to 5% feet below
the existing site grade. It should be noted that groundwater levels tend to fluctuate during
periods of prolonged drought and extended rainfall and may be affected by man-made
influences. In addition, a seasonal effect will also occur in which higher groundwater levels
are normally recorded in rainy seasons. In this regard, it is estimated that the seasonal
high groundwater table (SHGWT) will be encountered at a depth of 1 to 1 % feet below
existing grades at the subject site (current ground surface) or at the predevelopment site
grades in the proposed pavement and building areas. It should be noted also, that the
historic SHGWT is estimated to be above the existing ground surface in the proposed pond
area. If the SHGWT in this area becomes critical to design then a registered biologist
should be retained to estimate the above grade SHGWT based on biological indicators
such as vegetation staining.
Laboratory Testing
Based on the soils encountered within the noted depression, limited laboratory testing was
conducted to determine the nature of the soils encountered. Specifically, Tierra performed
organic content testing to determine the percent organics encountered in samples obtained
from the borings performed below or near the proposed building footprint. The results
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 5 of 13
indicated organic contents ranging from 10 to 11 percent. These soils are detrimental to
the proposed construction and should be over excavated and replaced with clean
engineered fill.
Field Permeability Tests
Five (5) field permeability tests were performed within the proposed pond area to estimate
shallow soil vertical and horizontal permeability rates. The tests were performed at depths
ranging from 1 % to 4% feet below existing grades in order to penetrate the dense, non-
permeable organic sand layer encountered. The results of the tests performed are
presented in the Appendix. It should be noted that the dense organic sand layer
encountered does not extend throughout the entire proposed pond site however, an
average of the permeability results should be used for pond design.
EVALUATION AND RECOMMENDATIONS
General
Based on the results of the field exploration, it appears that the soils encountered in the
borings will provide adequate support for the proposed development after proper site
preparation. The following report sections provide our recommendations for site
preparation and construction considerations.
Site Preparation
Based on the information obtained from the boring logs, deleterious organic material was
encountered below the building footprint. The approximate horizontal limits are indicated on
Sheet 1 of the Appendix. This material will adversely affect foundation performance. As a
result, the organic material located within the proposed building footprint plus an additional
5 feet should be over excavated and replaced with clean engineered fill. A representative
of Tierra should be onsite during excavation to oversee the removal of the organic material
and verify foundation trenches for proper compaction.
Prior to construction, the location of any existing underground utilities within the
construction area should be established. Provisions should then be made to relocate any
interfering utility lines within the construction area to appropriate locations and backfilling
the excavation with compacted structural fill. In this regard, it should be noted that if
abandoned underground pipes are not properly removed or plugged, they might serve as
conduits for subsurface erosion, which subsequently may result in excessive settlement.
As a minimum, it is recommended that the clearing operations extend to the depth needed
to remove surface vegetation and associated root materials and other material considered
deleterious at least 5 feet beyond the proposed development area. Fill placement and
subgrade preparation recommendations are presented in the "Construction
Considerations" Section of this report.
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 6 of 13
Foundation Recommendations
The borings performed in the proposed building areas generally encountered loose to
medium dense fine sand to fine sand with silt within the foundation influence zone. The
soils encountered are considered suitable for site development utilizing shallow foundation
systems, provided the recommendations presented herein are utilized. At the time of this
report, foundation loading was not available. Based on our experience with similar projects
we have assumed column loads to be on the order of 120 kips per square foot (ksf) with
perimeter walls loads on the order of 8 kips or less. If the actual loads differ significantly
from the assumed loads, Tierra should be allowed the opportunity to reevaluate our
recommendations based on the new loads.
Based on the anticipated construction, shallow foundations should be designed for a net
maximum allowable bearing pressure not to exceed 2,500 pounds per square foot (psf).
The foundation and floor slab should bear on properly placed and compacted cohesion less
(sand) native soil or structural fill. The existing near surface sandy soils should be improved
by compaction after clearing operations to improve foundation support and reduce total
and differential settlement. Compaction criteria are presented under the "Construction
Considerations" section of this report.
All footings should be embedded so that the bottom of the foundations is a minimum of 18
inches below adjacent compacted grades on all sides and should be a minimum of 36
inches wide for strip footings and 72 inches square for column pads. The minimum footing
sizes should be used regardless of whether or not the foundation loads and allowable
bearing pressures dictate a smaller size. These minimum footing sizes tend to provide
adequate bearing area to develop bearing capacity and account for minor variations in the
bearing materials. All footings should be constructed in a "dry" fashion. All footing
excavations should be covered during rain events. Uncovered excavations may become
oversaturated and difficult to compact during rain events. Surface run-off water should be
drained away from the excavations and not allowed to pond. It is important that the
structural elements be centered on the footings such that the load is transferred evenly
unless the footings are proportioned for eccentric loads. Tierra should be notified to
inspect all foundation excavations for proper compaction.
Settlement
The settlement of shallow foundations supported on the compacted sand fill and natural
sandy soils should occur rapidly after loading. Thus, the expected settlement should occur
during construction as dead loads are imposed. Minor settlements associated with the
deeper loose sands may occur over time but should not structurally affect the building.
Provided the recommended site preparation operations are properly performed and the
recommendations previously stated are utilized, the total settlement of the walls should not
exceed approximately * inch. Differential settlement is estimated to be on the order of %
of the total settlement. Differential settlement of this magnitude is usually considered
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 7 of 13
tolerable for the anticipated construction. However, the Structural Engineer should
compare the anticipated settlement to the allowable settlement of the structure to ensure
that it is acceptable.
Floor Slab
The floor slab may be safely supported as a slab-on-grade provided any undesirable
materials encountered during removal of the building and foundations are removed and
replaced with controlled structural fill.
It is also recommended that the floor slab bearing soils be covered by a lapped
polyethylene sheeting in order to minimize the potential for floor dampness which can
affect the performance of glued tile and/or carpet flooring. If used, this membrane should
consist of a minimum six (6) mil single layer of non-corroding, non-deteriorating sheeting
material placed to minimize seams and to cover all of the soil below the building floor. This
membrane should be cut in a cross shape for pipes or other penetrations; the membrane
should extend to within one-half inch of all pipes or other penetrations. All seams of the
membrane should be lapped at least 12 inches. Punctures or tears in the membrane
should be repaired with the same or compatible material.
Pavement Construction Considerations
In general, following the completion of the recommended clearing and grading operations,
the compacted fill or natural shallow sandy soils should be acceptable for construction and
support of a flexible (Iimerock, crushed concrete, or shell base) or semi-flexible (soil
cement base) type pavement section. Any fill utilized to elevate the cleared pavement
areas to subgrade elevation should consist of reasonably clean (maximum 12% passing
#200 sieve sizes) fine sands uniformly compacted to a minimum density of 98% of the
modified Proctor maximum dry density.
The choice of pavement base type will depend on final pavement grades. If a minimum
separation of 18 inches between the bottom of the base and the seasonal high
groundwater level is obtained, then a limerock, shell, or crushed concrete base can be
utilized. A soil cement base should be utilized if the separation between final grade
and the seasonal high groundwater is a minimum of 12 inches. However, the
pavement bases should not be placed within 12 inches of the seasonal high
groundwater level unless an under-drain system is provided to maintain minimum
grade separation. Roadway base materials are not to be designed to exist in the
saturated form. Limerock and shell base material should meet Florida Department of
Transportation (FOOT) requirements including compaction to a minimum density of 98% of
the modified Proctor maximum dry density and a minimum Limerock Bearing Ratio (LBR)
of 100%. Crushed concrete should have an LBR value of 100% and be graded in
accordance with FOOT Standard Specification Section 204. Due to the expected subgrade
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 8 of 13
soil conditions, we recommend Type B stabilized subgrade (LBR = 40%) as specified by
the FOOT Standard Specifications for Road and Bridge Construction.
A soil cement base should be designed according to FOOT or PCA modified short cut
design procedures. A strength of 300 psi should be achieved on laboratory cured
compressive strength specimens molded from samples taken from the base material as it
is placed. A stabilized subgrade need not be incorporated with a soil cement base.
As a guideline for pavement design, we recommend that the base course be a minimum of
8 inches thick in heavily traveled drives. The subgrade should be compacted to a minimum
depth of 12 inches to a minimum density of 98% of the modified Proctor maximum dry
density, and should be firm and true to line and grade prior to paving. Traffic should not be
allowed on the subgrade as the base is placed to avoid rutting. Before paving, the base
should be checked for soundness.
The asphaltic concrete structural course should consist of at least one and one-half (1-JS)
inches of Type S asphaltic concrete material. The asphaltic concrete should meet
standard FOOT material requirements and placement procedures as outlined in the current
FOOT Standard Specifications for Road and Bridge Construction. The asphaltic concrete
should be compacted to a minimum of 96% of the Marshall maximum laboratory unit
weight.
As an alternate to the above referenced flexible pavement design, a rigid (concrete)
pavement design could be used. The concrete should have a minimum compressive
strength of 4,000 psi at 28 days when tested in accordance with ASTM C-39. Based on
our experience, a minimal thickness of five (5) inches should be utilized for standard duty
applications and a minimal thickness of six (6) inches should be utilized for heavy-duty
applications. The project civil engineer should design the steel reinforcement within the
concrete pavement. The subgrade should be prepared to achieve a minimum LBR of 20%
as mixed and pulverized to a depth of 12 inches below the pavement base elevation. The
subgrade soils should be compacted to a minimum density of98% of the modified Proctor
maximum dry density.
Actual pavement section thickness should be provided by the design civil engineer
based on traffic loads, volume, and the owners design life requirements. The above
sections represent minimum thicknesses representative of typical load and
construction practices and as such periodic maintenance should be anticipated. All
pavement materials and construction procedures should conform to the FOOT or
appropriate city or county requirements.
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 9 of 13
On Site Soil Suitability
Based on the results of the boring performed, the soil in Stratum 2 encountered in the
borings may be used as pavement subgrade and general backfill as long as it is free of
debris, clay material and organics.
CONSTRUCTION CONSIDERATIONS
General
It is recommended that a qualified and certified material engineering firm be retained to
provide observation and testing of construction activities involved in the foundation
earthwork, and related activities of this project. Tierra cannot accept any responsibility for
any conditions, which deviate from those, described in this report, if not engaged to provide
construction observation and testing for this project.
Fill Placement and Subgrade Preparation
The following are our recommendations for overall site preparation and mechanical
densification work for the construction of the proposed development based on the
anticipated construction and our boring results. These recommendations should be used
as a guideline for the project general specifications prepared by the design engineer.
The site should be cleared; this primarily includes removing debris and any deleterious
materials encountered, including the previously mentioned organic soils encountered below
the building footprint area. It is recommended that any undesirable material be removed to
the satisfaction of Tierra prior to beginning construction at the site. Any cavities formed
should be replaced with compacted structural fill. As a minimum, it is recommended that
the clearing operations extend at least five (5) feet beyond the development perimeters.
Following the clearing operations, the exposed existing subgrade should be evaluated and
proofrolled as directed by representatives of Tierra to confirm that all unsuitable materials
have been removed. The proofrolling should consist of compaction with a large diameter,
heavy vibratory drum roller. The vibratory drum roller should have a static drum weight on
the order of eight (8) to ten (10) tons and should be capable of exerting a minimum impact
force of 36,000 pounds (DYNAPAC CA-250 or equivalent is expected to provide
acceptable results). The vibratory roller should not be used within 50 feet of any existing
structures. These areas should be compacted using a fully loaded 2 cubic yard capacity
front-end loader or equivalent.
Careful observations should be made during proofrolling to help identify any areas of soft
yielding soils that may require overexcavation and replacement. Prior to any field
operations, we recommend that a survey be performed (including pictures and/or video) of
the existing structures (including utilities) located adjacent to the proposed construction.
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 10 of 13
Documentation should be made of any foundation problems or cracking noted by the
owners and the survey crews. It is also recommended that a follow-up photographic
survey be performed after the construction activities.
The proofrolling equipment should make a minimum of eight (8) overlapping passes over
the structure and pavement areas with the successive passes aligned perpendicular. It is
recommended that within the building area, the natural ground, to a minimum depth of one
(1) foot below stripped grade, be compacted to a dry density of at least 95% of the
modified Proctor maximum dry density.
Following satisfactory completion of the initial compaction, the structure and pavement
areas may be brought up to finished subgrade levels, if needed, using structural fill.
Imported fill should consist offine sand with less than 12% passing the No. 200 sieve, free
of rubble, organics, clay, debris and other unsuitable material. Fill should be tested and
approved prior to acquisition. Approved sand fill should be placed in loose lifts not
exceeding 12 inches in thickness and should be compacted to a minimum density of 95%
of the modified Proctor maximum dry density. Density tests to confirm compaction should
be performed in each fill lift before the next lift is placed.
Prior to beginning compaction, soil moisture contents may need to be controlled in order to
facilitate proper compaction. If additional moisture is necessary to achieve compaction
objectives, then water should be applied in such a way that it will not cause erosion or
removal of the subgrade soils. A moisture content within the percentage range needed to
achieve compaction is recommended prior to compaction of the natural ground and fill.
After compaction and proofrolling, the building foundation excavations can begin. All
foundation excavations should be observed by the geotechnical engineer or a
representative to explore the extent of any loose, soft, or otherwise undesirable materials.
If the foundation excavations appear suitable as load bearing materials, the bottom of the
foundation excavations should be compacted to a minimum density of95% of the modified
Proctor maximum dry density for a minimum depth of one (1) foot below the bottom of the
footing depth, as determined by field density compaction tests.
Backfill soils placed adjacent to footings or walls should be carefully compacted with a light
rubber-tired roller or vibratory plate compactor to avoid damaging the footings or walls.
Approved sand fills to provide foundation embedment constraint should be placed in loose
lifts not exceeding 6 inches and should be compacted to a minimum density of 95% of the
modified Proctor maximum dry density.
If soft pockets are encountered in the footing excavations, the unsuitable materials should
be removed and the proposed footing elevation may be re-established by backfilling after
the undesirable material has been removed. This backfilling may be done with a very lean
concrete or with a well-compacted, suitable fill such as clean sand, gravel, or crushed
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 11 of 13
FOOT No. 57 or FOOT No. 67 stone. Sand backfill should be compacted to a minimum
density of 95% of the modified Proctor maximum dry density.
Immediately prior to reinforcing steel placement, it is suggested that the bearing surfaces of
all footing and floor slab areas be compacted using hand operated mechanical tampers. In
this manner, any localized areas, which have been loosened by excavation operations,
should be adequately recompacted.
A representative from our firm should be retained to provide on-site observation of
earthwork and ground modification activities. Density tests should be performed in the top
one (1) foot of compacted existing ground, each fill lift, and the bottom of foundation
excavations. It is important that Tierra be retained to observe that the subsurface
conditions are as we have discussed herein, and that foundation construction ground
modification and fill placement is in accordance with our recommendations.
Drainage and Groundwater Concerns
The groundwater levels presented in this report are the levels that were measured at the
time of our field activities. Fluctuation should be anticipated. We recommend that the
Contractor determine the actual groundwater levels at the time of the construction to
determine groundwater impact on this construction procedure. Care should be given to
open excavations and site grading to minimize ponding of surface water. If needed,
groundwater can normally be controlled in shallow excavations or rim ditches with a sump
pump. During subgrade soil preparation, any plastic soils below design grade could
become disturbed by construction activities. If this becomes the case, the contractor may
be directed by the owner's representative to remove the disturbed or pumping soils to a
depth of 12 to 18 inches below design grade and backfill the area with structural fill.
Water should not be allowed to collect in the foundation excavation, on the floor slab areas,
or on prepared subgrades of the construction either during or after construction. Undercut
or excavated areas should be sloped toward one corner to facilitate removal of any
collected rainwater, groundwater, or surface runoff. Positive site drainage should be
provided to reduce infiltration of surface water around the perimeter of the building and
beneath the floor slabs. The grades should be sloped away from the building and surface
drainage should be collected and discharged such that water is not permitted to infiltrate
the backfill and floor slab areas of the building.
Structural Fill
All materials to be used for structural fill or backfill should be evaluated and, if necessary,
tested by Tierra, Inc. prior to placement to determine if they are suitable for the intended
use. Suitable fill materials should consist of fine to medium sand with less than 12%
passing the No. 200 sieve, free of rubble, organics, clay, debris and other unsuitable
material.
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 12 of 13
Excavations
In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of
Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction
Standards for Excavations, 29 CFR, Part 1926, Subpart P". This document was issued to
better insure the safety of workmen entering trenches or excavations.
It is mandated by this federal regulation that excavations, whether they be utility trenches,
basement excavations or footing excavations, be constructed in accordance with the new
OSHA guidelines. It is our understanding that these regulations are being strictly enforced
and if they are not closely followed, the owner and the contractor could be liable for
substantial penalties.
The contractor is solely responsible for designing and constructing stable, temporary
excavations and should shore, slope, or bench the sides of the excavations as required to
maintain stability of both the excavation sides and bottom. The contractors "responsible
persons", as defined in 29 CFT Part 1926, should evaluate the soil exposed in the
excavations as part ofthe contractor's safety procedures. In no case should slope height,
slope inclination, or excavation depth, including utility trench excavation depth, exceed
those specified in all local, state, and federal safety regulations.
We are providing this information solely as a service to our client. Tierra does not assume
responsibility for construction site safety or the contractor's or other party's compliance with
local, state, and federal safety or other regulations.
REPORT LIMITATIONS
The Geotechnical Engineer warrants that the findings, recommendations, specifications, or
professional advice contained herein have been made in accordance with generally
accepted professional geotechnical engineering practices in the local area. No other
warranties are implied or expressed.
The scope of the exploration was intended to evaluate shallow soil conditions. The
recommendations submitted are based on the available subsurface information obtained
by Tierra and design details furnished by URS Corporation for the proposed project. If
there are any revisions to the plans for this project or if deviations from the subsurface
conditions noted in this report are encountered during construction, Tierra should be
notified immediately to determine if changes in the foundation recommendations are
required. If Tierra is not retained to perform these functions, Tierra will not be responsible
for the impact of those conditions or the geotechnical recommendations for the project.
After the plans and specifications are more complete, the Geotechnical Engineer should be
retained and provided the opportunity to review the final design plans and specifications to
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Report of Geotechnical Engineering Services
Enterprise Road Development
Proposed Tampa Bay Water Site
Pinellas County, Florida
Tierra Project No. 6511-03-205
Page 13 of 13
check that our engineering recommendations have been properly incorporated into the
design documents. At this time, it may be necessary to submit supplementary
recommendations. This report has been prepared for the exclusive use of URS
Corporation, and its consultant(s) for the specific application to the proposed Tampa Bay
Water development on Enterprise Road in Pinellas County, Florida.
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Results of Field Permeability Testing
Tampa Bay Water
Enterprise Road Development
Pinellas County, Florida
Tierra Project No.: 6511-03-205
PERM-1
PERM-2
PERM-3
PERM-4
PERM-5
2.5
3
2.5
1.5
4.5
29
25
20
31
32
29
25
20
31
32
Sheet 4
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STORMWATER MANAGEMENT REPORT
FOR
TAMPA BAY WATER ADMINISTRATIVE OFFICE
BUILDING
PINEL LAS COUNTY, FLORIDA
Prepared for:
TAMPA BAY WATER
2535 Landmark Drive
Clearwater, FL 33761
Prepared bv:
URS Corporation
7650 West Courtney Campbell Causeway - Suite 700
Tampa, FL 33607
DATE: SEPTEMBER 2003
(JSB)
Note: This stormwater management report is prepared for the Southwest Florida Water
Management District, and the City of Clearwater.
NOV 0 6 LUO]
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STORMW ATER MANAGEMENT REPORT
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FOR
TAMPA BAY WATER ADMINISTRATIVE OFFICE
BUILDING
PINEL LAS COUNTY, FLORIDA
Prepared for:
TAMPA BAY WATER
2535 Landmark Drive
Clearwater, FL 33761
Prepared by:
URS Corporation
7650 West Courtney Campbell Causeway - Suite 700
Tampa, FL 33607
DATE: SEPTEMBER 2003
(JSB)
Note: This stormwater management report is prepared lor the Sonthwes~ter' ,
Management District, and the City of Clearwater. . ~ --
n :J
" SIGNATURE
, .\v ~', .
JOSHUA S. BRADLEY
.REGISTERED PROFESSIONAL
11/'(tf1, ,:
I DATe_
60020
FL REG. NO.
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TABLE OF CONTENTS
Page
1.0 INTRODUCTION ............ ........ ....... ............... ....... .............. ....... ...................... ................................3
2.0 EXISTING CONDITIONS ......... ............ ........... ... ......... .... ...... ............................. ........................... 3
2.1 Existing Conditions Summary. .... ................................. ....... ................ ............................................. 3
2.2 Existing Conditions Hydrologic and Geotechnical Data ..................................................................4
2.3 Existing Conditions Stormwater Analysis ................. ......... ...... ....... .................... ............................. 4
3.0 PROPOSED CONDITIONS............................................................... .............................................5
3 .1 Water Quality Treatment....................................................................... .................. ................... ......6
3.2 Stormwater Attenuation........................................................ ............................................................7
3.3 Floodplain Considerations......................................................................................... ......... ..............8
4.0 OPERATION AND MAINTENANCE GUIDELINES ................................................................... 8
4. 1 Operation......................................................................................................... ........................ .........8
4.2 Maintenance.............................................................................................................................. .......8
TABLES
2.3.1 Existing Conditions Peak Runoff (25-year, 24-hour storm event)
3.1.1 Proposed Conditions Water Quality Treatment
3.2.1 Existing vs. Proposed Conditions
APPENDICES
1 Site Plan
2 SCS Soils Survey Map
3 SCS Soil Survey Description Tables
4 Existing Conditions Drainage Map
5 Existing Conditions, Hydrologic and Hydraulic Input Calculations
6 Existing Conditions, Basin-Node Schematic
7 Existing Conditions, AdICPR Analysis
8 Proposed Conditions, Drainage Map
9 Proposed Conditions, Hydrologic and Hydraulic Input Calculations
10 Proposed Conditions, Basin-Node Schematic
11 Proposed Conditions, AdICPR Analysis
12 FEMA Floodplain Map
13 Geotechnical Report
Page 2
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1.0 INTRODUCTION
The proposed Tampa Bay Water Office Development project site contains approximately 3.80 acres
in total land area and is located immediately northeast of Enterprise Road, west of US 19 and north
of Countryside Boulevard, in Pinellas County, Florida. The project site is located within Section 30,
Township 28, Range 16 in the jurisdictional boundaries of the City of Clearwater.
The proposed improvements consist of utilizing an existing cypress area to serve as the stormwater
management system supporting the development of office buildings (future and currently proposed)
including associated parking.
2.0 EXISTING CONDITIONS
2.1
Existin2 Conditions Summary
Currently on-site, there is an existing stormwater pond with a contiguous ditch on the north side
and a separate existing flow-through ditch on the west side of the project area. The existing on-
site stormwater pond currently receives both on-site and off-site runoff which is conveyed through
the existing contiguous ditch before collecting within the pond. This existing pond has a control
structure which outfalls into the existing ditch system on the east side of Enterprise Drive. The
separate on-site flow-through ditch to the west is a component of the existing Enterprise Road
ditch system. The existing on-site stormwater conveyance system was permitted through D.E.R. in
the early 1980s.
Due to its location, the existing ditch that is contiguous to the existing on-site pond will be
relocated to the north in the proposed condition. Neither the on-site pond itself nor the separate
on-site ditch to the west will be reconfigured, redesigned, or directly impacted. Therefore, their
function should remain consistent from the existing condition to the post-construction condition.
Rainfall directly into the on-site pond/contiguous ditch and separate on-site ditch to the west was
not included or evaluated within the existing conditions stormwater analysis.
In the existing condition, there are three distinct on-site basins that were evaluated. A small
Page 3
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2.3
portion in the northeast comer ofthe site drains off-site to the north. This area was not included or
evaluated within the existing stormwater analysis. Basin EX-IOO is 0.98 acres in size and flows
into an existing ditch which outfalls directly into the existing on-site stormwater pond. Basin EX-
200 is 0.81 acres in size and discharges southwest into the ditch system along the east of
Enterprise Road. Basin EX-DEPR is 0.77 acres in size and holds runoff within an existing cypress
dome before flowing over an earthen weir into the existing on-site stormwater pond.
2.2
Existine Conditions Hvdroloeic and Geotechnical Data
Per the SCS Soils Map of Pinellas County, Florida, the on-site soils evident are astor and myakka.
Historically, these soils do not drain well and they hold seasonal high elevations within 1 foot of the
surface. As explained in section 3.0 (below), these soils have been unnaturally drained for over 20
years due to an existing on-site stormwater pond/ditch system which positively outfalls off-site.
Considering this situation, we evaluated the existing conditions showing the on-site soils characterized
as hydrologic soil group B. Refer to Appendices 2 and 3. Upon site inspection, the project soils
within basins EX-IOO and EX-200 can be characterized as 'Open Space, Good Condition' and basin
EX-DEPR can be characterized as 'Open Space, Poor Condition' in the determination of curve
numbers for the existing conditions. The TR-55 method was utilized to estimate curve numbers based
upon the hydrologic soil groups. Refer to Appendix 5 for the hydrologic and hydraulic input
calculations for the existing conditions.
Existine Conditions Stormwater Analvsis
The on-site area was analyzed utilizing SWFWMD criteria to determine the allowable on-site peak
discharge in the post-development condition. The computerized stormwater model 'Advanced
Interconnected Channel & Pond Routing' (AdICPR), Version 2.2, was utilized to examine the
hydrologic and hydraulic features of both the existing and proposed conditions. Please refer to
Appendix 7, Existing Conditions AdICPR Analysis, for clarification.
For all existing basins an analysis of a 25-year, 24-hour storm event was completed to determine
allowable discharges, in accordance with SWFWMD criteria. A summary of the peak runoff in the
existing conditions during the 25-year, 24-hour storm event is presented in Table 2.3.1.
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Table 2.3.1
Existing Conditions Peak Runoff (SWFWMD 25-yr storm event)
PEAK DISCHARGE (cfs)
TOTAL RUNOFF INTO POND
TOTAL RUNOFF INTO DITCH
3.48
2.49
* Refer to Appendix 6, Existing Conditions AdICPR Analysis for clarification.
3.0 PROPOSED CONDITIONS
In the existing condition, located within Basin EX-DEPR, there is a low area containing a group of
cypress trees. Although this low cypress area will temporarily hold rain falling directly within it, the
adjacent existing ditch/pond system seems to de-water it. The existing outfall structure within the
existing stormwater pond has a control elevation set at EL=67.90. Upon a field visit in the middle of
this past August (the height of this year's rainfall) the water elevation was holding right at elevation
67.90 with stain lines up 6" above the control elevation (elevation 67.90). With the low contour
elevation in the cypress area at EL=70.00, and no hydrology found within 24" below grade in this
area, it is evident that the existing ditch/pond system pulls the standing water from existing basin EX-
DEPR. As explained in section 2.1 (above), the existing ditch/pond system was permitted through
D.E.R. in the early 1980s.
Since it was determined that this existing low cypress area has been unnaturally dewatered for over
20 years, the decision was made to re-hydrate this area. By improving the surrounding berm, setting
it at a constant elevation, and pre-treating via skimmer (pre-treatment not required by SWFWMD)
before discharging into the cypress area, we propose to utilize this area for proposed stormwater
treatment and attenuation. This proposed stormwater pond will serve the entire office project,
including the future office building (total area = 2.21 acres).
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3.1
In the proposed condition, there is only one proposed basin. Basin PR-lOO is 2.21 acres in size and
encompasses the proposed office buildings (currently proposed and future) and proposed parking.
Basin PR-lOO will be routed through a proposed wet detention pond (as detailed above) before
outfalling into both the existing on-site pond and the existing on-site ditch.
Using the existing control elevation information (as shown above), it was determined that the seasonal
high water elevation within the proposed stormwater pond should be set at EL=67.90.
The tailwater information for the existing ditch system and the existing stormwater pond was input
as a time/stage node. As stated above, a field visit was performed in August 2003 (the height of this
year's rainfall). Approximately 1 foot of water was witnessed inside the existing on-site ditch (bottom
elevation = 66.00~) with no apparent stain lines or biological indicators within 18" of the water
elevation. Conservatively, the initial stage at time 0 was set at elevation 67.9. This is consistent with
the initial stage set for the existing pond. Remaining conservative, we assumed that the ditch would
stage up to a maximum 2 feet and the pond would stage up to a maximum 1 foot above the initial stage
from time 12 hours to time 18 hours before staging back to the initial stage at time 30 hours.
Water Qualitv Treatment
The stormwater treatment volume is based upon a "wet detention" system for the proposed drainage
basin. The treatment volume is determined by computing the volume of runoff from the contributing
drainage basin based upon one inch of runoff, pursuant to SWFWMD requirements. The water
quality treatment volume was calculated between the normal water level (NWL) and design low water
level (DLW). Refer to A.ppendix 9, Proposed Conditions Hydrologic and Hydraulic Input
Calculations.
Table 3.1.1 summarizes the proposed conditions basin area, as well as required and provided water
quality treatment volume.
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Table 3.1.1
Proposed Conditions Water Quality Treatment
PROPOSED BASIN BASIN AREA (Ae) REQUIRED WQT
VOLUME (AF)
PROVIDED WQT
VOLUME (AF)
3.2 Stormwater Attenuation
The on-site stormwater runoff for the proposed improved pond system meets the attenuation criteria
regulated by both SWFWMD and Hillsborough County. As indicated in the existing conditions
analysis (Section 2.3), the maximum post-development peak discharge exiting the site (25-year, 24-
hour storm event) must be no greater than the peak discharge in the existing condition (25-year, 24-
hour storm event). Refer to Appendices 9 and 10 for the proposed conditions hydrologic and
hydraulic calculations and basin-node schematic.
Table 3.2.1 presents the existing versus proposed conditions peak discharges for the proposed basin.
Table 3.2.1
Existing vs. Proposed Conditions
BASIN #
EXISTING CONDITION
PEAK DISCHARGE (cfs)-
25 YRl24 HR STORM
EVENT
PROPOSED CONDITION
PEAK DISCHARGE (cfs)-
25 YRl24 HR STORM
EVENT
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4.2
The peak discharges for the post-development condition was less than the allowable discharge. Refer
to Appendix .11, Proposed Conditions AdICPR Analysis for clarification.
3.3
Floodplain Considerations
In existing conditions, the proposed site area has been found to be in Flood Zone X; refer to
Appendix 12. As a result, no floodplain impacts or compensation would be required for the
proposed improvements.
4.0 OPERATION AND MAINTENANCE GUIDELINES
Tampa Bay Water will own and maintain the entire proposed stormwater system. The adjacent
property owner to the east holds a drainage easement over the existing on-site stormwater system. In
addition to the proposed stormwater system, Tampa Bay Water will own and maintain the existing on-
site stormwater system.
4.1
Operation
The project's stormwater management system is a gravity operated system and requires no operator
action.
Maintenance
1. Inlet grates: Inlet grates will be checked periodically for damage or blockage. Any damaged
grates will be replaced or repaired. Any debris blocking full flow through the grate will be
removed.
2. Pipes and Inlets: Pipes and inlets will be inspected periodically for damage or blockage. Any
damaged pipes or inlets will be repaired or replaced. Any trash, debris, or sand deposits will
be removed.
3. Stormwater Pond: All side slopes and maintenance berms will be periodically mowed and
cleaned. During the mowing operation, the pond will be inspected for bare spots, damage,
and erosion. Any bare spots greater than one square foot in area will be seeded or sodded to
Page 8
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replace the grass cover. In case of erosion or damage where underlying soil is missing, the
missing soil shall be replaced and the area brought to grade, with seeding or sodding as
required. In addition, cattails, bulrushes, and other vegetation will be cut back from inlet
and/or outfall structures. All inflow and outflow structures shall be maintained by the
procedures outlined for pipes, inlets, and grates except outflow control structures shall be
inspected for blockage after any rainfall event that produces significant runoff.
Page 9
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APPENDIX 1
SITE PLAN
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TAMPA BAY WATER
2535 LANDMARK DRIVE
CLEARWATER, FLORIDA 33761
SITE PLAN
ORWN: CAB
DOON' JSB
CHKO: PK
APVO. DWS
CATE: 08119103
Joe':12003801.00001
NO.
BY
DATE
REVISIONS
DESCRIPTION
c-:>
.
c::>
c..n
URS URSCorporation Southern
7650 W. Courtney Campbell Cswy.
Tampa, Florida 33607 (813) 286-1711
Engineering Business No. 00000002
TAMPA BAY WATER ADMINISTRATIVE OFFICE BUILDING
FOR
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APPENDIX 2
SCS SOILS SURVEY MAP
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I APPENDIX 3
I SCS SOIL SURVEY DESCRIPTION TABLES
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APPENDIX 4
EXISTING CONDITIONS
DRAINAGE MAP
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APPENDIX 5
EXISTING CONDITIONS,
HYDROLOGIC AND HYDRAULIC
INPUT CALCULATIONS
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JOB NAME:
SUBJECT:
DATE:
BY:
Tampa Bay Water Office Development
Existing Conditions Stormwater Calculations
8/29/2003
JSB/KMW
BASIN: EX-I00
ITOTAL AREA (AC):
0.98
POND AREA (AC) =
*EXIST. PAVEMENT AREA (AC) =
OPEN SPACE - GOOD CONDo (SOIL TYPE 'B') =
0.00
0.10
0.88
CN=
CN=
CN=
100
98
61
WEIGHTED CN = 64.8
TIME OF CONCENTRATION =
10 min - Conservative Assumption
* Can only utilize half of the existing pavement - City of Clearwater requirement.
BASIN: EX-200
ITOTAL AREA (AC):
0.81
OPEN SPACE - GOOD CONDo (SOIL TYPE 'B') =
0.81
CN=
61
TIME OF CONCENTRATION ==
10 min - Conservative Assumption
BASIN: EX-DEPR TTOTAL AREA (AC): 0.77
OPEN SPACE - POOR CONDo (SOIL TYPE 'B') =
0.77
CN=
79
TIME OF CONCENTRATION =
10 min - Conservative Assumption
EX-DITCH will be kept in its existing condition.
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APPENDIX 6
EXISTING CONDITIONS,
BASIN-NODE SCHEMATIC
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TAMPA BAY WATER OFFICE DEVELOPMENT
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EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
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Nodes
A Stage/Area
V Stage/Volume
T Time/Stage
M Manhole
I ;,:C - POND
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Basins
o Overland Flow
U SCS Unit Hydro
S Santa Barbara
/f'-.
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Links
P Pipe
W Weir
C Channel
D Drop Structure
B Bridge
R Rating Curve
H Breach
W:EARTHEN WEIR
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/"-..
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--
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A:DEPRESSION
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U:EX-DEPR
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Interconnected Channel and Pond Routing Model (ICPR) <Q2002 Streamline Technologies, Inc.
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APPENDIX 7
EXISTING CONDITIONS,
AdICPR ANALYSIS
I
...... <4i:'J>-3
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.... '00'tl
n i::l~
0 0
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Z (1) ~~::<l
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=::l 0<:t<:1
0- w~
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?::i en >= 00
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s:: . t<:1
g, . Z
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en
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S' ('t
0 llJ 3:
(tl 0"1 HlLQ llJ
..., -..I ('t(1)X
(tl
n
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-..I llJ
0' w 00 Ii
('t::l
(JQ 0 PJ 1-"
G' 0 HlLQ ::l
~CIl 0 ('t(1)LQ
I S' 3:
llJ
0 I X
N
000
..... ('t(1)
0 llJl--'
0 HlLQ ('t
0 ('t(1)llJ
il 3:
llJ
X
.....
0"1 ~oo
-..I HlIi>=
I 00 ('t(1)1i
\D NllJHI
3:
I>>
HX
..... ,::l
N HI >-3
I po I--' 1-'-
0 Ii 0 :3
00 rn :€ (1)
H
I w ::l
HI
~ 111--'3:
~ HlOllJ
0 rn :€ X
3:
OllJ
I >= X
..... ('t
00 HI >-3
po I--' 1-"
0"1 Ii 0 :3
~ rn :€ (1)
I 0
>=
0 ('t
HI
..... 01--'3:
N HlOllJ
~ rn :€ X
I ""0
'"
(JQ
(tl
0
....,
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
Basin Name: EX-100
Group Name: BASE
Simulation: EX 25-YR, 24-HR
Node Name: 10
Basin Type: SCS Unit Hydrograph
Unit Hydrograph: Uh256
Peaking Fator: 256.0
Spec Time Ine (min): 1.33
Comp Time Ine (min): 1.33
Rainfall File: Flmod
Rainfall Amount (in): 9.200
Storm Duration (hrs): 24.00
Status: Onsite
Time of Cone (min): 10.00
Time Shift (hrs): 0.00
Area (ae): 0.980
Vol of Unit Hyd (in): 1.000
Curve Number: 64.800
DCIA (%): 0.000
Time Max (hrs): 12.04
Flow Max (efs): 3.357
Runoff Volume (in): 4.858
Runoff Volume (ft3): 17282.607
Basin Name: EX-200
Group Name: BASE
Simulation: EX 25-YR, 24-HR
Node Name: 20
Basin Type: SCS unit Hydrograph
Unit Hydrograph: Uh256
Peaking Fator: 256.0
Spec Time Ine (min): 1.33
Comp Time Ine (min): 1.33
Rainfall File: Flmod
Rainfall Amount (in): 9.200
Storm Duration (hrs): 24.00
Status: Onsite
Time of Cone (min): 10.00
Time Shift (hrs): 0.00
Area (ae): 0.810
Vol of Unit Hyd (in): 1.000
Curve Number: 61.000
DCIA (%): 0.000
Time Max (hrs): 12.04
Flow Max (efs): 2.486
Runoff Volume (in): 4.382
Runoff Volume (ft3): 12884.096
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 1 of2
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
---------------------------------------------------
Basin Name: EX-DEPR
Group Name: BASE
Simulation: EX 25-YR, 24-HR
Node Name: DEPRESSION
Basin Type: SCS Unit Hydrograph
Unit Hydrograph: Uh256
Peaking Fator: 256.0
Spec Time Inc (min): 1.33
Comp Time Inc (min): 1.33
Rainfall File: Flmod
Rainfall Amount (in): 9.200
Storm Duration (hrs): 24.00
Status: Onsite
Time of Cone (min): 10.00
Time Shift (hrs): 0.00
Area (ac): 0.770
Vol of Unit Hyd (in): 1.000
Curve Number: 79.000
DCIA (%): 0.000
Time Max (hrs): 12.04
Flow Max (cfs): 3.555
Runoff Volume (in): 6.632
Runoff Volume (ft3): 18536.374
Interconnected Channel and Pond Routing Model (ICPR) <eJ2002 Streamline Technologies, Inc.
Page 2 of2
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
======================================================================================
==== Basins ==========================================================================
======================================================================================
Name: EX-100
Group: BASE
Node: 10
Type: SCS unit Hydrograph
Status: onsite
Unit Hydrograph: Uh256
Rainfall File: Flmod
Rainfall Amount (in) : 9.200
Area (ac) : 0.980
Curve Number: 64.80
DCIA(%): 0.00
Peaking Factor: 256.0
Storm Duration (hrs) : 24.00
Time of Conc(min): 10.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Name: EX-200
Group: BASE
Node: 20
Type: SCS Unit Hydrograph
Status: Onsite
Unit Hydrograph: Uh256
Rainfall File: Flmod
Rainfall Amount (in) : 9.200
Area (ac) : 0.810
Curve Number: 61.00
DCIA(%): 0.00
Peaking Factor: 256.0
Storm Duration (hrs) : 24.00
Time of Conc(min): 10.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
Name: EX-DEPR
Group: BASE
Node: DEPRESSION
Type: SCS Unit Hydrograph
Status: Onsite
Unit Hydrograph: Uh256
Rainfall File: Flmod
Rainfall Amount (in) : 9.200
Area(ac): 0.770
Curve Number: 79.00
DC IA ( %): O. 00
Peaking Factor: 256.0
Storm Duration (hrs) : 24.00
Time of Conc(min): 10.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
==== Nodes ===========================================================================
Name: DEPRESSION
Group: BASE
Type: Stage/Area
Base Flow(cfs): 0.000
Init Stage(ft): 67.900
Warn Stage (ft) : 73.000
Stage (ft)
Area (ac)
70.000
0.0200
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
Page 1 of5
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
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71. 000
72.000
0.1400
0.3700
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Name: EX-POND
Group: BASE
Type: Time/Stage
Base Flow(cfs) :
0.000
Init Stage(ft)
Warn Stage (ft) :
0.000
0.000
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Time (hrs)
Stage(ft)
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0.00
8.00
12.00
18.00
24.00
30.00
67.900
68.400
68.900
68.900
68.400
67.900
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======================================================================================
==== Cross Sections ==================================================================
======================================================================================
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Name: EARTHEN
Encroachment: No
Group: BASE
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Station(ft)
Elevation(ft)
Manning I S N
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0.000
7.000
50.000
73.000
72 .150
72.720
0.010000
0.010000
0.010000
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--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
==== Operating Tables ================================================================
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
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--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
==== Pipes ===========================================================================
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Name: From Node: Length (ft) : 0.00
Group: BASE To Node: Count: 1
Friction Equation: Average C
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span (in) 0.00 0.00 Entrance Loss Coef: 0.00
Rise(in) : 0.00 0.00 Exit Loss Coef: 0.00
Invert (ft) : 0.000 0.000 Bend Loss Coef: 0.00
Manning's N: 0.000000 0.000000 Outlet Ctrl Spec: Use dc or
Top Clip (in) 0.000 0.000 Inlet Ctrl Spec: Use dn
Bot Clip (in) : 0.000 0.000 Stabilizer Option: None
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Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 2 of5
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
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Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
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Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
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======================================================================================
==== Channels ========================================================================
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======================================================================================
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Name:
Group: BASE
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UPSTREAM
Geometry: Trapezoidal
Invert (ft) : 0.000
TClplnitZ(ft): 9999.000
Manning's N: 0.000000
Top Clip(ft): 0.000
Bot Clip(ft): 0.000
Main XSec:
AuxElev1 (ft) :
Aux XSec1:
AuxElev2 (ft) :
Aux XSec2:
Top Width (ft) :
Depth (ft) :
Bot Width(ft): 0.000
LtSdSlp(h/v): 0.00
RtSdSlp(h/v): 0.00
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From Node:
To Node:
Length (ft) : 0.00
Count: 1
DOWNSTREAM
Trapezoidal
0.000
9999.000
0.000000
0.000
0.000
Friction Equation: Average
Solution Algorithm: Automati
Flow: Both
Contraction Coef: 0.000
Expansion Coef: 0.000
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl Spec: Use dc 0
Inlet Ctrl Spec: Use dn
Stabilizer Option: None
0.000
0.00
0.00
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
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==== Drop Strcutures =================================================================
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Name:
Group: BASE
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UPSTREAM
Geometry: Circular
Span(in): 0.00
Rise(in): 0.00
Invert (ft) : 0.000
Manning's N: 0.000000
Top Clip(in): 0.000
Bot Clip (in) : 0.000
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From Node:
To Node:
Length(ft): 0.00
Count: 1
DOWNSTREAM
Circular
0.00
0.00
0.000
0.000000
0.000
0.000
Friction Equation: Average C
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.000
Exit Loss Coef: 0.000
Outlet Ctrl spec: Use dc or
Inlet Ctrl Spec: Use dn
Solution Incs: 10
I
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
Downstream FHWA Inlet Edge Description:
I
Page 3 of5
Interconnected Channel and Pond Routing Model (ICPR) t92002 Streamline Technologies, Inc.
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
II Circular Concrete: Square edge wi headwall
I
======================================================================================
==== Weirs ===========================================================================
I
======================================================================================
I
Name:
Group:
Flow:
Type:
EARTHEN WEIR
BASE
Both
Vertical: Mavis
From Node:
To Node:
Count:
Geometry:
DEPRESSION
EX-POND
1
Irregular
I
XSec:
Invert (ft)
Control Elevation (ft)
Struct Opening Dim(ft)
EARTHEN
72.000
72.000
9999.00
I
TABLE
I
Bottom Clip(ft):
Top Clip (ft) :
Weir Discharge Coef:
Orifice Discharge Coef:
0.000
0.000
3.200
0.600
I
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
==== Bridges
-------------------------------------------------------------------------
-------------------------------------------------------------------------
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
I
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
==== Breaches
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--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
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==== Rating Curves
-------------------------------------------------------------------
-------------------------------------------------------------------
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
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==== Hydrology Simulations
I
Name: **************
Filename: S:\Projects\TB_Water\ICPR\EX 25-YR, 24-HR.R32
Override Defaults: No
I
Time (hrs) Print Inc(min)
30.000
5.00
I
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
==== Routing Simulations
-------------------------------------------------------------
-------------------------------------------------------------
I
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
Page 4 of 5
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TAMPA BAY WATER OFFICE DEVELOPMENT
EXISTING STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
I
======================================================================================
I
Name: ************** Hydrology Sim: **************
Filename: S:\Projects\TB_Water\ICPR\EX 25-YR, 24-HR.I32
I
Execute: Yes
Alternative: No
Restart: No
Patch: No
I
Max Delta Z(ft):
Time Step Optimizer:
Start Time (hrs) :
Min Calc Time (sec) :
Boundary Stages:
0.10
10.000
0.000
0.5000
Delta Z Factor: 0.10000
End Time (hrs) : 30.00
Max Calc Time (sec) : 60.0000
Boundary Flows:
I
Time (hrs)
Print Inc(min)
I
11.000
16.000
30.000
30.000
5.000
30.000
I
Group
Run
BASE
Yes
I
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I
I
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I
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 5 of5
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APPENDIX 8
PROPOSED CONDITIONS,
DRAINAGE MAP
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APPENDIX 9
PROPOSED CONDITIONS,
HYDROLOGIC AND HYDRAULIC
INPUT CALCULATIONS
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JOB NAME:
SUBJECT:
DATE:
BY:
IBASIN :
PR-100
Tampa Bay Water Office Development
Proposed Conditions Stormwater Calculations
8/29/2003
JSB
TOTAL AREA (AC): 2.21
POND AREA (AC) =
P A VEMENTIBLDG{PH I & II) AREA (AC) =
OPEN SPACE - GOOD CONDITION =
WEIGHTED CN = 95.9
0.39
1.52
0.30
CN=
CN=
CN=
TIME OF CONCENTRATION =
10 min - Conservative Assumption
WQTV [FIRST 1 INCH OF RUNOFF] (AC-FT) = 0.18
IpOND: 100
DESC.
BOT
TOB
DLW= 71.56
ELEV.
70
71
72
73.5
AREA
(AC)
0.02
0.10
0.34
0.39
100
98
80
VOLUME
(AC-FT)
o
0.06
0.28
0.65
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APPENDIX 10
PROPOSED CONDITIONS,
BASIN-NODE SCHEMATIC
I
TAMPA BAY WATER OFFICE DEVELOPMENT
II PROPOSED STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
II
I
Nodes
A Stage/Area
V Stage/Volume
T Time/Stage
M Manhole
II
Basins
o Overland Flow
U SCS Uni t Hydro
S Santa Barbara
I
I
Links
P Pipe
W Weir
C Channel
D Drop Structure
B Bridge
R Rating Curve
H Breach
I
II
II
I
II
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I,
T: EX-POND
/ 1"'-
W: WEIRl
/ '"
._--_._----------~---~-
T:EX-DITCH / W: WEIR2 / A: PR-1O
'" "
U: PR-1OO
Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc.
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APPENDIX 11
PROPOSED CONDITIONS
ADICPR ANALYSIS
I
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I
TAMPA BAY WATER OFFICE DEVELOPMENT
PROPOSED STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
Basin Name: PR-100
Group Name: BASE
Simulation: PR-100yr, 24hr
Node Name: PR-10
Basin Type: SCS Unit Hydrograph
Unit Hydrograph: Uh256
Peaking Fator: 256.0
Spec Time Ine (min): 1.33
Comp Time Ine (min): 1.33
Rainfall File: Flmod
Rainfall Amount (in): 12.100
Storm Duration (hrs): 24.00
Status: Onsite
Time of Cone (min): 10.00
Time Shift (hrs): 0.00
Area (ae): 2.210
Vol of Unit Hyd (in): 1.000
Curve Number: 95.900
DCIA (%): 0.000
Time Max (hrs): 12.04
Flow Max (efs): 15.988
Runoff Volume (in): 11.598
Runoff Volume (ft3): 93040.617
Basin Name: PR-100
Group Name: BASE
Simulation: PR-25yr, 24hr
Node Name: PR-10
Basin Type: SCS Unit Hydrograph
Unit Hydrograph: Uh256
Peaking Fator: 256.0
Spec Time Ine (min): 1.33
Comp Time Ine (min): 1.33
Rainfall File: Flmod
Rainfall Amount (in): 9.200
Storm Duration (hrs): 24.00
Status: Onsite
Time of Cone (min): 10.00
Time Shift (hrs): 0.00
Area (ae): 2.210
Vol of Unit Hyd (in): 1.000
Curve Number: 95.900
DCIA (%): 0.000
Time Max (hrs): 12.04
Flow Max (efs): 12.116
Runoff Volume (in): 8.703
Runoff Volume (ft3): 69819.583
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page I of 1
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I
TAMPA BAY WATER OFFICE DEVELOPMENT
PROPOSED STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
I
==== Basins ==========================================================================
I
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
Name: PR-100
Group: BASE
Node: PR-10
Type: SCS Unit Hydrograph
Status: Onsite
I
Unit Hydrograph: Uh256
Rainfall File: Flmod
Rainfall Amount (in) : 9.200
Area (ac) : 2.210
Curve Number: 95.90
DCIA(%): 0.00
Peaking Factor: 256.0
Storm Duration (hrs) : 24.00
Time of Conc(min): 10.00
Time Shift (hrs) : 0.00
Max Allowable Q(cfs): 999999.000
I
I
I
==== Nodes ===========================================================================
I
Name: EX-DITCH
Group: BASE
Type: Time/Stage
Base'Flow(cfs): 0.000
Init Stage (ft) : 0.000
Warn Stage (ft) : 0.000
I
Time (hrs)
Stage(ft)
I
0.00
8.00
12.00
18.00
24.00
30.00
67.900
68.900
69.900
69.900
68.900
67.900
I
I
Name: EX-POND
Group: BASE
Type: Time/Stage
Base Flow(cfs): 0.000
Init Stage (ft) : 0.000
Warn Stage (ft) : 0.000
I
Time (hrs)
Stage (ft)
I
0.00
8.00
12.00
18.00
24.00
30.00
67.900
68.400
68.900
68.900
68.400
67.900
I
I
Name: PR-10
Group: BASE
Type: Stage/Area
Base Flow(cfs): 0.000
Init Stage (ft) : 67.900
Warn Stage (ft) : 74.000
I
Interconnected Channel and Pond Routing Model (ICPR) ([;)2002 Streamline Technologies, Inc.
Page 1 of 5
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I
TAMPA BAY WATER OFFICE DEVELOPMENT
PROPOSED STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
I
I
Stage(ft)
Area (ac)
I
70.000
71.000
72.000
73.500
0.0200
0.1000
0.3400
0.3900
======================================================================================
I
==== Cross Sections ==================================================================
I
======================================================================================
==== Operating Tables ================================================================
======================================================================================
I
======================================================================================
==== Pipes ===========================================================================
I
======================================================================================
======================================================================================
I
==== Channels ========================================================================
======================================================================================
I
======================================================================================
==== Drop Strcutures =================================================================
======================================================================================
I
======================================================================================
==== Weirs ===========================================================================
I
======================================================================================
I
Name: WEIRl
Group: BASE
Flow: Both
Type: -Vertical: Mavis
From Node:
To Node:
Count:
Geometry:
PR-10
EX-POND
1
Rectangular
I
Span (in)
Rise (in)
Invert (ft)
Control Elevation (ft)
7.75
999.00
71. 600
71.600
TABLE
I
Bottom Clip (in) :
Top Clip (in) :
Weir Discharge Coef:
Orifice Discharge Coef:
0.000
0.000
3.200
0.600
I
I
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 2 of 5
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I
TAMPA BAY WATER OFFICE DEVELOPMENT
PROPOSED STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
I
I
Name:
Group:
Flow:
Type:
WEIR2
BASE
Both
Vertical:
Mavis
From Node:
To Node:
Count:
Geometry:
PR-10
EX-DITCH
1
Rectangular
I
Span (in)
Rise(in)
Invert (ft)
Control Elevation (ft)
5.50
999.00
71.600
71.600
I
TABLE
I
Bottom Clip(in):
Top Clip (in) :
Weir Discharge Coef:
Orifice Discharge Coef:
0.000
0.000
3.200
0.600
II
==== Bridges =========================================================================
======================================================================================
I
======================================================================================
==== Breaches ========================================================================
======================================================================================
I
======================================================================================
I
==== Rating Curves ===================================================================
======================================================================================
I
======================================================================================
==== Hydrology Simulations
-----------------------------------------------------------
-----------------------------------------------------------
======================================================================================
I
Name:
Filename:
PR-100yr, 24hr
S:\Projects\TB_Water\ICPR\PR-100yr,
24hr. R32
I
Override Defaults:
Storm Duration (hrs) :
Rainfall File:
Rainfall Amount (in) :
Yes
24.00
Flmod
12.10
I
Time (hrs) Print Inc(min)
30.000 5.00
I
--------------------------------------------------------------------------------------
Name:
Filename:
PR-25yr, 24hr
S:\Projects\TB_Water\ICPR\PR-2Syr,
24hr.R32
I
Override Defaults: No
Time (hrs)
Print Inc(min)
I
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 3 of5
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TAMPA BAY WATER OFFICE DEVELOPMENT
PROPOSED STORMWATER EVALUATION
JSB/KMW (SEPTEMBER 2003)
I
30.000 5.00
I
==== Routing Simulations =============================================================
--------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------
I
Name: PR-100yr, 24hr Hydrology Sim: PR-100yr, 24hr
Filename: S:\Projects\TB_Water\ICPR\PR-100yr, 24hr.I32
I
Execute: Yes
Alternative: No
Restart: No
Patch: No
I
Max Delta Z(ft):
Time Step Optimizer:
Start Time (hrs) :
Min Calc Time(sec) :
Boundary Stages:
0.10
10.000
0.000
0.5000
Delta Z Factor: 0.10000
End Time (hrs) : 30.00
Max Calc Time (sec) : 60.0000
Boundary Flows:
I
Time (hrs)
Print Inc(min)
I
11.000
16.000
30.000
30.000
5.000
30.000
I
Group
Run
BASE
Yes
I
I
Name: PR-25yr, 24hr Hydrology Sim: PR-25yr, 24hr
Filename: S:\Projects\TB_Water\ICPR\PR-25yr, 24hr.I32
Execute: Yes
Alternative: No
Restart: No
Patch: No
I
Max Delta Z(ft): 0.10
Time Step Optimizer: 10.000
Start Time (hrs) : 0.000
Min Calc Time (sec) : 0.5000
Boundary Stages:
Delta Z Factor: 0.10000
I
End Time (hrs) : 30.00
Max Calc Time (sec) : 60.0000
Boundary Flows:
I
Time (hrs)
Print Inc(min)
I
11.000
16.000
30.000
30.000
5.000
30.000
I
Group
Run
BASE
Yes
I
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 4 of5
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APPENDIX 12
FEMA FLOODPLAIN MAP
==
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..... ~ ~ c:z: UJ :2: zw .g., 1; E Cl.l
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I
APPENDIX 13
GEOTECHNICAL REPORT
0'1-21-03 11:53
From-CUSHMAN WAKEFIELD 813-221-9166 T-144 P.03/14 F-518
Central Florida Testi~g laboratories, Inc.
:J~t1n9 fj::)E.fJ~.lopmLnf. and d?e~ruJ;,
12m -40TH 8TREEr NORTH. CLEARWATER. FL ~.37C1Z
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TAMPA BAY AReA [72'7) 512-8791
FLORIDA (BOO) 248.cFT~
FAX (727) 218-0023
July 15~ 1999
RECEIVED
Mr. Mark Jonnatti
Spencer & JonuatU, Arcbitects
1661 Bast Bay Drive.
Largo~ FL 33771
JUL. 16 1999
SPENCE:R & JONNArn
ARCHITECTS. INC,
Re; Geotechnical Investigation of Plaza n Building Project,
located at Enterpriso Road and Countryside Blvd., Clearwater, Fla.
Our Lab No. 12S961
Dear Mr .Jonnclttis
As authorized and in accordance with oUr proposal No. 9906-030, our office has
conducted a subsurface soils investigation on the above referenced property. This
investigation consisted of five standar4.penetration test (SPT) bor~ drilloo at
the approximate locatioDB shown on the site schematic provided our office. We
have also included an area map showing the site location. with respect to the
surrounding geographical area.
The purpose of the borings is to provide general engineering properties of the.
soils and to allow us to make recamm~datioDs as to fotJ,lldation types .and their
compatibility with the existing soils for your proposed new three story office
building.
Test Methods
.
The borings were done using samplfug' intervals in excess of those required by
ASTM Specifications, D-1586, describing the Standard Penetration Test or ~ I ,
"split-spoc;>o" method of sampling. Four samples were taken in the upper ten feet
to provide greater defInition within this zone.
The penetration resistance testing and .s;unple taking was accomplisbed with the
use of a 2" D.D. sampler seated six inches into tbe bottom of the bore hole III1d
advanced an additional one foot under ~he effort of a 140 pound hammer fallfng
freely thirty inches. The number. of blows required of the hammer to advance the
sampler one foot into ttndisturbed material was noted as the blow count (N) of
that particular stratum.
Portions of ~h Boil sample so taken~ were classified, sealed. in moisture-proof
containers and returned to our laboratori.es tor verification offield classiiicatiun.
z.a1
oeee i3~~3SH' dH ~HSZ:lt eooa IZ Inr
ot-Zl-03 11:53
I
From-CUSHMAN WAKEFIELD
813-ZZl-9166
T-144 P.04/14 F-518
I
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g.d
Spencer & lonnatti - Plaza Two Project, Clearwllter, Fla.
July 15, 1999
page 2
The borings were advanced using ~. rotary drill rig, utilizing a recirculating
bentonite drill fluid to maintain the bore hole in noncohesive soils and to remove
cutting5 oreated by the drill bit Upon completi.on the bore holes were sealed ill.
accordance with SWFWMD regulations.
BOridg Resulb
The soil profile identified by all five. of the borings is generally similar with
rcgMd to deep IiOit characteristics but: does differ in near surface soil properties.
Borings B-1, B-3 and B..5 define sandy'soils that exhibit medium dense to dense
penetration t1:sistances to depths ot at least 20 feet and are foUowed by &lightly
looser Sa.nWI and then soft to very bani' ~lays that. COJJ1pose the confining layt;!' of
impervious soils that underlie the site. Clays began at depths of app,roxirnatel y 30
feet below the suTface in all borings. Botings B-2 and B-4 differed in that both.
. borings encountered a loose zone of ~andy soils in the 3 to 5 foot depth range.
Soils below this depth again mirrored' ~e other 3 borings and reflected medium.
dense to dcnse~ noncoheisve sandy soils. to approxima.tely 30 feet.
The groundwater table at test location5-. was meMun:d between 5 and 6 feet bt:low
surface at the time of testing.
RecommeD~tions
'The soil profile defined by these boring~-is acceptable for supporting the proposed
3 story office building utilizing shallow spread footer foundatioDS designeel for
allowable soil pressures of 2,500 pounds per square foot after densification by
proof-rolling of near surface loose SO~. Densification procedures should be
performed after stripping of surface ve~etation and topsoils and comply with the
following g(meral specification.c
The building pad area plus a. ten fo~t pe:rm.1.eter buffer strip be proof.rolle:d
to increase the density of loose, near surface sandy floils. Proof~rolliIlg
should include a minimum of five passes in each of two perpendicular
directions by a drum type vibratory compactor capable of exerting' at least
35.000 ft.-lbs. of dynamic force to the soils. While we did - not find allY
unsuitable Boils within the depth and at the loo~tion of our S borings, we do
recommend that after completion of ptoof-roll~ and prior to placement of
any fill soils, if need~ the site shOuld be inspected by the geotechnical
engineer 10 locate any soft or yielding areas identified .by the .proof-rolling.
Thes~ arcu ~ouId be removed by-' exca.vation and replaced with clean,.'
noncohesive sandy soils similar to those found on site by our borings.
Both over excavated areas, if qesigI;lated, and any-fill ploced within the pad
area should c;onform to the following general fill ~eci:fication:
...
,'~
Central Florida Testing Laboratories, Inc.
. 12825-4O'TH STREET NORTH, CU!ARWATat. FL33182
08Ee l3C~3S~1 dH WHS2:tl EDna ta lnr
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07-Z1-03
yOd
11 :54
From-CUSHMAN WAKEFIELD
813-Z21-9166
T-144 P.05/14 F-518
Spencer &, J onnatti - Plaza Two Project, ClearWater, Fla.
Iuly 1S,. 1999
page J
. .
All fill placed within the buildjng pad and perimeter buffer area, should
consist of ~1ean. noncohesive sandy soils. Fill should be placed in lifts nCll
exceeding one foot in depth and compacted to ~ minimum density of at lea:!:t
ninety-five percent (95%) of tl1e soils maximum dry density as establi5hed
by the Modified Proctor Test, ASTM 0-1557, Each: lift should achieve
satisfactory density results prior to placement and compaction of subsequent
lifts to elimina.te the possibility; 'of dense soil bridging over loose
in5Ufficiently compacted soils, Natural ground should achieve these same
conlpaction results for a depth of 12 inches or I foot below bottom ()f
proposed foundations, whicheve:r is greater.
Generally, to meet this requirement cOmpaction equipment such as self prop(~l1ed
drum roltera capable of exerting 10 tons or more to the soil "will. be needed.
Sm.all sled type compactors cannot provit1e adequate coropactive effort. The
determination of either static rolling or vibratory rolling can be made in the fi~ld
and depends OD fin~s and moisture conUlIlt of the fill 5oils.
Upon WCce85ful completion of this. densifica~"n process an allowable soil
pressure of 2,500 pounds per square fQQt may be used for design purposes. These
recommendations apply to fill soils placed prior to foundation constrUction as well
as those placed in&ide ste.rnwallfj. Due.to the uoncohesive nature of the 81Uldy
soils, we recommend that foundationS "be constructed with their tops at least 12
inches below finished grade.
Our office is ava.ilabl~ to provide any comtruction testing ~ces needed to show
compliance with these recommendatiqns or with your forthcomi118 Construl~tion
Specifications dealitig with soils, concrete or asphalt paving.
).
....
~ .1
.. .
Limitations '
This investigation and report deals orily with the soil zones and strata loc;ated
within the area ;represented from the ground surface to the termination depth of
the boring.
I,;
It is not intended to predict or accept'responsibility for sinkhole develQpment.
Other means of subsurface investigatio118 includi~ but not limited to) deep
structural borings, rock coring, geophysieiSl 6tudies, ground penetrating radar or
rcsi~ti vity surveys Me used for sinkhole potential determinations and are o'ut of
the scope of this investigation.
Generally aCCyPted soil mechanics and foundation engineering practices were
utilized in the preparation of this report; and no other w8ITanty, either exprl:ssed
or implied is made a.s to the reoonuncndauoQ6 provided.
I,.
. II
Central ~Qrida Testing Laboratories, Inc.
. '~62S. 40TH S~ NoIlTH, C~tM"rEIl. FL33102
o~ee L3~~3S~' dH ~~S2~~1 EOOZ 12 l"r
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07-21-03
S.d
11 :54
From-CUSHMAN WAKEFIELD
813-ZZl-9166
T-144 P,06/14 F-518
Spencer & Jonnatti - Plaza Two Projec~ Clearwater1 Fla.
July 15t 1999
j'
page 4!' '
",
This rq)Ort i. for ~ l:]l;clusi-vc use of our client and may not contain sufficient
information for other USCSJ such as: quantity ta'ke-offs, or for interpretation by
othet partie$ for bidcti.l1g purposes. In the event conclusions omd/or
recommendations based on our data are made: by others, such conclusions and/or
recQmmendations are not our resppnsibility unless we have been giv~n an
opportunity to revi.ew and concur with them.
If borings were not staked by a regis~ered land surveyor but were located by our
drill crews, the following method was used:
Distances are generally: measured using a 200 foot tape measure with right angle
approximation used to turn corners. Scaling from prinU: or surveys with reference
points shown on the plan or geographical references will produce a deg~e of
accuracy that is typically :t. 5% for l~gth and :t 10 degrees for an&les.
Soil strata delineations are estima:t~d in the field by color cbangesy lexture
differcmCCB and pmctration ~e valuC$. These may be mo:re gradual
transitions than those shown on the boring log representations of strata
delineations.
",
The ground water depth dct~qn shown on the left side of the ,boring log
was measured in the bore hole at the time of drilling, unless noted otherwise. This
depth does not reflect seasonal high water levels and would fluctuate as expected
with variations in. rainfall or other .factors not present at the time of our soils
investigation.
The boring data represents only that'data obtained during !big investigation at the
approximate locations shown on the site schematic or plan.
Should significant variations of soil or subsurface 'conditions exist between boring
locations and be encountered by future exploratory work or site prepara.tion
efforts~ our office should be notified 80 that 5upplementul borings~ Of data
gathering detexminations can be llUlCie to update our report and recommendations
at a minimal expense to our client.
",
,h..
....1\1.
"
It is the reaponsibility of our client to iufonn our office of these variations if
possible modifications of the report i& ~arranted.
This report is gen~ra1 in nature. unless. apecific geotechnical data or
recommendations were asked lobe addressed. However, we would be pleased to
answer any questions concerning comments or recoIr1lnendatioDs made in this
report.
I
.Central Florida Testing Laboratories, Inc.
12625 - 40TH ~rrr NORTH, CLeAAWATIOR, FL 33752
oeEE i3r~3S~, d~ W8S2:tl sooa 12 rn~
07~21-03 11 :54
From-CUSHMAN WAKEFIELD
813-221-9166
T-144 P.07/14 F-518
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Spencer & Jonnattl - Plaza Two Project, CIe~ater, FIa.
July 15, 1999
page 5 ,
"
We appreciate the opportunity to have, been of servico. If any further ev-.luatioIl of
the site or testing services are needed, either prior to or dming construction, please
do not hesitate to contact our office. . .
"
Sincerely,
G LAB ORATORIES; INC.
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. . 126~ -40tH S'1'RiET NomH. Cl.EAAWAl'tI\, FL 33762 " :
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07-21-03 11 :55
From-CUSHMAN WAKEFIELD
BI3-221-9166
1-144 P.OB/14 F-51B
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I 07-21-03 11 :55 From-CUSHMAN WAKEFIELD 813-221-9166 T-144 P.09/14 F-518
I Boring Locations
Plaza Two
Clearwater, Florida
I lab No. :125961
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07:'21-03 11:56
From-CUSHMAN WAKEFIELD
813-221-9166
T-144 P.l0/14 F-518
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Oient: Spencer and Jonatti Architects, Inc.
Project: Plaza Two
Location: Enterpri~ Road &, Countryside Blvd.
Clearwater, Flonda' 'lAg of.Borebole: B-1 '.
Report No: 125961 Date Drilled: 7-2-99
.! I!
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Stmldard p~ TBfIt !AI
~ Anlb
~ 1,0 ~ ~ ~c 5p ~ ~o ~ .~ 190
GlaUf\d Surf8ce
o :.:.:.:,: Sand
. . . .. dIMtl orav, fine m'llned wfttl JUClIbt / medIUm C1.,.8
.. .. -
.... SIIIJd
5 ::::: \.t..Il ~ fine 1I1'8ined
::::::::: 8.nd
...... -.' nil". 'fInD aminec:l
~ :::::;:::
..... Sand
10 :':':':': lbawn. finearained
Sud
"'t brown. fine araIned
sand
kB.rk reddlah brown fine lIn1lned
. . ~.. ~ .. . .'
~::~:: SMd
:::.:.::: f1nearelnad
.. .. .-
20- ~:.:-: Sand
:::: :h: taht brown. fine araInecI
~ ;;(.':':' Sand
:;k'( : \ffIuIc bruwn fine tll'8lned I
~- .....L. \:SlU'Id / -.... d'
, . ~ lI......tUITI en&e
:~.:: rkbrown IN oralned wlthtr. cia v
. .:.:~. $MId
. :~~: l;trt brt1Nn, ClayeywJth oheIl
3[)- .~-.;
~ Cr.-y .
, .......... ..ndY wfth shell
~
:!5-~ ChJy
~ .tDhl gl8)' wItI'lllrnerCOk tragmmta
~~
-
medium d..".
7-10-10 20
6-1G-15 25
,
ctense
7-14-18 32
\..----
..........v:::I
~""
!,
very dense
~70
very dense
,1..xT-30 57
::::: ::::.
.~-:.:<..
- . . . . .
15- .........
very del\$4l
25-21-35 a'2
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I medium d~ 9-11-10 21
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3-11.1~ ~
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,oft.
3-4--D
4
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3--2-2
4
................
........
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.co-~ Clay
l..ttJIII"'" ~ lmM'n
"----
:-.........
very ~rd
3-4+C5Cl ~
""'e
.
End or 80ring
416- -
Nota: no loss of c11''CulatlCD
Water T4ble: _5.2'
Ekvation: Existin: GnJUn~
Drilled by: 15//0
Compiled by: CG
Shed l,of
Drill Method: Rotary
SampJioa Method; SpJitspoon ASTM D-1586
S.d
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07-21-03
11 :56
From-CUSHMAN WAKEFIELD
813-221-9166
T-144 P.11/14 F-518
.
~~ . I&PII Oient: Spencer and J~nnatti Architects~ Inc.
~ ~to :
~FTL Projed: Plaza Two
Loeation: Enterprise. Road & Countryside Blvd.
Clearwater. Florida. Lox of Borehole: B,,2
~~TilJ11HQ Date Drill~d: 7-2-99
Report No: 125961'
I f, 6Canderd PenetnlUort Test La
j} Js 1 bklwaIft AnlIIl~
1 9 10 :.p ~ 4.CI ~ Ep 7,0 ep sp1qo
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D GrOUI'ld SUIfDce : "
".. . . . SImd
...... . 80ft, 7-A-7 is :,
.. . . . . ,.-lark ara". fine DIlIined with 1'OC)t5 I d'
.... .. I
~ :~:)~: Umerock YCItJ IDoIie 1-1-1 2 (
5- Iba. rIw'liN1al "
.. . . .. . veryloc:leo 1..j}..1 1 ~
.. ..... SIIRd I'
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::::: ::.:: \dark Dray. nne Ql'llned J mlldll.lnl den88 4-7-10 17 ~ .,
- :;:::::: : s."" . .
10- ~~j~~( \derk brown. fine g,u,ed lnIldiwn d,,"U 7-11-13 24 ~
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. SDnd.
'...or ..... f'1rtIJ oralned , . \r -
.. ...... S.nd .
15- .1'..."'.' .. \
...... fI- \ / ~. 15-23--26 48 -;.
,.. ..It..... t.. brown fiM g~IMd
."....- '. /
.. . . . Send
,.. ..
1 , .. .. ..
::::: :::: HarK brawn. ftne GnlIneCI ,/
20- z:- - . ./
.. .,.... a1lshtly !coR 4-3-4 7 1 i #0
::::~: S.ml
~..." brown, fine gnMned with ir. clIy , .
. .,.".t ':-
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25- ;r:.' . .
% ,['
1'.. " Sand medi\n dlill'lH &5.0 .1,0
.. .
- light gray, cta'81 wiIh rnne~ :
. ..
":;/' fragmente / I
"......
. ,. . ,
3Q-~ : ti
80ft 2.1-1 2 ..... r"'.,
~ CIify "- ..
~ Ight green, ..ndywith ehell , r--.... ,,~
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'Vel)' ~~ +12-50 e:z , ..... ~
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40 \L!.~ /
very hard 5tW" fOOT ...
\Umerodc I
Ery:l Gf Bor1ng I I
45-
Notes: no loss of CIrculation Water Table: -5.0'
borehole was plugged and grouted Elevation: Esistbag Gtouilc
" Drilled by: 15/JO
Drill Metbod: Rotary Compiled by: CG
SllJllplinR Method: SPlitsPOOll ASTM D-1S86 Sheet i of
Ol"d
oeee .l.3C'~3s':n dt-t
W~te;lt &002 12 l~~
CUmt: Spencer and l~nnani Architect~ Inc.
Pt'oJect: Plaza Two
Loeation: Enterprise.R.oad &:. Countryside Blvd.
Clearwater. Florida Log of BoreboJca B-3
Report Nos 125961 Date D.illed: 7-2-99
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07-21-03 11 :58
From-CUSHMAN WAKEFIELD
813-221-9186
eF;())
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48
GRlutd ~
o :.:.:.:.: $and
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:i;:: :.:: .. fine al'lillned wlllu'Qots
......t. e--J /
....'t.... e.,.1U
S ..-, fin.a~
;(.;'... Blind
: ': ':1: \;;; bi'oM1 line anllned wit"'/". root. /
;(.:=:~: $and
10 : .:.:. .' : bnMYl. TIne arelMd wiIh fr. lOliIlf
$and
:.:.:.:.: brGWn.~ansined
Iftedlum.d.... 5-8-12 20
~ __ 24-32-38 70
medium d~ 12-7-8 15
medlum ClSmI 6-11-13 24
/
dlJr188 &-15-23 3e
115 ...,.
... ... -.. ",-.
,.. .,
. : :::::;::
VIIJY &,r,&eI. 24-36-41 77
$4IIJf1
IghL brown.lIne gnliJ\ed
20- X:::::
.; 0: :.:(. . Sand
~: ~!; ~ bI1Mrl, fir10 gJJdhed wlllHI'. clay
:- :- ;;(. :
25.1 ::'~1
30-~
~
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.~ C/lfY
~
35- ~ 11"*1, ..ndy with rocJaJ
<<l- ~ ~r
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m.dlumdCMe 8-7-5 12
wry ~ 3-1-0 1
frrm: 2~:z.3 s
otiIf +7-7 ,14
wry hafl;t 17-32-41 73
End of EIorIrg
.
~-
"NOtes: no loss of cm:ulation
Drill Method: Rotary
SnmuJiDI!! Method; 5olippoom ASTM D-1586
T-144 P.12/14 F-518
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Se.ndwd P...endim Test LA!:
bIow8Ift Anal-{
9 1.0 2D 3D 4\0 ~ 60 7D ~ ~19D
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Water Table: -5.7' ., --
Elevatio~: En-tin: C..ou'nd
DriDed by: BNIMBM
CompUed by: CG " .
Sheet 1 of:
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OEEE i3L~3S~' dH ~~TE:lI e002 lZ I~r
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07-21-03 11 :57
From-CUSHMAN WAKEFIELD
813-221-9166
T-144 P.13/14 F-518
~~o · .I..,.
~ ~~I)
~~
Client; Spencer and Jonnatn Architects~ Inc.
proJeet: Plaza two
Location: Enterprise.Road & Countryside Blvd.
Clearwater, Florida Log of Borehole: B-4
Report No: 125961 ' Date Drilled: 7-2-99
i'
~
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o GJ1:lLn:! S~1ICle
::::: Sand
: ::: :: ::: \;;~i.h black. fine arelncd wi1h root. I
5 ~:~:~)I\S8rx1 fioaaralned I
.:.:.:.::\ Sand
~ ~ ~ ~ > ~: \d.rk brown. flrm llfIIW,ed
medJum dense 5-6-8 14
modIum denM 9-17-12 29
slightly IoC!SB 6-5-4 9
very IoQICt 1 ~1-1 2
J
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.... .
. ., ..
. . . , -
. , ..
..".'....
Ssnd
brown, fine _"ad
medIUm den_ 4-7.7 14
.
'5~ ~ : : : :
. . ...
wrydens8 18-28-34 62
-..... .
,.. .
,'.,' -....
20~ r~[W ~::'~ co.~
....."....
::::::~: :
~-:.~.:.:
25- .........
;;(. '.' "
:;:):;: Sand
Z. . :.: . arav. fll18 graNd with tr. clay .
30~
~.
~
35-~ Clay
~ ~. undy INith ItlCka
.~
.~
410 ~ Clay
I\.lIaht ar_n
End of RQring
d.nae' 19-22~18-40
mecllum csenM 4-7-e 'Iii
111m '. 3-1-6 6
lIrm 1~'" 8
very MrCl 17w~ 100
/
45-
Notes: PO Joss of cuculation
Drill Method: Rotary
SamDliDlr Method; SDJiUDoon ASTM 0-1586
~
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41'-
t-.
................
r....... t---.
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Water l'able: -5.9' ' .
Elevation: ExistiD& GroUl1(
Drilled by: BNIMEM
Compiled bye CG
Sheet i. or
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07-21-03 11 :57
From-CUSHMAN WAKEFIELD
813-221-9166
T-144 P.14/14 F-518
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Client; Spencer and.Jonnatti Architects, Inc.
PI'Ojed: Plaza Two
Location; Eotmprise'Road &. Countryside Blvd.
Clearwater, Fb-ida Log of Bore bole: B-S
Report No; 125961 Date )).iUed: 1.z...99....
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Notes: no loss of arculation
Water Table: -5.7' ~,,::
Elevation: histing Gro ' tel
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JOB NAME:
SUBJECT:
DATE:
BY:
Tampa Bay Water Office Development
Proposed Conditions Stormwater Calculations
8/29/2003 Revised 11/05/03
JSB
POND CALCS FOR "DRY POND"
IBASIN:
PR-I00
TOTAL AREA (AC): 2.21
POND AREA (AC) =
PAVEMENT/BLDG(PH I & II) AREA (AC) =
OPEN SPACE - GOOD CONDITION =
0.39
1.52
0.30
100
98
80
CN=
CN=
CN=
WEIGHTED CN = 95.9
TIME OF CONCENTRATION =
10 min - Conservative Assumption
WQTV [FIRST 1/2 INCH OF RUNOFF] (AC-FT) = 0.09
IpOND: 100
AREA VOLUME
DESC. ELEV. (AC) (AC-FT)
BOT 70 0.02 0
71 0.10 0.06
72 0.34 0.28
TOB 73.5 0.39 0.65
DLW= 71.15
DRAWDOWN CALCS FOR "DRY POND"
AREA AT POND BOTTOM (EL = 70.0) [SF] = 871.20
* AVERAGE PERMEABILITY RATE OF SOIL AT POND BOTTOM [FT/DAY] = 27.4
[FT/HR] = 1.14
EXIST. VOLUMETRIC PERMEABILITY RATE [CF/HR]= 1.14 FT/HR * 871.2 SF = 994.62
PROPOSED WATER QUALITY TREATMENT VOLUME (SHOWN ABOVE) [CF] = 4011.2
VOLUME BETWEEN WEIR INVERT (EL=71.60) AND POND BOT (EL=70.0) [CF] = 9757.44
FS = FACTOR OF SAFETY = 2
DRAWDOWN RECOVERY TIME [HOURS] = 2 (FS) * (9757.44 CF 1 994.62 CF/HR) = 19.62
* REFER TO GEOTECHNICAL REPORT AS PREPARED BY TIERRA, DATED NOVEMBER 3,2003
NOV 0 6 2003
~
.
Traffic Study
for
Tampa Bay Water Office Building
Pinellas County, Florida
Prepared for
Tampa Bay Water
Prepared by
URS Corporation
.
NOV 0 6 2003
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I. INTRODUCTION
The purpose of this study is to evaluate opening year (2003) traffic conditions for the
proposed Tampa Bay Water office building located on Enterprise Road between Main
Street and Countryside Blvd in Pinellas County.
II. PROJECT TRIP GENERATION
Project traffic for the proposed Tampa Bay Water 37,000 square foot office building was
developed the Institute of Traffic Engineers (ITE) Trip Generation, 6th Edition, rates and
methods. Table I shows daily, and AM and PM peak hour traffic generation.
III PROJECT TRIP DISTRIBUTION
The site is located in an existing office park that is similar in land use to the proposed
project. Because of the similarity between the existing land use and the proposed project,
traffic distribution from the project site is based on turning movement counts taken at the
site driveway.
IV BACKGROUND TRAFFIC
Background traffic is the traffic that would travel the roadway regardless of whether the
proposed project was built. Background traffic is based on traffic counts taken at the site
drive and on Enterprise Road. The traffic counts are shown in Appendix A.
V ROADWAY GEOMETRY
Enterprise Road is a two-lane undivided facility connecting office and commercial land
uses with Main Street on north, and Countryside Boulevard on the south. The driveway
serving the proposed project is a two-lane undivided road.
VI TRAFFIC OPERATIONS ANALYSIS
In order to evaluate the current traffic conditions, capacity and level of service analyses
were conducted using the Highway Capacity Manual and the FDOT QualitylLevel of
Service Manual. Level of service (LOS) is a quantitative measure describing traffic
conditions on a traffic stream. There are six levels of service "A" through "F", with LOS
A representing the best operations and LOS F representing the worst conditions.
Figure I shows the PM peak hour background and project traffic.
The project driveway at Enterprise Road is currently stop sign controlled. With the
proposed project traffic and the current level of background traffic, the intersection is
expected operate at LOS B. No improvements are required. The Highway Capacity
Software (HCS) analyses are shown in Appendix B.
2
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Entetprise Road was evaluated using Table 4-7 Generalized Peak Hour Directional
Volumes for Florida's Urbanized Areas (See Appendix C). Based on the Non-State
Roadways-Other Signalized Roadways table, Entetprise Road is expected to operate at
LOS B or better with the combined background and project traffic. No improvements are
required.
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TABLES
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TABLE 1: TAMPA BAY WATER ITE TRIP GENERATION
AM Peak Hour
PM Peak Hour
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Weather: Good
Counted By: JAMAR
Location: Enterprise Rd N of Countryside BI
Start PEAK
Time Southbound Northbound Total Hourly Daily HOUR
8/19/2003 2 1 3
12:15 AM 0 0 0
12:30 AM 0 0 0
12:45 AM 1 2 3 6
1 :00 AM 1 0 1
1:15 AM 0 0 0
1 :30 AM 0 4 4
1 :45 AM 2 0 2 7
2:00 AM 0 0 0
2:15 AM 0 0 0
2:30 AM 0 0 0
2:45 AM 0 0 0 0
3:00 AM 1 2 3
3:15 AM 2 0 2
3:30 AM 0 0 0
3:45 AM 1 3 4 9
4:00 AM 1 0 1
4:15 AM 2 1 3
4:30 AM 1 2 3
4:45 AM 0 2 2 9
5:00 AM 0 4 4
5:15 AM 7 2 9
5:30 AM 7 12 19
5:45 AM 9 10 19 51
6:00 AM 6 7 13
6:15 AM 9 7 16
6:30 AM 16 10 26
6:45AM 13 18 31 86 6-7AM 86
7:00 AM 13 17 30 103
7:15 AM 27 9 36 123
7:30 AM 14 20 34 131
7:45 AM 30 12 42 142 7 - 8 AM 142
8:00 AM 26 17 43 155
8:15 AM 24 19 43 162
8:30 AM 21 22 43 171
8:45 AM 26 26 52 181 8-9AM 181
9:00 AM 23 23 46 184
9:15AM 20 28 48 189
9:30 AM 24 24 48 194
9:45 AM 19 27 46 188 9 - 10 AM 188
10:00 AM 22 29 51
10:15 AM 26 31 57
10:30 AM 28 34 62
10:45 AM 37 35 72 242
11:00AM 35 24 59
11:15AM 31 37 68
11:30AM 32 33 65
11 :45 AM 25 22 47 239
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12:00 PM 25 22 47
12:15 PM 23 38 61
12:30 PM 18 23 41
12:45 PM 35 36 71 220
1 :00 PM 32 26 58
1 :15 PM 31 25 56
1 :30 PM 31 27 58
1 :45 PM 30 30 60 232
2:00 PM 26 31 57
2:15 PM 32 30 62
2:30 PM 25 28 53
2:45 PM 28 21 49 221
3:00 PM 31 34 65
3:15 PM 19 27 46
3:30 PM 31 26 57
3:45 PM 38 26 64 232 3 - 4 PM 232
4:00 PM 40 32 72 239
4:15 PM 20 29 49 242
4:30 PM 32 32 64 249
4:45 PM 30 15 45 230 4 - 5 PM 230
5:00 PM 20 28 48 206
5:15 PM 16 18 34 191
5:30 PM 14 20 34 161
5:45 PM 11 33 44 160 5 - 6 PM 160
6:00 PM 18 36 54 166
6:15 PM 17 25 42 174
6:30 PM 16 17 33 173
6:45 PM 15 24 39 168 6-7PM 168
7:00 PM 19 19 38
7:15 PM 17 18 35
7:30 PM 6 15 21
7:45 PM 10 8 18 112
8:00 PM 4 4 8
8:15 PM 3 12 15
8:30 PM 4 3 7
8:45 PM 2 6 8 38
9:00 PM 4 6 10
9:15 PM 4 4 8
9:30 PM 1 4 5
9:45 PM 1 5 6 29
10:00 PM 1 4 5
10:15 PM 6 3 9
10:30 PM 1 1 2
10:45 PM 0 1 1 17
11:00 PM 0 1 1
11:15 PM 2 5 7
11 :30 PM 1 2 3
11:45 PM 0 0 0 11 2830
1374 1456
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Weather: Good
Counted By: JAMAR
Location: Enterprise Rd N of Countryside BI
Start
Time Southbound Northbound Total Hourly Daily
8/20/2003 0 0 0
12:15 AM 1 3 4
12:30 AM 0 0 0
12:45 AM 3 3 6 10
1 :00 AM 1 1 2
1:15AM 1 0 1
1 :30 AM 0 0 0
1 :45 AM 0 0 0 3
2:00 AM 0 2 2
2:15 AM 0 1 1
2:30 AM 0 0 0
2:45 AM 1 0 1 4
3:00 AM 0 0 0
3:15 AM 3 1 4
3:30 AM 1 2 3
3:45 AM 1 0 1 8
4:00 AM 0 3 3
4:15 AM 0 1 1
4:30 AM 1 5 6
4:45 AM 1 2 3 13
5:00 AM 1 4 5
5:15 AM 7 7 14
5:30 AM 9 9 18
5:45 AM 10 7 17 54
6:00 AM 10 11 21
6:15 AM 14 8 22
6:30 AM 13 7 20
6:45 AM 23 13 36 99 6-7AM 99
7:00 AM 13 15 28 106
7:15 AM 29 9 38 122
7:30 AM 17 14 31 133
7:45 AM 31 12 43 140 7-8AM 140
8:00 AM 13 18 31 143
8:15AM 24 17 41 146
8:30 AM 26 19 45 160
8:45 AM 25 29 54 171 8-9AM 171
9:00 AM 19 18 37 177
9:15 AM 19 26 45 181
9:30 AM 26 30 56 192
9:45 AM 33 30 63 201 9 - 10 AM 201
10:00 AM 37 26 63
10:15 AM 35 22 57
10:30 AM 29 33 62
10:45 AM 32 24 56 238
11 :00 AM 37 37 74
11:15AM 25 26 51
11:30 AM 26 30 56
11 :45 AM 35 26 61 242
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12:00 PM 28 34 62
12:15 PM 27 25 52
12:30 PM 25 36 61
12:45 PM 28 40 68 243
1 :00 PM 30 29 59
1 :15 PM 28 19 47
1 :30 PM 32 34 66
1 :45 PM 31 25 56 228
2:00 PM 27 26 53
2:15 PM 40 39 79
2:30 PM 35 25 60
2:45 PM 39 23 62 254
3:00 PM 28 32 60
3:15 PM 29 24 53
3:30 PM 42 25 67
3:45 PM 33 25 58 238 3 - 4 PM 238
4:00 PM 33 29 62 240
4:15 PM 22 20 42 229
4:30 PM 22 28 50 212
4:45 PM 18 21 39 193 4 - 5 PM 193
5:00 PM 24 23 47 178
5:15 PM 16 21 37 173
5:30 PM 22 15 37 160
5:45 PM 12 22 34 155 5 - 6 PM 155
6:00 PM 15 22 37 145
6:15 PM 12 23 35 143
6:30 PM 20 25 45 151
6:45 PM 8 19 27 144 6 - 7 PM 144
7:00 PM 9 13 22
7:15 PM 11 18 29
7:30 PM 11 13 24
7:45 PM 6 6 12 87
8:00 PM 5 15 20
8:15 PM 3 10 13
8:30 PM 2 11 13
8:45 PM 2 7 9 55
9:00 PM 1 2 3
9:15 PM 1 8 9
9:30 PM 2 3 5
9:45 PM 0 3 3 20
10:00 PM 2 3 5
10:15 PM 3 0 3
10:30 PM 1 2 3
10:45 PM 1 7 8 19
11 :00 PM 0 1 1
11:15 PM 3 6 9
11 :30 PM 1 2 3
11:45 PM 1 0 1 14 2833
1423 1410
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Weather: Good
Counted By: JAMAR
Location: Enterprise Rd N of Countryside BI
Start
Time Southbound Northbound Total Hourly Daily
8/21/2003 0 1 3
12:15 AM 1 2 2
12:30 AM 1 1 6
12:45 AM 3 3 0 11
1 :00 AM 0 0 0
1:15 AM 0 0 1
1 :30 AM 0 1 0
1 :45 AM 0 0 0 1
2:00 AM 0 0 2
2:15 AM 0 2 0
2:30 AM 0 0 1
2:45 AM 0 1 2 5
3:00 AM 0 2 2
3:15 AM 2 0 1
3:30 AM 1 0 4
3:45 AM 1 3 2 9
4:00 AM 2 0 1
4:15 AM 1 0 3
4:30 AM 0 3 2
4:45 AM 0 2 7 13
5:00 AM 4 3 9
5:15 AM 2 7 16
5:30 AM 5 11 24
5:45 AM 15 9 16 65
6:00 AM 9 7 12
6:15 AM 8 4 22
6:30 AM 15 7 31
6:45 AM 12 19 28 93 6-7AM 93
7:00 AM 16 12 39 120
7:15AM 23 16 45 143
7:30 AM 24 21 38 150
7:45 AM 22 16 44 166 7-8AM 166
8:00 AM 22 22 41 168
8:15 AM 18 23 48 171
8:30 AM 21 27 46 179
8:45 AM 21 25 56 191 8 - 9 AM 191
9:00 AM 36 20 45 195
9:15 AM 25 20 47 194
9:30 AM 27 20 45 193
9:45 AM 21 24 70 207 9 - 10 AM 207
10:00 AM 29 41 53
10:15AM 27 26 47
10:30 AM 24 23 70
10:45 AM 36 34 61 231
11 :00 AM 28 33 68
11: 15 AM 32 36 74
11 :30 AM 38 36 66
11:45 AM 29 37 50 258
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12:00 PM 25 25 57
12:15 PM 25 32 70
12:30 PM 26 44 67
12:45 PM 37 30 59 253
1 :00 PM 28 31 43
1 :15 PM 22 21 52
1:30 PM 27 25 58
1 :45 PM 35 23 50 203
2:00 PM 27 23 54
2: 15 PM 24 30 62
2:30 PM 33 29 81
2:45 PM 37 44 63 260
3:00 PM 42 21 49
3:15 PM 25 24 43
3:30 PM 23 20 43
3:45 PM 21 22 56 191 3 - 4 PM 191
4:00 PM 30 26 49 191
4:15 PM 26 23 47 195
4:30 PM 27 20 47 199
4:45 PM 19 28 30 173 4-5PM 173
5:00 PM 13 17 32 156
5:15 PM 14 18 38 147
5:30 PM 20 18 49 149
5:45 PM 25 24 48 167 5 - 6 PM 167
6:00 PM 18 30 27 162
6: 15 PM 12 15 25 149
6:30 PM 8 17 33 133
6:45 PM 17 16 28 113 6 - 7 PM 113
7:00 PM 11 17 31
7:15 PM 13 18 25
7:30 PM 12 13 15
7:45 PM 4 11 15 86
8:00 PM 10 5 9
8:15 PM 2 7 10
8:30 PM 5 5 13
8:45 PM 4 9 11 43
9:00 PM 4 7 8
9:15 PM 4 4 9
9:30 PM 2 7 8
9:45 PM 3 5 4 29
10:00 PM 2 2 5
10:15 PM 3 2 2
10:30 PM 0 2 0
10:45 PM 0 0 8 15
11:00 PM 1 7 2
11:15 PM 1 1 1
11:30 PM 0 1 4
11:45 PM 0 4 2791 2798 5581
1368 1423
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Weather: Good
Counted By: JAMAR
Location: Enterprise Rd S of Main St
Start PEAK
Time Northbound Southbound Total Hourly Daily HOUR
8/19/2003 7 1 8
12:15 AM 2 0 2
12;30 AM 3 0 3
12:45 AM 1 2 3 16
1 :00 AM 1 0 1
1:15 AM 0 0 0
1 :30 AM 2 1 3
1 :45 AM 0 1 1 5
2:00 AM 0 0 0
2: 15 AM 0 0 0
2:30 AM 0 2 2
2:45 AM 0 0 0 2
3:00 AM 0 0 0
3;15 AM 0 0 0
3;30 AM 0 0 0
3;45 AM 0 0 0 0
4:00 AM 0 2 2
4:15 AM 0 2 2
4:30 AM 1 1 2
4;45 AM 1 1 2 8
5:00 AM 1 2 3
5:15 AM 0 4 4
5:30 AM 1 1 2
5:45 AM 1 2 3 12
6:00 AM 1 9 10
6:15 AM 5 8 13
6:30 AM 4 17 21
6:45 AM 4 9 13 57 6-7AM 57
7:00 AM 6 10 16 63
7:15 AM 4 21 25 75
7;30 AM 14 25 39 93
7:45 AM 14 19 33 113 7-8AM 113
8:00 AM 7 28 35 132
8:15 AM 10 19 29 136
8;30 AM 12 28 40 137
8;45 AM 14 26 40 144 8-9AM 144
9:00 AM 13 17 30 139
9;15 AM 12 12 24 134
9:30 AM 10 15 25 119
9:45 AM 13 15 28 107 9 - 10 AM 107
10:00 AM 12 18 30
10;15 AM 15 13 28
10:30 AM 16 16 32
10:45 AM 18 17 35 125
11:00AM 20 19 39
11:15AM 20 22 42
11 :30 AM 32 30 62
11 :45 AM 29 26 55 198
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12:00 PM 33 29 62
12:15 PM 30 18 48
12:30 PM 25 19 44
12:45 PM 24 26 50 204
1 :00 PM 27 21 48
1 :15 PM 19 23 42
1 :30 PM 21 26 47
1 :45 PM 17 24 41 178
2:00 PM 21 25 46
2:15 PM 30 14 44
2:30 PM 22 15 37
2:45 PM 17 21 38 165
3:00 PM 22 18 40
3: 15 PM 18 20 38
3:30 PM 20 15 35
3:45 PM 27 10 37 150 3-4PM 150
4:00 PM 21 19 40 150
4:15 PM 20 23 43 155
4:30 PM 22 15 37 157
4:45 PM 36 19 55 175 4-5PM 175
5:00 PM 30 15 45 180
5:15 PM 35 17 52 189
5:30 PM 22 19 41 193
5:45 PM 17 14 31 169 5-6 PM 169
6:00 PM 18 14 32 156
6:15 PM 19 11 30 134
6:30 PM 15 6 21 114
6:45 PM 25 5 30 113 6-7 PM 113
7:00 PM 17 13 30
7:15 PM 20 10 30
7:30 PM 14 6 20
7:45 PM 17 9 26 106
8:00 PM 13 8 21
8:15 PM 5 5 10
8:30 PM 13 5 18
8:45 PM 10 2 12 61
9:00 PM 13 4 17
9:15 PM 3 0 3
9:30 PM 3 3 6
9:45 PM 10 3 13 39
10:00 PM 6 3 9
10:15 PM 1 0 1
10:30 PM 5 1 6
10:45 PM 5 1 6 22
11:00 PM 3 4 7
11:15 PM 2 2 4
11:30 PM 1 0 1
11:45 PM 0 0 0 12 2181
1140 1041
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Weather: Good
Counted By: JAMAR
Location: Enterprise Rd S of Main St
Start
Time Northbound Southbound Total Hourly Daily
8/20/2003 5 2 7
12:15 AM 2 1 3
12:30 AM 1 0 1
12:45 AM 0 0 0 11
1 :00 AM 1 0 1
1 :15 AM 2 1 3
1 :30 AM 1 3 4
1:45 AM 4 1 5 13
2:00 AM 0 0 0
2:15 AM 0 1 1
2:30 AM 0 0 0
2:45 AM 0 0 0 1
3:00 AM 3 0 3
3:15AM 0 0 0
3:30 AM 0 1 1
3:45 AM 0 0 0 4
4:00 AM 0 1 1
4:15 AM 0 2 2
4:30 AM 0 1 1
4:45 AM 2 0 2 6
5:00 AM 1 1 2
5:15 AM 0 2 2
5:30 AM 2 5 7
5:45 AM 1 4 5 16
6:00 AM 3 7 10
6:15 AM 3 11 14
6:30 AM 8 14 22
6:45 AM 6 13 19 65 6-7AM 65
7:00 AM 5 18 23 78
7:15 AM 9 21 30 94
7:30 AM 6 28 34 106
7:45 AM 6 23 29 116 7-8AM 116
8:00 AM 5 19 24 117
8:15 AM 6 30 36 123
8:30 AM 6 24 30 119
8:45AM 11 20 31 121 8-9AM 121
9:00 AM 9 26 35 132
9:15 AM 13 15 28 124
9:30 AM 17 19 36 130
9:45 AM 13 19 32 131 9 - 10 AM 131
10:00 AM 20 19 39
10:15 AM 16 26 42
10:30 AM 34 25 59
10:45 AM 20 23 43 183
11 :00 AM 16 19 35
11:15 AM 28 25 53
11:30 AM 25 18 43
11 :45 AM 34 29 63 194
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12:00 PM 30 21 51
12:15 PM 23 15 38
12:30 PM 17 31 48
12:45 PM 22 17 39 176
1 :00 PM 22 21 43
1 : 15 PM 21 23 44
1 :30 PM 27 18 45
1 :45 PM 26 23 49 181
2:00 PM 10 18 28
2:15 PM 25 14 39
2:30 PM 24 20 44
2:45 PM 12 22 34 145
3:00 PM 38 31 69
3:15 PM 20 17 37
3:30 PM 25 27 52
3:45 PM 27 24 51 209 3 - 4 PM 209
4:00 PM 23 16 39 179
4:15 PM 25 26 51 193
4:30 PM 23 23 46 187
4:45 PM 41 31 72 208 4 - 5 PM 208
5:00 PM 26 15 41 210
5:15 PM 27 20 47 206
5:30 PM 30 14 44 204
5:45 PM 24 21 45 177 5 - 6 PM 177
6:00 PM 27 14 41 177
6:15 PM 13 18 31 161
6:30 PM 17 9 26 143
6:45 PM 20 15 35 133 6 - 7 PM 133
7:00 PM 14 3 17
7:15 PM 26 10 36
7:30 PM 19 12 31
7:45 PM 12 9 21 105
8:00 PM 20 10 30
8:15 PM 10 3 13
8:30 PM 7 3 10
8:45 PM 10 3 13 66
9:00 PM 16 1 17
9:15 PM 13 1 14
9:30 PM 6 1 7
9:45 PM 4 0 4 42
10:00 PM 8 0 8
10:15 PM 4 2 6
10:30 PM 3 0 3
10:45 PM 4 2 6 23
11:00 PM 0 3 3
11 : 15 PM 2 0 2
11:30 PM 4 2 6
11:45 PM 4 3 7 18 2344
1195 1149
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Weather: Good
Counted By: JAMAR
Location: Enterprise Rd S of Main St
Start
Time Northbound Southbound Total Hourly Daily
8/21/2003 5 2 7
12:15 AM 5 2 1
12:30 AM 0 1 1
12:45 AM 1 0 2 11
1 :00 AM 1 1 3
1:15AM 2 1 3
1 :30 AM 0 3 3
1 :45 AM 3 0 0 9
2:00 AM 0 0 1
2:15 AM 1 0 0
2:30 AM 0 0 0
2:45 AM 0 0 2 3
3:00 AM 2 0 3
3:15 AM 3 0 0
3:30 AM 0 0 0
3:45 AM 0 0 2 5
4:00 AM 0 2 1
4:15 AM 0 1 1
4:30 AM 0 1 1
4:45 AM 1 0 2 5
5:00 AM 0 2 3
5:15 AM 1 2 1
5:30 AM 0 1 6
5:45 AM 0 6 5 15
6:00 AM 1 4 15
6:15 AM 9 6 22
6:30 AM 8 14 15
6:45 AM 1 14 13 65 6-7AM 65
7:00 AM 4 9 27 77
7:15 AM 9 18 27 82
7:30 AM 4 23 23 90
7:45 AM 5 18 38 115 7-8AM 115
8:00 AM 12 26 24 112
8:15 AM 12 12 39 124
8:30 AM 8 31 45 146
8:45 AM 23 22 21 129 8-9AM 129
9:00 AM 10 11 45 150
9:15 AM 24 21 44 155
9:30 AM 20 24 39 149
9:45 AM 19 20 41 169 9 - 10 AM 169
10:00 AM 22 19 22
10:15 AM 9 13 37
10:30 AM 16 21 49
10:45 AM 28 21 26 134
11:00 AM 9 17 45
11:15 AM 26 19 51
11 :30 AM 29 22 46
11:45 AM 27 19 53 195
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12:00 PM 27 26 52
12:15 PM 30 22 66
12:30 PM 33 33 51
12:45 PM 29 22 41 210
1 :00 PM 15 26 46
1:15 PM 28 18 36
1 :30 PM 20 16 39
1 :45 PM 25 14 38 159
2:00 PM 22 16 31
2:15 PM 19 12 29
2:30 PM 11 18 40
2:45 PM 14 26 46 146
3:00 PM 29 17 52
3:15 PM 28 24 44
3:30 PM 18 26 47
3:45 PM 28 19 42 185 3 - 4 PM 185
4:00 PM 25 17 28 161
4:15 PM 15 13 40 157
4:30 PM 27 13 41 151
4:45 PM 26 15 47 156 4 - 5 PM 156
5:00 PM 34 13 46 174
5:15 PM 25 21 45 179
5:30 PM 29 16 36 174
5:45 PM 20 16 21 148 5 - 6 PM 148
6:00 PM 16 5 19 121
6:15 PM 12 7 48 124
6:30 PM 28 20 34 122
6:45 PM 19 15 15 116 6 - 7 PM 116
7:00 PM 9 6 20
7:15 PM 15 5 24
7:30 PM 12 12 25
7:45 PM 22 3 12 81
8:00 PM 7 5 20
8:15 PM 14 6 14
8:30 PM 11 3 13
8:45 PM 9 4 10 57
9:00 PM 8 2 4
9:15 PM 2 2 9
9:30 PM 5 4 16
9:45 PM 12 4 8 37
10:00 PM 4 4 12
10:15 PM 9 3 5
10:30 PM 4 1 8
10:45 PM 4 4 5 30
11:00 PM 2 3 1
11:15 PM 1 0 1
11:30 PM 1 0 5
11:45 PM 3 2 2194 2201 4381
1166 1028
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APPENDIX B
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DrivewayAM.txt
Hcs2000: unsignalized Intersections Release 4.1c
"TWO-WAY STOP CONTROL SUMMARY
Analyst:
Agency /co. :
Date Performed:
-Analysis Time period:
Intersection:
Jurisdiction:
Units: U. s. Customary
Analysis Year: 2003
project 10: Tampa Bay Water
East/west Street: project Driveway
North/south Street: Enterprise Road
Intersection Orientation: NS
URS Corporation
09/18/2003
AM Peak Hour
Driveway
Study period (hrs): 0.25
vehicle volumes and Adjustments
Approach Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Major Street:
volume
Peak-Hour Factor, PHF
Hourly Flow Rate, HFR
Percent Heavy vehicles
Median Type undivided
RT channelized?
Lanes
configuration
Upstream signal?
Minor Street: Approach
Movement
57
0.92
61
1 0
TR
No
westbound
7 8 9
L T R
8 0 5
0.92 1.00 0.92
8 0 5
2 0 2
0
No
volume
peak Hour Factor, PHF
Hourly Flow Rate, HFR
Percent Heavy vehicles
Percent Grade (%)
Median Storage
Flared Approach: Exists?
Storage
RT channelized?
Lanes
Configuration
010
LTR
30
0.92
32
59 114
0.92 0.92
64 123
2
0 1
LT
No
Eastbound
10 11 12
L T R
o
Approach
Movement
Lane Config
v (vph)
C(m) (vph)
v/c
95% queue length
Control Delay
LOS
Approach Delay
Approach LOS
Delay, Queue
NB SB
1 4
LT
Length, and Level
westbound
178
I LTR
of Se rvi ce
Eastbound
9 10 11
12
64
1501
0.04
0.13
7.5
A
13
738
0.02
0.05
10.0-
A
10.0-
A
HCS2000: Unsignalized Intersections Release 4.1c
phone:
E-Mail:
Analyst:
Agency/co. :
Date performed:
Fax:
TWO-WAY STOP CONTROL(TWSC) ANALYSIS
URS Corporation
09/18/2003
page 1
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Analysis Time period: AM peak Hour
Intersection: Driveway
Jurisdiction:
units: u. s. Customary
Analysis Year: 2003
project 10: Tampa Bay Water
East/west Street: project Driveway
North/South Street: Enterprise Road
-Intersection orientation: NS
DrivewayAM.txt
Study period (hrs): 0.25
vehicle volumes and Adjustments
1 2 3 4 5
L T R L T
6
R
Major Street Movements
volume 57 30 59 114
Peak-Hour Factor, PHF 0.92 0.92 0.92 0.92
peak-IS Minute volume 15 8 16 31
Hourly Flow Rate, HFR 61 32 64 123
Percent Heavy vehicles 2
Median T1pe undivided
RT Channe ized?
Lanes 1 0 0 1
Configuration TR LT
upstream signal? No No
Minor Street Movements 7 8 9 10 11 12
L T R L T R
volume 8 0 5
peak Hour Factor, PHF 0.92 1.00 0.92
peak-IS Minute volume 2 0 1
Hourly Flow Rate, HFR 8 0 5
Percent Heavy vehicles 2 0 2
percent Grade (%) 0 0
Median Storage
Flared Approach: Exists? No
RT channelized? Storage
Lanes 0 1 0
Configuration LTR
pedestrian volumes and Adjustments
13 14 15 16
Movements
Flow (ped/hr)
Lane width (ft)
walking Speed (ft/sec)
Percent Blockage
o
12.0
4.0
o
o
12.0
4.0
o
o
12.0
4.0
o
o
12.0
4.0
o
prog.
Flow
vph
Upstream signal Data
Sat Arrival Green
Flow Type Time
vph sec
Distance
to Signal
feet
cycle prog.
Length Speed
sec mph
S2 Left-Turn
Through
s5 Left-Turn
Through
worksheet 3-Data for computing Effect of Delay to Major Street vehicles
Movement 2
Movement 5
shared ln volume, major th vehicles:
Shared ln volume, major rt vehicles:
Sat flow rate, major th vehicles:
Sat flow rate, major rt vehicles:
Number of major street through lanes:
123
o
1700
1700
1
worksheet 4-Critical Gap and Follow-up Time Calculation
cri ti cal Gap calculation
Movement 1 4 7 8 9 10 11 12
L L L T R L T R
t(c,base) 4.1 7.1 6.5 6.2
t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
P (hv) 2 2 0 2
page 2
.
'-.