HomeMy WebLinkAbout2003 04 14 Regular A Final Development/Engineering Plans for Tuskawilla Trails Phase II Subdivision
COMMISSION AGENDA
ITEM A
Consent
Information
Public Hearin2
Re2ular XX
April 14. 2003
Meeting
MGR. ~ lDept. fr
REQUEST: The Community Development Department requests the City Commission approve
the development agreement and final development/engineering plans for the
proposed Tuskawilla Trails Phase II Subdivision (an expansion of the existing
mobile home community).
PURPOSE: The purpose of this agenda item is to approve the proposed development
agreement and final development/engineering plans for the 32 lot addition on 9.25
acres to Tuskawilla Trails.
APPLICABLE CITY CODES
Section 9-71. When final development plan is to be filed; extension.
Section 9-72. Processing of final plans.
Section 9-73. Form and contents of final development plans.
Section 9-74. Action on final development plan; expiration of approval.
Section 20-317. Application for construction.
CHRONOLOGY:
January 23,2002 - City received preliminary subdivision plan application
package
May 1, 2002 - Planning and Zoning Board recommended approval of preliminary
subdivision plan
June 10, 2002 - City Commission approved preliminary subdivision plan.
April 14,2003
Regular Item A
Page 2
August 7, 2002 - City received final engineering application package
January 7,2003 - City received payment for development agreement fee
March 10, 2003 - City Commission deferred the item
FINDINGS:
1. The subdivision will connect to City potable water and sanitary sewer.
The City has adequate capacity for both.
2. A 25 foot wide buffer has. been provided along the southern boundary of
the site, adjacent to the Nature's Way right-of-way (ROW).
3. The 9.25 acre site is within the RT-Mobile Home zoning district and
Moderate Density Residential Future Land Use (FLU) designation.
4. The proposed development agreement and final development/engineering
plans for the Tuskawilla Trails Phase II subdivision are consistent with
the approved preliminary plans and the Comprehensive Plan. The ROW
widths and sidewalk provisions set forth in the development agreement
are consistent with the existing portion of the site, although different than
Code.
5. The proposed 30 foot-wide ROW with 20 foot-wide roadway surfaces are
consistent with the existing development at Tuskawilla Trails; provision
for this 30 foot ROW is addressed in the development agreement.
6. Wetland delineation and mitigation were addressed with the St. Johns
River Water Management District by the applicant.
7. The development agreement provides variation from the existing arbor
code for tree removal and tree replacement rights as were applicable under
the arbor regulations that preceded the adoption of Ordinance No. 2002-
08.
RECOMMENDATION:
Staff recommends approval of the development agreement and final subdivision
plan for Tuskawilla Trails Phase II.
April 14,2003
Regular Item A
Page 3
ATTACHMENTS:
A. June 10, 2002, City Commission Minutes
B Development Agreement
C March 10, 2003, City Commission Minutes
D Final subdivision plans
COMMISSION ACTION:
ATTACHMENT A CITYOFWrNTER~i~~~~
CITY COMMISSION
REGULAR MEETrNG - JUNE 10,2002
PAGE 28 OF 33
Deputy Mayor Gennell added, "There is still the question out there that the City Attorney
is going to research."
REGULAR
J. Community Development Department
Requests The City Commission Approve The Preliminary
Development/Engineering Plans For The Proposed Tuskawilla Trails Phase II
Subdivision (An Expansion Of The Existing Mobile Home Community).
Mr. Baker spoke briefly on this Agenda Item.
"IF IT CONFORMS TO CODE, THEN IT IS APPROPRIATE THAT WE
APPROVE THE ITEM." MOTION BY COMMISSIONER BLAKE. SECONDED
BY DEPUTY MAYOR GENNELL. DISCUSSION.
VOTE:
COMMISSIONER McLEOD: AYE
DEPUTY MAYOR GENNELL: AYE
COMMISSIONER BLAKE: AYE
COMMISSIONER MILLER: AYE
MOTION CARRIED.
REGULAR
E. Finance Department
Requesting The City Commission Review The Attached Budget Calendar For FY 03
And Make Changes As Necessary To The Scheduled Workshop Dates.
With discussion, Members of the Commission agreed to hold the first Budget Workshop
at the previously scheduled date and time of July 8th at 5 p.m. (to 6:30 p.m.) and the
second Budget Workshop would take place on July 9th at 6 p.m. Mayor Partyka added,
"Then after the 9th we could determine whether we need more Meetings."
The City Clerk was asked to provide refreshments.
REGULAR
M. Office Of Commissioner David W. McLeod
Requesting The City Commission Reconsider Its Decision Regarding A Variance On
An ll-Inch Deck And Screen Pool Enclosure Encroachment Into A Recorded
Drainage Easement Located At 703 Palencia Court In Seville Chase.
Sent BV: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j Apr-4-03 1 :34PMj
A TT ACHMENT B
Pl'\!pared by and mum to:
Anthony A Guganese, Eiqwre
Brown, Sabman, Weiss & Ga'lancsc, P.A.
POit Office Box 287J
Orlando, Florida 32802-287J
(407) 4ZS-9S66
PARCEL J.D. NO.
BIND
LOPMENTAGREEMENT
THIS BINDING DEVELO MENT AGREEMENT ("Agreement"), made and
executed this _ day of , 2003 by and between the CITY OF
WINTER SPRINGS, a Florida mu icipal corporation ('"City") whose address is 1126
East State Road 434, Winter Sp ings, Florida 32708, and SEMINOLE PINES
ASSOCIATES, LTD., a Florida Ii ited partnership ("Owner"), whose address is 3801
Bee Ridge Road, Suite 12, Sarasota, londa 34233.
JTNESSETH:
WHEREAS, Owner is const cting a second phase to an existing Manufactured
Housing Community denoted Tuska ilia Trails, Phase II, on real property located within
the City of Winter Springs Town Ce er; and
WHEREAS, the parties desir. to memorialize their mutual undtrr:,1anding that the
real propeny will be developed as th Tuskawilla Trails, Phase II, project in accordance
with the Town Center Zoning Distri requirements adopted by the City, (the "Project");
and
WHEREAS, this Agreemen was entered into in conjunction with the City
Commission of Winter Springs' app val of the Final Development Plan for Tuskawilla
Trails, Phase II, on April 14, 2003 (" inal Development Plan").
. NOW THEREFORE, in co sideration of the mutual promises and covenants
contained herein, the parties mutually agree as follows:
Section 1.
this reference.
Recitals. The oregoing recitals are hereby incorporated herein by
Sedion 2. Authoritv. T s Agreement i~ entered into pursuant to the Florida
Municipal Home Rule Powers Act.
Page 1 of7
Page 3/24
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :34PMj
. The real property subject to, and bound by the
eement, is legally described on t:xhibit "A"
and fully incorporated herein by this reference.
Section 4. Re resentati s f Own. Owner hereby represents and
warrants to City that Owner has the wer and authority to execute, deliver and perform
the terms and provisions of thi" greement and has taken all necessary action to
authorize the execution, delivery an performance of this Agreement. This Agreement
wil1, when duly executed and delive ed by Owner and recorded in the public records of
Seminole County, Florida, constitut a legal, valid and binding obligation enforceable
against Owner and the Propeny in accordance with the terms and conditions of this
Agreement. Owner represents it ha voluntarily and willfully executed this Agreement
for purposes of binding the Prope y to the terms and conditions set forth in this
Agreement.
SectioD 5. Owner's Obli ations and Commitments. In consideration of the
City entering into this Agreement wit Owner, Owner voluntarily agrees as follows:
5.1 Parks and Recreation Concurrenc: Owner acknowledges that the City
currently has on-site parks and recreation concurrency requirements
pursuant to City Co e. For purposes of satisfying the concurrency
requirement, the City grees to calculate said requirement by combining
Phase I and Phase II the Tuskawilla Trails development. Based on said
calculation. Owner all be required to construct and maintain in
perpetuity a nature tr 1 around the entire perimeter of the Wet Detention
Pond depicted on the ioal Development Plan. The nature trail shall be
constructed and maint . ned in good condition in accordance with the Final
Development Plan. id trail shall consist of a surface deemed suitable
for walking by the Ci . Tn addition, Owner shall install and maintain in
good condition a natu trail identification sign (minimum two feet by two
feet) and a minimum four (4) park benches along the trail.
5.2 Landscape Buffer: 0 ner shall maintain in a uniform and good condition
a twenty-five foot (2 ) minimum landscape buffer-yard along the right-
of-way called Nature' Way. There shall be no tree removal or grubbing
with mechanical equi ment in this buffer area with the exception of two
(2) 15-foot wide utilit easements shown on the Final Development Plan.
5.3 Potable Water: Potab water service shall be provided by the City water
system by way of con ection to the existing 12" water main on Tuskawilla
Road and extension an 8" water main to the Property. Design and
construction of alliin . fire hydrants. and appurtenances shall conform to
City and Florida Dep ment of Environmental Protection standards. Upon
cenitieation of const tion completion, the City will tak~ over ownership
and operate the lines, e hydrants and appurtenances.
Page 2 of7
Page 4/24
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :35PMj
5.4 Sanitary Sewer: S 'tary sewer serviee shall be provided by the City
sanitary sewer :>yste by way of connection to the existing wastewater
system serving the adjacent subdivision called Avery Park via
construction of a City owned lift station and 4 II sewer force main. Design
and construction of al lines, lift stations, and appurtenances shall conform
to City and Florida epartmcnt of Environmental Protection standards.
Upon certification 0 construction completion, the City will take over
ownership and operat the lines, lift station~ and appurtenances up tu the
boundary of the Prop y.
5.5 Additio 1 Construct n Reimbursement: Construction of Tuskawi1la
Trails, Phase ll, ine des water and sewer amenities that have been
oversized to accomm ate areas in addition to the Property, The City has
agreed to share, in p ,the actual cost of the surveying, design, permitting
and construction acti "ties over and above that needed for the Property.
The City's share 0 the actual costs is generally set forth in the
memorandum to Kip ckcutl. City Utility Director. from John Webb,
originally dated Feb 12, 2003, and revised March 11, 2003. A copy
of the memorandum s attached as Exhibit "B" and fully incorporated
herein by this referen e. The City shall pay its share of the costs within
fourteen (14) days of e City accepting ownership of the water and sewer
utilities required unde Paragraphs 5.3 and 5.4 of this Agreement.
5.6 Seminole CountX. Ri t-of-wa Utilization: Owncr shall be required to
obtain all Seminole County right-of-way utilization pennits deemed
necessary to extend ater and sewer to the Property. Copies of the
permits shall be provi d to the City promptly upon Owner's receipt.
5.7 Sidew Iks and Roadw s: It is the intent and purpose of this Paragraph to
develop Tuskawil1a T ails, Phase lI, consistent with Phase 1 with respect
to sidewalks and road ays. Therefore, sidewalks shall not be required for
Phase n. In addition, e road right-of-way for Phase II shall be thirty (30)
feet in width, incl iog ribbon curbs, as depicted in the Final
Development Plan.
5.8 Mohawk Trail Fenc~ he existing fence on the south end of Mohawk
Trail will be remov and replaced with a "knock-down" fence in
accordance with the st dards established by the City's Fire Department
5.9 Tree Ordinance:
(a) nt As e ment. Since Owner originally filed its
Application for Preli inary and Final Development Plan Approval prior
to the adoption of Or inance No. 2002-08 rep~ing Chapter 5, Winter
Springs Land Deve pment Code, regarding tree protection and
preservation, Owner i vested to a limited extent to be regulated under
Page 3 of7
Page 5/24
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :36PMj
Chapter 5 of the Wi ter Springs Land Development Code as it existed
prioe to the adoption f Ordinance 2002-08 (Chapter 5 prior to its repeal
shaH be referred to a the "Tree Ordinance"). Particularly. Owner is only
vested with respect 0 tree removal and replacement rights and tree
replacement assessm s and credits as more specifically granted and set
forth in the Final Dev lopment Plan and the Landscape Site Plan approved
by the City Commiss n on April 14. 2003, and this Agreement. Owner
acknowledges and 11 ces that no other vesting from Ordinance 2002-08
has been granted by the City. in the event that the approved Final
Development Plan sh uld ever be deemed by the City to be abandoned
pursuant to the City of Winter Springs Land Development Code, the
limited vested right i olving the Tree Ordinance granted hereunder shall
no longer be applicab e and Rny development on the Property subsequent
to such abandonment of the Final Development Plan shall comply with
Ordinance 2002~08 as mended from time to time.
(b) Tree Prot i n Guidelines. Owner and its construction
contractors shall full comply at all times with the Tree Protection
Guidelines set forth i Exhibit "e" attached hereto and made part hereof
by reference.
(c) Arbor Permit ees. Based on 899 trees being removed from the
Property. Owner shal pay the City Nine Thousand One Hundred Eighty
and No/IOO ($9.180. ) Dollars in arbor permit fees. Said fees shaH be
fully paid at such time required by City policy.
(d) Tree Credits. ased on the tree credits earned by Owner for the
enhanced landscapin being provided pursuant to the Landscape Plan,
Owner is not required 0 pay any money to the City's tree bank.
5.10 Utility Easements: ithin thirty (30) days of the effective date of chis
Agreement, Owner sh 11 grant to the City, in a form acceptable to the City
Attorney, the followin utility easements:
(a) A blanket uti 'ty easement over, on and under all roadways
constructed and depict on the Final Development Plan.
(b) Three (3) fifte (15) foot utility easements over, on, and under the
areas depicted on the 'nal Development Plan.
(c) A lift ~1ation u tity easement over, on, and under the area depicted
on the Final Develop nt Plan.
Owner shall be respo ible for providing legal descriptions acceptable to
the City for all easeme ts required by this Agreement.
Page 4 of7
Page 6/24
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :37PMj
5,11 Final Develo ment nd Landsca e Plan: Owner shall construct the
Project in accordanc with the requirements of the Final Development
Plan and Landscape Ian approved by the City Commission on April 14,
2003, as may be ame ed from time to time by the City Commission. The
requirements of the F al Development Plan and Landscape Plan are fully
incorporated herein, d deemed a material part of this Agreement, hy this
reference.
Assi ns. This Agreement shall automatically be
enefit of the successors and assigns of each of the
be governed by and
Section 8. Amendments. This Agreement shall not be modified or amended
except by written agreement duly e ecuted by both parties hereto and approved by the
City Commission.
Section 9. Entire A ~ ent. This Agreement supersedes any other
agreement, oral or written, and co tains the entire agreement bel W~" the City and
Owner ill! to the subj ect matter thereo .
Section 10. Severability. f any provision of the Agreement shall be held to
be invalid or unenforceable to any e ent by a coun of competent jurisdiction, the same
shall not affect in any respect the aJidity or enforceability of the remainder of this
Agreement.
Section 11. EfIi tive Dat. This Agreement shall become effective upon
approval by the City of Winter Spri s City Commission and execution of the Agreement
by both parties.
Section 12. Recordation. This Agreement shall be recorded in the public
records of Seminole County, Florida, d shall run with the land.
the Part' es. The relationship of the parties to this
s an independent contractor and not an agtmt of the
ed to create a joint venture or principal-agent
relationship between the parties, and either party is authori7.ed to, nor shall either party
act toward third persons or the pub c in any manner which would indicate any such
relationship with the other.
Section 14. uni . Nothing contained in this Agreement shall
be construed as a waiver of the City' right to sovereign immunity under Section 768.28,
Florida Statutes, or any other limitat n on the City's potential liability under state and
federal law.
Page 50f7
Page 7/24
Sent By: BROWNJWARD,SALZMAN&WEISSJP.A.; 407 425 9596;
Apr-4-03 1 :37PMj
w r. Owner agrees and acknowledges that the
granted to the City by law. In no way shall this
gaining away or surrendering its police powers.
Section 16. retaro. The parties hereby agree and acknowledge that
they have both participated equally' the drafting of this Agreement and no party shall
be favored or disfavored regarding t c interpretation to this Agreement in the event of a
dispute between the panies.
Section 17. Permits. The failure of this Agreement to address any particular
City, county, stale, and federal pe it, condition, teon, or restriction shall not relieve
Owner or the City of the necessity 0 complying with the law governing said permitting
requirements, conditions, terms, or re triction.
Section 18. Third Pa Ri hts. This Agreement is not a third party
beneficiary contract and shall not in ny way whatsoever create any rights on behalf of
any third party.
Section 20. Attorn's Fe . In connection with any arbitration or litigation
arising out of this Agreement. the pr ailing party shall be entitled to recover reasonable
attorney's fees and costs though all a eals to the extent permitted by law.
Section 21. Future Rezon n ID e 0 en P r' Nothing herein shall
limit the City's authority to grant 0 deny any future rezoning or development pennit
applications or requests subsequent t the effective dale of this Agreement. In addition,
nothing herein shall be construed grWlting or creating a vested property right or
interest in Owner or on the Property.
Page 6 of 7
Page 8/24
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :38PMj
IN Wn'NESS WHEREOF e parties have hereunto set their hands and seal on
the date first above written.
Signed. sealed and delivered
in the pre.)"ence of
(Print Name of Witness)
(prim Name of Witness)
ATTEST:
SEMINOLE PINES ASSOCIATES, LTD.
a Florida limited partnership
By:
(Print Owner/Attorney Name and Title)
CITY OF WINTER SPRINGS,
a Florida municipal corpuration,
By:
JOHN F. BUSH, Mayor
ANDREA LORENZO-LUACES, Cit Clerk
STATE OF FLORIDA)
COUNTY OF SEMINOLE)
The foregoing instrument
, 2003, by
known to me or who produced
s acknowledged before me this _ day of
, an individual, who is personally
as identification.
AFFIX NOTARY STAMP
Signature of Notary Public
(print Notary Name)
My Commission Expires
Commission No.:
Page 1 of?
Page 9/24
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-4-03 1 :38PM;
Page 10/24
BINDING DE ELOPMENT AGREEMENT
HIBIT LIST
1.
2.
3.
Exhibit '.A"
Exhibit "Bn
Exhibit "en
egal Description
emorandum of Cost Sharing
fee Protection Guidelines
Sent By: BROWN.WARD.SALZMAN&WEISS.P.A.; 407 425 9596;
Apr.4.03 1 :39PM;
EXffiBIT ., AU
A portion of Lot 59, Block" ", D. R. MITCHELL'S SURVEY OF THE LEVY
GRANT ON LAKE JESSUP recorded in Plat Book I, Page 5 Public Records of
Seminole County, Florida being more particularly described as follows:
Commence at the NOIthwe comer of Lot 38 Block "0" of said D, R.
MHCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, thence
N83050'J5"E a distance of 1 29.61 feet along the Northerly line of Lots 38, 37,
and 36 of said "BLOCK D" 0 the Northeast Corner of said Lot 36 of BLOCK
"D"; thence S22002'47"E a di tance of2140.93 feet along the Easterly line of said
Lots 36 and 59 of BLOCK" "to the Northerly line of TUSKA WILLA recorded
in Plat Book 1, Page 5 of the ublic Records of Seminole County, Florida; thence
N87004'22"W a distance of 48.66 feet to the POiNT OF BEGINNING of the
herein described parcel; then continue NR7004'22"W a distance of 821.65 feet;
thence S03034'58''W a distan e of25.00 fect; thcnce N87027'S1 "W a distance of
488.66 feet; thence N0205S'2 "E a distance of 358.41 feet; thence S87004'40''E a
distance of 116.63 feet; the ce S06033'10"E a distance of 25.35 feet; thence
S87004'40"E a distance of 3 .94 feet; thence N67oS7'06"E a distance of 185.57
feet; thence S22002'S4"E a di lance of30.29 feet; thence N67057'13"E a distance
of 122.16 feet; thence S2200 '58"E a distance of 74, 12 feet; thence S87004'40"E
a distance of 498.88 feet; th nee S21043'08''E a distance of 247.77 feet to the
point of curvature of a non 1gent circular curve, concave to the Northwest,
whose radius is J50.66 feet chord bearing is N73011'25"E and chord distance
is 27.51 feet; thence along he arc of said curve through a central angle of
10028'24" for a distance of2 .54 feet; thence N67057'13"E a distance of 104.59
feet to the point of curvature f a circular curve, concave to the Northwest, whose
radius is 25.00 feet and chord caring is N22057'13''E and chord distance is 35.36
feet; thence along the arc of s id curve through a central angle of 90000'00" for it
distance of39.27 feet; thence 22002'47"E a distance of222.26 feet to the POINT
OF BEGINNING. Containin 9.25 acres ofIand. more or less.
Page 11/24
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Apr-4-03 1 :40PM;
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EXlfiBIT "B"
JOItH IJ. Web" ~ ASSl 'tiotes, Inc.
925 S. DENNING DRIVE, WINTER PARK, FLORIDA 32789
February 12,2003 (revised March H, 003)
City of Wimer Springs, Florida
1126 Ellst ~tate Road 434
Winter Springs, Florida 32708-2799
Telephone:
Fal:similt::
407-327-1800
407 - 327 -(,695
AUention: Mr. Kip LockcutT, P.E./ tility Director
City of Winter Springs
Rc: . Calculation of Cost Sh ring (revised per our diseUlil!lion)
Tuskawilla Trails Plm. !LC()ns(r..!!fli()~
Project No.: S21-0J.J
Dear Mr. Lockuff:
JQhn13. Webb & A~sociatcs, Inc. (JU &A) on behalf of Sunshine COllununities/Seminole Pines
As:;ocialC::s has developed the followin evalualion (If Cost Sharing Ibr the surveyillg, engiutcring,
and (~onstru(:tioll of the ahove reference project. This comes as a result of ollr previolls discussions
involving modifici1tions to the conslrll lion plan~ 10 providt: ,imeniti~s 10 the bClldit of the CilY
which would normally not have been i 'Iudl;d in the design.
The item~ generally fall ill these catego i~s:
ITEM
CITY COST SHARE
Additional Construction Items
Additional Engineering
TOTAL
$51,372.17
$ 3.684.!U
$55,057.00
The ensuing describe~ the process used 'n lh~ eSlabJi~hm~nl oflhe8e costs:
rrEM I;
Additional Construction Ite
This item encompasses t osc intended improvements which arc to the beneiit ofthe
CiLy which would nonn ly not have been incll\ded in the:: design. These items wen:
included in l:onstmction t the request of the City of Winter Springs.
E-MAIL: WESeENGRQAOL. M. P~ONE (407)622-9322 · FAX: (407)322-9325
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Mr. Kip Lockcurr, P.E./Utility Dir~tor
February 12,2003 (revised Marth II,
p(tg~ 2
Apr-4.03 1 :40PM;
Page 13/24
Attached PI~ase find the )Howing:
· Table I - Cost Sh ring Evaluation t()r Construl:tioll of TuskawiJla Trail!; _
Phase II (revised arch 1\, 2003)
· Uid Estimate
· Attachmt:nt A - U termination of Cost Sharing of r.if! Statioll Cunstruction
Based on Wa:)lew ter Flow.
· Attachment B - Co parison of Sanitary Sewer Change Without Conllm:rcial.
· Bid Estimate and . cheuule of Cost Sharing
The "Bid Estimate" dctai the lowest responsible hiddc:rs estim.tkd lin~ item cost
for eonstrul:tion. The "Bi Estimate and S!':hedule of COSI Shari ng" dUl,:uml;'nts the
difference bclwc~n the est mated cost for construction of the project in Clccordalll:e
with the current plans con pared to the estimated cost lelr l:Onstmctiun without th~
addilions requested by the ity. Enclosed is "Table I" which fmther describt:s item
by item the quantity .md OSt ditrer~nc~!; documented in the "Bid Estimate and
Schedule of C()~l Sharing'
TEMrT:
Additional En&jne~ring
JB W&A in accordance wi uwner's instructiun modified the cunstruction plam to
provide amenities to tilt: netit of th~ City which would normally not have been
included in the design. 'nl~se generally included the dC:5iign, - c;lkuJations.
engineedng and plan prep' ration/modiJi.c<tliun fOT the following:
A. JBW&A prepared an "Evaluation of Wastewater Transmission Sy~tem
Alignment" report ated March 7, 2002, which included estimated l10ws
from Tuskawi11a T ils Phase 11, the Commercial Property lying immediately
east ofTuskawilla rails <Uld Residential Property lying between Tuskawilla
Trails and A v~y P rk. The cva)ul.Ition included sizing of pump station and
pumps to manage tl is nuw, and t/uee (3) altcrnal~ force main rout~s for City
evaluation. City st l"reviewed the evaluation and made r~c()mmendation on
the preferred rout. This wu(e and pipe si~ing wa.c; eon1i~ured to
ilccummodnte futur COlUlections for the area.'i noted above:.
"hn B. W.'bb & Ass,)(:iatt!.t, hI...'.
Ct)S/ Sharin;: J-I I-OJ
Sent By: BROWN.WARD.SALZMAN&WEISS.P.A.j 407 425 9596j
Apr-4-03 1 :41PM;
Page 14124
Mr. Kip Lockcuff, P.E.llJtilily Director
Febnlary 12, 2003 (revised March 11,2 03)
P,lge 2
B. Evaluation and set iug of manhules and inverts in lhe COlllmerdaJ Properly
immediately east Tu~kawilla Trajl~ in order to sellhe proper deplh of the
connection manho c (#9) in Pha!\c 11.
C. Evaluation and siz' g ofLifl Station and pumps in order to manage the l1()ws
from not only Pha e IT bllt also the total bllild~out or Commercial Property
east of Phase II an Resid{;lltial Property south of Tuskawilla Trails.
Plcl1.'ie note Sunshine Communities, locI 'lIskawilla Tails would expect to rcct:ive to their (future)
credit a pro-raled share of the costl()r the lift station construction when the Phase I sanitary sewer
is constructed (i.e. Ihey are prepaying $ 1,545.00 or 43.14% of the Mal lift station ellsl for the
nticipated Phase I sanitary sewer flow, s .,,~ ^tl,tl~hment "An).
~
~
our prompt review and approval of t e Cllst sharing csrimalt: would be apprt:ciated as th~
fuskawilla Trails Phase II Fillal Devclop 1ent Plans and Developer's Agreemcnt will be finalized
n the near future.
f you should have any question or requi t: additional information, do not hesitate to contact Our
nice.
. in<:erely,
OHN B. WEU8 & ASSOCIA TRS, IN ..
o~~eb?II~~
enior Project Manager
'm;I~I~ures
c: Todd Newby, f)roperly Manager IskawilJa Trails/Sunshine Communities, Inc.
. olm lI. Webb ,Ii As.wciCl/{'s. 1m',
('m.t Sharing J.) '-OJ
Sent By: BROWNIWARDISALZMAN&WEISSIP.A.j 407 425 9596j
Apr-4-03 1 :41PMj
Page 15/24
TABLE I
Cost Sharing Ev luation for the Construction (If
Tuskawilla Trails - Phase U (revised March II, 20(3)
Pr jeet No.: 821-01.1
'lbe folluwing list provides further comm ntary to describe the modifications to the "Bid Estimate"
that is presented on the "Bid Estimate an Scheduling ofeost Sharing". The I il\~~ ikm noted below
r~rerences the speci1ic line item on the" id Estimate and Scheduling of Cost Sharing":
ITEM NO.
4.0t Ihrough4.04
.07 anu 4.10
.01 ~nd 5.03
.02
'.04
DESCR1P JON
IFlCA TION
The cast 8" gravity sewer lrunk line on Pawnee Trail wns lowered in order to
provide gravity Se ice for future connectioll to Comlucrcial property cast of
Tuskawilla Trails. The revised cost for these items deducts the det:p pipe
construction and dus shallow pipe construction. In additiOll, once [he'
commerciaJ COlUle tion is removed, thcn Manhole #9 can be relocated to
Station 10+60 Pa lee Trail. Thi:i results in a reduction in pipe length liOln
298 linear feet to 8 linear feet (sec Allachment D).
Th~ ea~l8" gravity sewer trunk m<lin on Pawnee Trail was lowered in order
to provide gravity s rviee for future connection for Commercial prop(~rly east
of TuskawiUa Tm s. The reviscd cosl for these items lkducts one deep
manhole ,uu.l adds shallow manhole construction.
Due to the COJillCC on to the future Commt:rcial pwpcrty. the wetwc11 was
required to be d~ Jer. In addition Ihe diameter of the wetwell, pumps
electrical control!;,'ite work required 10 bi: enhanced ((I accommodate the
additional flows fr m the future connections. The revised cost is pnnated
based ou the anlid aled flows to the !in st(ltion (see Attadullent A).
The fnl'ce main see ing Phase II only. could have been 2- .112" to A very Park.
In order to provide or futun; deve!l.lpment, a 4" three main was integrated in
(he design at the r uest of the City. The revised cosl denote~ the fee for
construction of a 2 112" torce main [0 nmnection in Avery Park.
8" Gate Valve and Box <ldded to new W' waler main On Nalun::.s Trail at
r~qllesll)rthe City t serve future cOlulcction 10 Commercial property ea!)t of
Tuskawilla Trails.
,)1", D. Webb & Assoc:;att's, In.:.
Page I vf I
Table- I
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr.4.03 1 :42PMj
Page 16/24
M ch II, 2003
B ESTIMATE
iIla Trails Phase II
Prices ~h()wn from low hiddcr.
S\lme quantities chang~d due
tll Ridders cOrrecTions.
Item
No.
Description
Quantity Unit
UlIit
Price
Total
Price
4.01 II PYC Gravity Sewer (0'-6' cut) 50 LF $19.50 $975.00
4.02 " PVC Gravity SeW~T (6'-8' cut) 739 Lf $21.50 $15,888.50
4.03 .. PVC Gravity Sewer (8'-10' cut) 405 Lf $23.50 $9,5J 7.50
4.04 "PVC Gravity Sewer (10'-12' cut) 654 LF $27.00 $17,658.00
4.05 0" pve Gravity Sewer (14'-16' cut) 48 LF $31.50 $1,512.00
4.06 ' Dia. Sanitary Manhole: 0' to 6' Deep 1 EA $2,175.00 $2,175.00 ..
4.07 ' Dia. Sanitary Manhole: 0' to 8' Deep 2 EA $2,435.00 $4,870.00
4.08 ' Dia. San Manhole: 8' to 10' Deep I EA $2,850.()() $2,lS50.00
4.09 r Dia. San Manhole: 10' to 12' Deep 1 EA $3,500.00 $:i,SOO.OO
4.10 I Dia. Si.Ul Manhole: 12' to 14' Deep 1 EA $3,755.00 $J,755.00
4.11 ' Dia. San Manhole: 14' to 16' Deep J EA $4.375.00 $13,12S.00
4.12 anhok Drop Cunnection 2 fA $400.00 $800.00
4.13 , ingle Service COllllection, Sh011 2 EA $300.00 $600.00
4.14 ouble Service Connection, Short 8 EA $320.00 $2.560.00
4.15 ouble Service Connection, Long 7 FA $360.00 $2,520.00
..
. iff Station Complete in-Place (pumps, w well, LS $61,H50.00 $61,850.00
alch, piping, electrical, controls, site wo , etc.)
, pve Force Main and Fittings including R1W
leafing, grubbing, COIlllect to exist. MH, cmoval LS $25,550.00 $25.550.00
replacement of pavers, paving, curb an tence)
I ift Station Telcmetry (SCADA) per City f Winter LS $11,280.00 $II,280.0U
'prings Specifications.
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407425 9596;
~:~/"! :':,i:" :,:-;~~':.;:.t::~qI~~(::;'0::i.';i,:~.s;'::.~~T~:;",:; .:... ~",': :;~ (!, .' _.-:.~ '" ":'" .:,:'.,:?~~~':;~ ~.':;;L ';(::~,\:;': Di ,..!:'~~;,;<~,.~: ,:',L~:;~L.~':'~,'~;;;::;:',,:;,~ ,.:',::::J
6.01
6.02
6.03
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
Apr.4-03 1 :43PM;
Page 17124
M ch II, 2003
Prices shuwn from low bidder.
Some quantities ChliTlged due
to Bidders corrections.
ESTIMATE
-112" PVC PIpe and FittIngs
" pve Pipe and Fittings
-112" Gate Valve and Box
" Gatc Valve and Box
low Off V aJve As~mbJy
Ollilcct to Exisl 12" Water Main on Tu...k wiUa Rd
ore & Jack 18-inch Steel Casing with C' rier Pipe
under Tuskawilla Road
r.: Single SeIVicc Connection, Short
E Single Sc{vice COlmection, LOllg
E Double Service Connection, Short
E Double Sl.'Tvic~ Connection, Long
ire Hydranl & Appurtenance!!;
250
2,780
)
8
2
1
LF
LF
EA
EA
EA
LS
$9.75
$14.25
$350.00
$880.00
$600.00
$3,560.00
$2,437.50
$39,615.00
$350.00
$7,040.00
$1,200.00
$3,560,00
LS $26,775.0{) $26.775.00
3 EA $260.00 $7RO.OO
5 EA $285.00 $],425.00
4 EA $300.00 $1,200.00
9 EA $325.00 $2,925.00
2 EA $2,375.00 $4,750.00
7.01 2" Perforated }lVe Underdrain 254 LF $22.75 $5,778.50
7.02 2" Solid Wall.PVC Undcrdrain Conveya ce Pipe 165 Lf' $10.90 $1,798.50
7.03 ndel'drain Cleanout Box 3 EA $215.00 $645.00
7.04 8" ADS N-12 HOPE Pipe 9R9 LF $25.50 $25,219.50
7.05 4" ADS N-12 HDPE Pipe 152 LF $32.50 $4,940.00
7.06 .6" ADS N-12 HOPE Pipe 216 LF $48.50 $10,476.00
7.07 DOT Modified Type "F" Inlet w/Gratc 5 EA $2,435.00 $12,175.00
7.08 DOT Type "P" Manhole w/Cover 1 EA $1,850.00 $1,8S0.00
7.09 DOT Moditied Type "E" 1nlet wlBlceder Grate EA $3,295.00 $3,295.00
nu Skimmer .
'.
itercd End Section lor 12" Pipe $380.00 $380.00
itcred End Section for 18" Pipe $625.00 $625.00
itered End Seclion for 36" Pipe $1,515.00 $1,515.00
I )5' X 4' Spreader Swalc with Erosion CO! $5.150.00 $5,150.00
o Estirmm: 2 uf J
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-4-03 1 :45PM;
Page 18/24
M h II, 2003
B D ESTIMATE
Prices shown from low bidder.
Some quantities changed due
to Bidders con'ectiolls.
Tusk willi Trails Phase II
(3'iI~f:::' '; \ ~::"ti.\'/<~YT(;C~~It'(~!( ; :,~.:':~ :/.~~J;~7.:'::::',;.~;::~~:\:~ . .~: . ~C\~;!:} :.::.:)t:':~; r:~~:::.:.=~r~:}~,~~::'.~~~~,;~!jDt::~\-t.-.Z ".:;.5f::'~[.<~~2~,-::;.{~'::':~:'~, .:~ ~
" Compact~d Subbase
" Compacted SoiJ-C~ment Base
" FDOT Type I Asphaltic Concrete Surf t:e
2" x 12" Cone. Ribbon Curb & Stab. Su grade
$9,468.00
$26,510.40
$14,728.00
$25,760,70
10.02
emovclRelocate Natures Way Urlpavcd oadway
.cmove Fen\;e & Install Knock-Down Fe ce
at southtasl end (If Mohawk Trail
rcrutectuml Pavers Section (Curb, Cone
and Brick)
treet Signs and Pavement Striping
LS
$1,400.00
$1,40U.00
10.03
2
EA
$2,500.00
$5,000.00
B d P.:;tilllate J \)f)
Sent By: BROWNIWARDISALZMAN&WEISSIP.A.j 407 425 9596j
Apr-4-03 1 :46PMj
Page 19/24
ACHMF.NT A
Determination of Cos Sharing of Lift Slntilln Construction
Based on Wastewater Flow
Tusk willa Trails Phnse II
Marc-II II, 2003
I
.
r.
,j
"
~
· Jtems 5.01lUld 5.03 on Bid Estimate a~umes oral COsl 01'$13,130.00 for Lift Staliun eunstr.
($61,850.00 + $11,280.00 -; $73, 3U.00)
.. Wa.'ltewater flows from FDEP Permir/Sanit, Sewer Repon dated November 2002.
.... WW flow trom Residential estimntcd lrom 6. 1.4) acre lots and 300 gpo per 101.
..... Combined percellt.lge ofl'hase 1 and II is 2.85% ($38,654.UO). This vdlue is split 10 items
5.01 and 5.03 on the "Uid Estimate no Schedule of Cost Sharitl.!\", sheet attached.
A TT ACHMENT B
en
(0
::J
....
C(}}\IPA:RISON ()F SMUT AR'.; SEWER CHANfilt \\rITftOt"T COMIV1L.KC!AL
IJJ
'<
Tuskawilla Trails Phase II
March 11, 2003
IJJ
:0
~
~
:0
o
en
l>
r
N
;s:
l>
:2
110
~
H
en
en
"1l
l>
From tvIH
toMH
Vt,-'W to 1 10 48 48
It.o2 8 2"'" 5 I 272 51
I.
2 to 3 8 388 175 213
3 to 9 8 17 133 148 85
1 to 4 8 1"'" 1.....
,.3 U
4 to 5 8 30 30
4 to 6 8 252
6 to 7 8 288 288
7 to 8 8 50 46 SO 46
50 739 405 654 48 310 547 272 506 48
l:.
o
...,
l:.
I\)
U'I
lD
U'I
lD
C)
2
3
4
5
6
l>
-0
,
l:.
o
c.>
l:.
(l:)
"1l
;s:
8
9
2
3
3
o
3
,.
Note: By nO' serving the commercial area. manhole #9 is relocated to station t 0+60 new Pawnee Trail
This results in a reduction in pipe length from 298 Ifro 85 If.
"1l
D>
(Q
(0
I\)
o
--
I\)
l:.
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :48PMj
Page 21/24
Ma ch 11,200.l
DID ESTIMATE.AND SCHEDULE OF COST SHARING
Tusks ilia Trails - Phase II
Item
No.
Description
Quantity Unit
Unit
Price
T ot31
Price
4.0) " PVC Gravity Sewer (0'-6' cut) (add 16' ~ 3Hl T..F $19.5U $6,045.00
4.02 " PVC Gravity Sewer (6'-8' cut) (dedud 92) 547 1.17 $21.50 $J 1,760.50
4.03 11 PVC Gravity Sewer (8'.10' Cllt) (dedu 1.13) 272 Lf $23.50 $6,392.00
4.04 It rve Gravity Sewer (t 0'- t2' ,ut) (ded /48) 506 LF $27.00 $13,662.00
4.05 0" PVC Gravity Sewer (14'.16' Cllt) 48 LF $31.50 $1,512.00
4.06 I Dia. Sanitary Manhult::; 0' to 6' Deep 1 F.A $2,175.00 $2,175.00
4.07 ' Dia. Sanitary Manhole: 6' to 8' Deep (a J 1) 3 EA $2,435.00 $7,305.00
4.08 ' Dii.t. San Mcmhole: 8' to 10' Deep 1 EA $2,850.UO $2,850.00
4.09 ' Dja. San Manhole: 10' to 12' n~p 1 fA $3,500.00 $3,500.00
4.10 I Dia. Sun Manhole: 12' to 14' Deep (de 0 EA $3,755.00 SO.OO
4.11 I Dia. San Manhole: 14' to 16' D~ep 3 EA $4.375.00 $13,125.00
4.12 anhole Drop Cowlection 2 EA $400.00 $800.00
4.13 ingle Service COIUlcction, Short 2 EA $300.00 $600.00
4.14 ouble Service Connection, Short 8 f::A $320.00 $2,560.00
4.15 oubJe Service Connection, Long 7 EA $360.00 $2,520.00
ift Station Complete in-Place (pumps, w well,
5.01 atch, piping, elcclrical, c<ll1lrnls, site wo k, etc.) LS $32,687.73 $32,687.73
(Phase /&11 part uf Lift Stat;uII el'.fl, .fee ..1Uac menl "A ")
" I'Ve Force Main and Fittings including 1{JW
5.02 learing, grubbing, connect to exist. MH, cmoval LS $17,033.33 $J 7,033.33
replacement of pavers, paving, curb an tence)
(dedllcllI.1, use 2-//2" I'M)
in Slatiun Telemetry (SCADA) per City f Winter LS $5,966.27 $5,966.27
prings Specifications (see Attachment "A'')
Schedul of Cost Sharing J 00
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-4-03 1 :50PM;
Page 22/24
Mn ell 11,2003
BID ESTIMATE AND SCHEDULE OF COST SHARING
Tuska ilia Trail!! . Phase n
i"" ;;';':,' .~: iY~~~-; :;t::. '~:;:;t~-::I:c}~)f:~'~:;~i\<~.~.7.,~ .:.:~ .::}:: :":', .;,~: .'..:',:::'~~~~'~:~:/:;:~ j? ':' ;CL\:!:~!:f :':.~~E~~;:.~,i(~mit1~;~~~:{:~'~;;~~;::;~t~~':::'\::;:::\,:'::J
6_01 -1/2" PVC Pipe and Fittings
6.02 " rve Pipe and Fittings
6.03 .1/2" Gate Valve and Box
6.04 " Gate Valve anu Box
6.05 low OffVnlve Assembly
6.06 'onnect to Exist 12" Waler Main on Tus willa Rd
ore & Jack 18-inch Steel Casing with C. ier Pipe
under Tuskawilla Road
F Single Service Connection, Short
E Single Service Connel:lion, Long
E Double Service Connection, Short
E Double Service Conneclion, Long
ire Hydrant & AppUItenunces
250
2,780
1
7,
2
I
LF
LF
EA
EA
EA
LS
$9.75
$14.25
$350.00
$88U.OO
$600.00
$3,560.00
$2,437.50
$39,615.00
$350.00
$6,160.00
$1,200.00
$3,560.00
1.8 $26.775.0U $26,775,00
$260.00 $780.00
$2H5.00 $1,425.00 ~1
~
$300.00 $1,200.00 f:.
$325.00 $2.925.00
$2,375.00 $4,750.00
7.01 2" PcrJ()rated rve Underdrain 254 LF $22.75 $5,178.50
7.02 2" Solid Wall PVC (Jndcrdrain Cllnvtya ce Pipe J65 LF $10.90 $1,79IUO
7.03 nderdraiu CJemlOut Box 3 fA $215.00 $645.00 o'
:
7.04 8" ADS N-12 I.IOPE Pipe 989 LF $25.50 $25,219.50
7.05 " ADS N-12 IlDPE Pipe 152 LF $32.50 $4,940.00 .'
7.06 . 6" ADS N-12 HDPE Pipe 216 LF $48.50 $10,476.00
7.07 1 DOT Mouilit:u Type "F" Inlet w/Grate 5 EA $2.435.00 $12,175.00
7.08 DOT Type "P" Manhole w/Cover I EA $ J ,850.00 $1,H50.00
7.09 DOT Modified Type "E" Inlet w/Blccdcr Grate EA $3,295.00 $3,295.00
lld Skimm~r
itered End Section for 12" Pipe $380.00 $3S0.00
itered End Section for 18" Pipe $625,00 $625.00 "
itel'ed End Section for 36" Pipe $1,515.00 $1,515.00
5' x 4' Spreader Swale with Erosion Co $5,150.00 $5,150.00
S\:h\:t1ul of Cost Sharillg 2 of 3
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :51PMj
Page 23/24
Ma 'h 11,2003
DID ESTIMATE AND CHEDULE OF COST SHARING
Tu~ka ilia Trails - Phase II
FT~:7"!i; :'E\"~:) ;'iys~;rr;\ ~:,:';~:(:':~'[~':.'rl:.' ~:', :;' :'.. )~:\-~-_;>.. ',:-,'.~::.- :,;': :,;' :~,':~ ~., '.~' ~:':':'-". ::::,:::.~,:;~:;;~j',:',;!~:if. ;E~~:;~:\:::~t:fC~~~.::;t]~~ti1;>~':;';~~;0~(Y;~::{:~:.:>;:.':'.,'.;~::'.J
" Compacted Suhbase
" Compacted Soil-Cement Base
" FOOT Type I Asphaltic Concrete Surf:
2" x 12" COllC. Ribbon Curb & Stab. Su
$9,468.00
$26.510.40
$14,728.00
$25,760.70
~
.~.
~
1
LS
$1,400.00
$1,400.UO
!.'"
2
EA
$2,500.00
$5,000.00
.:"-
~
",
.'
~
r-
~~
Schedul ofCoSI Stuuing .3 un
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.j 407 425 9596j
Apr-4-03 1 :53PMj
EXHIBIT "C"
TREE PR TECTION GUlDEUNES
1. Prior to construction or dun site preparation, barricading suitable to the City's
arborist shall be erected and aintained around all trees to be preserved in order
to establish a tree protection ea. All trees to be preserved shall be identified on-
site by harmless marking or b nding.
2. Prior to construction, tree pr teetion signs shall he posted and maintained at all
tree protection areas. The co actor shall make every effort to protect all existing
trees to be preserved durin site preparation and construction. Placement of
material, machinery, ulility I eSt soil, hazardous liquids, or vehicles within the
tree protection area shall be trictly prohibited. Materials, wires, signs, or nails
shall not be attached to any t ee unless such materials are needed to preserve the
tree.
3. Unless another suitable tech ique is approved by the City's arborist. the tree
protection barriers shall be c structcd as follows: Uprights - 4" x 4" lumber on
eight-foot (8) minimum cent s; horizontals - the equivalent of one (I) course of
211 x 4" lumber.
4. Tree prolt:1.1ion barriers shall emain in place until construction is fully completed
and all paving, construction, d heavy equipment is off the Property.
5. All trees to be preserved shall have their natural soil level maintained. All efforts
shall be made through the ading and drainage plan to maintain the natural
drainage to and rrom such tr
6. Any tree that may need to e moved tor any reason during the construction
process shall he relocated 0 y under the direction and written approval of the
City's arborist.
7. Properly install and maintain ltration and ~ediment control barriers around trees.
8. Root and canopy pruning sh 11 be required by a qualified lSA arborist. Any
damaged roots shall be clean t and covered by clean fill.
9. Owner shall abide by lhe refl estation standards set forth in Ordinance 2002-08,
as amended, for all trees dama ed or destroyed during construction.
Page 24/24
ATTACHMENT C
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
REGULAR MEETING - MARCH 10,2003
PAGE 15 OF 20
REGULAR
20. D.Community Development Department
Recommends Approval For Final Engineering For M.A. Garcia's
Roadway/Driveway Relocation.
Mr. Baker introduced this Agenda Item.
Brief discussion.
"I WOULD LIKE TO GO AHEAD AND MOVE THIS." MOTION BY
COMMISSIONER McLEOD. SECONDED BY COMMISSIONER BLAKE.
DISCUSSION.
VOTE:
COMMISSIONER McGINNIS: AYE
COMMISSIONER McLEOD: AYE
DEPUTY MAYOR MILLER: AYE
COMMISSIONER BLAKE: AYE
MOTION CARRIED.
REGULAR
22. F. Community Development Department
Requests The City Commission Approve The Development Agreement And Final
Development/Engineering Plans For The Proposed Tuskawilla Trails Phase II
Subdivision (An Expansion Of The Existing Mobile Home Community).
Mr. Baker explained this Agenda Item and stated, "We recommend approval of the
Development Agreement with the exception of some of the Arbor issues."
Mr. Michael Mingea, Arborist/Environmental Inspector, Community Development
Department commented on arbor permits and replacement trees. A document with
calculations was then provided to the City Commission.
Discussion.
Mr. John B. Webb, P.E., John B. Webb & Associates, Inc., 925 South Denning Drive,
Winter Park, Florida: as the Civil Engineer for this project, Mr. Webb commented on
the Development Agreement.
Further discussion.
~
CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
REGULAR MEETING - MARCH 10,2003
PAGE 16 OF 20
Commissioner Blake pointed out that "In this particular Agreement and on this particular
project, there hasn't been any request to utilize tree credits from a portion of the property
that is going to be placed in conservation where the trees aren't going to be taken down."
Discussion.
"I WOULD LIKE TO GO AHEAD AND MAKE A MOTION THAT WE
APPROVE THE DEVELOPMENT AGREEMENT AND THE FINAL
DEVELOPMENT ENGINEERING PLANS FOR TUSCA WILLA TRAILS -
PHASE II SUBDIVISION." MOTION BY COMMISSIONER BLAKE.
SECONDED BY COMMISSIONER McLEOD. DISCUSSION.
ATTORNEY GARGANESE SAID THAT HE HAD CONCERNS,
"PARTICULARLY SUB PARAGRPH 'm)' REGARDING THE APPLICATION
OF THE ARBOR ORDINANCE."
Tape 3/Side A
ATTORNEY GARGANESE ADDED, "TIDS AGREEMENT DOESN'T
PROTECT THE CITY'S INTEREST IN MY OPINION. IT NEEDS TO BE RE-
DRAFTED. "
THE CITY CLERK WAS ASKED TO RESTATE THE MOTION, AND DID.
VOTE:
COMMISSIONER BLAKE: NAY
COMMISSIONER McGINNIS: NAY
DEPUTYMAYORMILLER: NAY
COMMISSIONER McLEOD: NAY
MOTION DID NOT CARRY.
Attorney Garganese said, "Let me make a recommendation that we just go back and look
at this Arbor Ordinance provision, and the information that Staff has provided and work
out the appropriate language and bring it back to you at the next Meeting."
Commissioner Blake said, "In the future, I would hope that when we get an Agenda Item,
it is ready to go, when we get it."
REGULAR
23. G. Community Development Department
Requests That The City Commission Schedule A Workshop To Discuss The Need
For Changes To The Code Of Ordinances Related To Boat Docks.
A Workshop was suggested for 5:00 p.m., prior to the beginning ofthe second Meeting in
April.
,Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:26PM;
Prepared by and rdurn to;
Anthony A. GargellCSC. Esquire
Brown, Sal7.man, WeiJJ & Gargane.ll'., P.A.
Pu~t Officc Box 2873
OrlandD, Florida 321102-2873
(401) 425-9566
PARCEL I.D. NO.
BINDING DEVELOPMENT AGREEMENT
THIS DIN DING DEVELOPMENT AGREEMENT ("Agreement"), made and
executed this _ day of , 2003 by and between the CITY OF
WINTER SPRINGS, a Florida municipal corporation ("City") whose address is lJ26
East State Road 434, Winter Springs, Florida 32708, and SEMlNOLE PINES
ASSOCIATES, LTD., a Florida limited partnership ("Owner"), whose address is 3801
Bee Ridge Road, Suite 12, Sarasota, Florida 34233,
WITNESSETH:
WHEREAS, Owner is constructing a second phase to an existing Manufactured
Housing Cummunity denoted Tuskawilla Trails, Phase U, on real property located within
the City of Winter Springs Town Center; and
WHEREAS, the parties desire to memoriaJize their mutual understanding that the
real property will be developed as the Tuskawilla Trails, Phase TT, project in accordance
v.ith the Town Center Zoning District requirements adopted by the City, (the "Project");
and
WHEREAS, this Agreement was entered into in conjunction with the City
Commission of Winter Springs' approval of the Final Devdopment Plan for TuskawiUa
Trails, Phase IT, on April 14, 2003 ("Final Development Plan").
NOW THEREFORE, in consideration of lhe mutual promises and covenants
contained herein, the parties mutually agree as follows:
Section 1.
this reference.
Recitals. The foregoing recitals are hereby incorporated herein by
Section 2. Authority. This Agreement is entcrcd into pursuant to the Florida
Municipal Home Rule Powers Act.
Page 1 00
Page 2/23
u y. ~n Vlj'il~ , li""""n U , .;:)J-\L L.IVlJ.\I'I6',V'It:.L ~\:) , t"' . A.. j
4Uf 4c::l ~::l~ti;
Apr-9-03 4:26PM;
Section 3. Subiect Property. The real property subject to, and bound by the
terms and conditions of this Agreement, is legally described on Exhibit "A"
(".Property"), which is attached hereto and fulJy incorporated herein by this reference.
Section 4. Reoresentations of Owner. Owner hereby represents and
warrants to City that Owner has the power and authority to execute, deliver and perform
the terms and provisions of this Agreement and has taken all necessary action to
authorize the execution, delivery and performance of this Agreement. This Agreement
will, when duly executed and delivered by Owner and recorded in the public records of
Seminole County, Florida, constitute a legal, valid and binding obligation enforceable
against Owner and the Property in accordance with the terms and conditions of this
Agreement. Owner represents it has voluntarily and willfully executed this Agreement
for pUrposes of binding the Property to the terms and conditions set forth in this
Agreement.
Section 5. Owner's Oblieation!l and Commitments. Tn consideration of the
City entering into this Agreement with Owner, Owner voluntarily agrees as follows:
5.1 Parks and Recrea.tion Concurrency: Owner a.cknowledges that the City
currently has on-site parks and recreation concurrency requirements
pursuant to City Code. For purposes of satisfying the concurrency
requirement, the City agrees to calculate said requirement by combining
Phase 1 and Phase II of the Tuskawilla Trails development, Dased on said
calculation, Owner shall be required to construct and maintain in
perpetuity a nature trail around the entire perimeter of the Wet Detention
Pond and an open playground area, as depicted and specified on the Final
Development Plan. The nalur~ trail and playground area shall be
constructed and maintained in good condition in accordance with the Final
Development Plan. Said trail shall consist of a six (6') foot wide,
compacted subgrade, mulch surface deemed suilabl~ for walking by the
City. In addition, Owner shall install and maintain in good condition a
nature trail, playground identification sign and a park bench as depicted
and specified in the Final Development Plan.
5,2 Landscaoe..lllJ.ffer: Owner shall maintain in a uniform and good condition
a twenty-five foot (25') minimum landscape buffer-yard along the right-
of-way called Nature's Way. There shall be no tree removal or grubbing
with mechanical equipment in this buffer area with the exception of two
(2) IS-foot v.ide utility easements shown on the Final Development Plan.
5,3 Potable Water: Potable water service shall be provided by the City water
!\ystem by way of connection to the existing 12" water main on Tuskawilla
Road and extension of an 8" water main to the Property. Design and
construction of all lines, fire hydrants, and appurtenances shall conform to
City and Florida Department of Environmental Protection standards. Upon
certification of construction completion, the City will take over ownership
P.agc 2 of7
Page 3i23
~enl ~y: ~HUWN,WAHU,~ALLMAN&WElSS,P.A.j 407 425 9596;
,
Apr-g-03 4:27PMj
Page 4/23-
and operate the lines, stations and appurtenances up to the boundaries or
each individual lot line.
5.4 Sanitary Sewer: Sanitary sewer service shall be provided by the City
sanitary sewer system by way of connection to the existing wastewater
system serving the adjacent subdivision called Avery Park via
construction of a City-owned lift station and 4 II sewer force main. Design
and construction of all lines, lift stations, and appurtenances shall conform
to City and Florida Department of Environmental Protection standards.
Upon certification of construction completion, the City will take over
ownership and operate the lines, lift stations, and appurtenances up to the
boundaries of each individual lot line.
5.5 Additional Construction Reimburs~l}1ent: Construction of Tuskawilla
Trails, Phase II, includes water and sewer amenities that have been
oversized to accommodate areas in addition to the Property. The City has
agreed to share, in part, the actual cost of the surveying, design, permitting
and construction activities over and above that needed for the Property.
The City's share of the actual costs is generally set forth in the
memorandum to Kip Lockcuff, City Utility Director, from John Webb,
originally dated February 12, 2003, and revised March II, 2003, A copy
of the memorandum is attached as Exhibit "R" and fully incorporated
herein by this reference. The City shall pay its share of the costs within
fourteen (14) days of the City accepting ownership of the water and sewer
utilities required under Paragraphs 5.3 and 5.4 of this Agreement.
5.6 Seminole County Ril:!ht-of-way Utilization. Owner shall be required lO
obtain all Seminole County right-ot:'way utilization permits deemed
necessary to extend water and sewer to the Property. Copies of the
permits shall be provided to the City promptly upon Owner's receipt.
5.7 Sidewalks and Roadwavs: It is the intent and purpose of this Paragraph to
develop Tuskawilla Trails, Phase 11, consistent with Phase I with respect
to sidewalks and roadways. Therefore, sidewalks shall not be required for
Phase II. In addition, the road right-of-way for Phase 11 shall be thirty (30)
feet in width, including ribbon curbs, as depicted in the Final
Development Plan.
5.8 Mohawk Trail Fence: The existing fence on the south end of Mohawk
Trail will be removed and replaced with a "knock-down" fence in
accordance with the standards established by the City's Fire Department.
5.9 Tree Ordinance:
(a) Tree Replacement Assessment. Since Owner originally filed its
Application for Preliminary and Final Development Plan Approval prior
Page 3 of 7
~enl ~y: ~HUWN,WAHU,~ALLMAN&WclSS,P.A.; 407 425 9596;
Apr-9-03 4:27PM;
to the adoption of Ordinance No. 2002-08 repealing Chapter 5, Winter
Springs Land Development Code, regarding tree protection and
preservation, Owner is vested to a limited extent to be regulated under
Chapter 5 of the Winter Springs Land Development Code as it existed
prior to the adoption of Ordinance 2002-08 (Chapter 5 prior to its repeal
shaH be referred to as the "Tree Ordinance"). Particularly, Owner is only
vested with respect to tree removal and replacement rights and tree
replacement assessments and credits as more specifically granted and set
forth in the Final Development Plan and the Landscape Site Plan approved
by the City Commission on April 14, 2003, and this Agreement. Owner
acknowledges and agrees that no other vesting from Ordinance 2002-08
has been granted by the City. In the event that the approved Final
Development Plan should ever be deemed by the City to be abandoned
pursuant to the City of Winter Springs Land Development Code, lhe
limited vested right involving the Tree Ordinance granted hereunder shall
no longer be applicable and any development on the Property subsequent
to such abandonment of the Final Development Plan shall comply with
Ordinance 2002-08 as amended from time to time.
(b) Tree Protection Guidelines. Owner and its construction
contractors shall fully comply at all times with the Tree Protection
Guidelines set forth in Exhibit "C" attached hereto and made part hereof
by reference.
(c) Arbor Permit Fees. Based on 899 trees being removed from the
Property, Owner shall pay the City Nine Thousand One Hundred Eighty
and No/lOa ($9,180.00) Dollars i.n arbor permit f~s. Said fees shall be
fully paid at such time required by City policy.
(d) Tree Credits. Based on the tree credits earned by Owner for the
enhanced landscaping being provided pursuant to the Landscape Plan,
Owner is not required to pay any money to the City's tree bank.
5.10 Utility Easements: Within thirty (30) days of the effective date of this
Agreement, Owner shall grant to the City. in a fom1 acceptable to the City
Attorney. the following utility casements:
(a) A blanket utility easement over, on and under all roadways
constructed and depicted on the Final Development Plan.
(b) Three (3) fifteen (15) foot utility easements over, on, and under the
areas depicted on the Final Development Plan,
(c) A I ift station utility easement over, on, and under the area depicted
on the Pinal Development Plan.
Page 4 of7
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~enc ~y: ~HUWN,WAHU,~ALLMAN&W~lSS,~.A.; 407 425 9596;
Apr-9-03 4:27PM;
Page 6/23
Owner shall be responsible for providing legal descriptions acceptable to
the City for all easements required by this Agreement.
5. II Final Development and Landscape Plnn: Owner sha1l construct the
Project in accordance with the requirements of the .Final Development
Plan and Landscape Plan approved by the City Commission on April 14,
2003, as may be amended upon Owner's request from time to time by the
City Commission. The requirements of the Final Development Plan and
Landscape Plan are fully incorporated herein, and deemed a material part
of this Agreement, by this reference.
Section 6. Successors and Assiens. This Agreement shall automatically be
binding upon and shall inure to the benefit of the successors and assigns of each of the
parties.
Section 7. Applicable Law. This Agreement shall be governed by and
constructed in accordance with the laws of the State of Florida.
Section 8. Amendments. This Agreement shall not be modified or amended
except by written agreement duly executed by both parties hereto and approved by the
City Commission.
Section 9. Entire Aereement. This Agreement supersedes any other
agreement, oral or written, and contains the entire agrt:ement between the City and
Owner as to the subject matter thereof
Section 10. Severability. If any provision of the Agreement shall be held to
be invalid or unenforceable to any extent by a court of competent jurisdiction, the same
shall not affect in any respect the validity or enforceability of the remainder of this
Agreement.
Section 11. Effective Date. This Agreement shall become effective upon
approval by the City of Winter Springs City Commission and execution of the Agreement
by both parties.
Section 12. Recordation. This Agreement shall be recorded in the public
records of Seminole County, Florida, and shall run with the land.
Section 13. BelationshiD of the Pa.rties. The relationship of the parties to this
Agreement is contractual and Owner is an independent contractor and not B.n agent of the
City. Nothing herein shall be deemed to create a joint venture or principal-agent
relationship between the parties, and neither party is authorized to, nor shall either party
act toward third persons or the public in any manner which would indicate any such
relationship with the other.
Page 50f7
Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9.03 4:28PM;
Page 7/23
Section 14. Sovereien Immunit~ Nothing contained in this Agreement shall
be construed as a waiver of the City's right to sovereign immunity under Section 768.28,
Florida Statutes, or any other limitation on the City's potential liability under state and
federal law.
Section t 5. City's Police Power. Owner agrees and acknowledges that the
City hereby reserves all police powers granted to the City by law. In no way shall this
Agreement be construed as the City bargaining away or surrendering its police powers.
Section 16. Interpretation. The parties hereby agree and acknowledge that
they have both participated equally in the drafting of t.his Agreement and no party shall
be favored or disfavored regarding the interpretation to this Agreement in the event of a
dispute between the parties.
Section 17. Permits. The failure of this Agreement to address any particular
City. county, state, and federal permit, condition, term, or restriction shall not relieve
Owner or the City of the necessity of complying with the law governing said permitting
requirements, conditions, temls, or restriction.
Section 18. Third Party Ril!hts. This Agreemcnt is not a third party
beneficiary contract and shall not in any way whatsoever create any rights on behalf of
any third party.
Section 19. Specific Performance. Strict compliance shall be required with
each and every provision of the Agreement. The parties agree that failure to perform the
obligations provided by this Agreement shall result in irreparable damage and that
specific performance of these obligations may by obtained by suit in equity.
Section 20. Attornev's Fees. Tn connection with any arbitration or litigation
arising out of this Agreement, the prevailing party shall be entitled to recover reasonable
attorney's fees and costs though all appeals to the extent permitted by law.
Section 21. Future Rczonin~eveloDment Permits. Nothing herein shall
limit the City's authority to grant or deny any future rezoning or development permit
applications or requests subsequent to the effective date of this Agreement. In addition,
nothing herein shall be construed as grunting or creating a vested property right or
interest in Owner or on the Property.
[Signature Page Follows]
Page 6 of7
Sent By: BAOWN,WAAD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:28PM;
IN WITNESS WHEREO}i' the parties have hereunto set their hands and seal on
the date first above written.
Signed, sealed and delivered
ill the pre.'\ence of
SEMINOLE PINES ASSOClA TES, L m.
Il Florida limited partnership
(print Name of Witness)
By:
(prim ~ner/ Attorney Name and Title)
(Print Name of Witness)
CITY OF WINTER SPRINGS,
II Flor'ida municipal corporation,
ATTEST:
By:
JOHN F. BUSH, Mayor
ANDREA LORENZO-LUACES, City Clerk
STATE OF FLORIDA)
COUNTY OF SEMINOLE)
The foregoing instrument was acknowledged before me this _ day of
, 2003, by , an individual, who is personally
known to me or who produced as identification.
Signature of Notary Public
AFFIX NOTARY STAMP
(Print Notary Name)
My Commission Expires
Commission No.:
Page 7 of?
Page 8i23
~ent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-g-03 4:28PM;
Page 9i23
BINDING DEVELOPMENT AGREEMENT
EXHlBIT LIST
1.
2.
3.
Exhibit <<A"
Exhibit "B"
Exhibit "e"
Legal Description
Memorandwn of Cost Sharing
Tree Protection Guidelines
Sent By: 8ROWN,WARO,SALZMAN&WEISS,P.A.; 407425 9596;
Apr-9-03 4:28PM;
EXHIBIT "A"
BOUNDARY DESCRIPTION (TUSKAWlLLA TRAILS - PHASE 11):
A portion of Lot 59, Block "D", D. R. MITCHELL'S SURVEY OF T.HE LEVY
GRANT ON LAKE JESSUP recorded in Plat Dook I, Page 5 Public Records of
Seminole County, Florida being more particularly described as follows:
Commence at the Northwest corner of Lot 38 Block "D" of said D. R.
MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, thence
N83050'35''E a distance of 1929.6\ feet along the Northerly line of Lots 38, 37,
and 36 of said "BLOCK D" to the Northeast Corner of said L.ot 36 of BLOCK
liD"; thence S22002'47''E a distance of2\40.93 feet along the Easterly line of said
Lots 36 and 59 of BLOCK liD" to the Northerly line of TUSKA WILLA recorded
in Plat Book I, Page 5 of the Public Records of Seminole County, Florida; thence
N87004'22"W a distancl:: of 148.66 feet to the POINT OF BEGINNTNG of the
herein described parcel; thence continue N87004'22"W a distance of 821.65 feet;
thence S03034'58"W a distance of 25.00 feet; thence N87027'51 "W a distance of
488.66 feet; thence N02055'20"E a distance of 358.41 feet; thence S87004'40"E a
distance of 116.63 feet; thence S06033'10''E a distance of 25.35 feet; thence
S87004'40''F a distance of37.94 feet; thence N67057'06"E a distance of 185.57
feet; thence S22002'S4/1E a distance of30.29 feet; thence N67057'13/1E a distance
of 122.16 feet; thence S22002'58''E a distance of 74.12 feet; thence S87004'40"E
a distance of 498.88 feet; thence S21043'08"E a distance of 247.77 feet to the
point of curvature of a nontangent circular curve, concave to the Northwest,
whose radius is 150.66 feet and chord bearing is N73011'25"E and chord distance
is 27.51 feet; thence along the arc of said curve through a central angle of
1 0028'24" for a distance of 27. S4 feet; thence N67057' 13"E a distance of 1 04.59
feet to the poinl of curvature of a circular curve, concave to the Northwest, whose
radius is 25.00 feet and chord bearing is N22057'I3/1E and chord distance is J5.36
feet; thence along the arc of said curve through a central angle of 90000'00" for a
distance of39.27 feet; thence S22002'47"E a distance of222.26 feet to the POfNT
OF BeGINNING. Containing 9.25 acres of land, more or less.
Page 10/23
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Apr-9-03 4:29PMi
Page 11/23
EXHIBIT "B"
/John JJ. WebIJ k Assodates, Inc. e(JHsulting tngineers_
925 S. DENNING DRIVE, WINTER PARK, FLORIDA 32789
February 12, 2003 (revised March J J, 2003)
City of Winter Springs, FloriuOJ
1 J 26 East State Road 434
Winter Springs, Florida 32708-2799
Telephone:
F~c.simile:
407-327-1800
407-327-6695
Attention: Mr. Kip Lockcun~ P.E./Utilily Director
City of Winter Springs
Re: . C~Iculation of Cost Sharing (revised per UUI- disc.ussion)
Tuskawilla Trails Phase n Constructioll
Project No.: 52.1-0./.1
Dear Mr. Lockuff:
John B. Webb & Associates, Inc. (JBW&A) 011 behalf of' Sunshine CommuniLies/Seminole Pines
Associales has developed the following eVc.lillCltion of Cost Sharing for the surveying, engineering,
and con~lr\.lction of the above relerencl~d project. This comes as a re~ult o!" our previuus discu~sions
involving modifications to the con~truction plans to provide amenities to the henefit of the City
which would :normally not have been included in the design.
The items gCJlerally fall in these categories:
ITEM
(Try COST SHARE
Additional Construction Tlt::ms
Additional Engineering
TOTAL
$51,372.-17
$ 3.684.83
$55,057.00
The ensuing describes the process used in the eslab/ishm~nl or the.)e costs:
ITEM 1:
Adpitional Constmction Items
This item encompasses those intendcd improvements which are to th~ benefit of the
City which would normally. not have been included in the design. These ilems were
included in construction at the request of the City of Winter Springs_
E-MAJL: WEBe.E~~GR@AOL.COM · PHONE (407) 622.-9322 . FAX: (407) 022-9325
$ent By: 8ROWN,WARO,SALZMAN&WEISS,P.A.j
407 425 9596;
Apr-9-03 4:29PM;
Page 12/23
Mr. Kip LOl:kcuff, P.E.lUtility Director
l.'chrllary 12, 2003 (revi!\cd March 11,2003)
Page 2
Attached Please find the following:
Table) - Cost Sharing Evaluation for Cnn~trtJclion ()f Tuskawilla Traits _
Phase II (revi sed March 11, 2003)
nid Estimate
Attachment A - Determination orCust Sharing of Lift Stalion Comitruction
Based on Wastewater Flow.
AttachmentD - Comparison of Sanitary Sewer Change Without Commen;ia!.
Bid E.sti mate and Schedule of Cost Shari ng
The '"l3id Estimate" detilils the lowest responsihle bidders estimated line item cost
for construction. The "Bid E5timatc and ~khed1.lJe of Cost Sharing" documents the
differcnce between the estimated cost for construction of the project in accClTdance
with the current plans t:ompared to the estimated cost Jor constrLH.:tion without the
additions requested by th~ City. Enclosed is "Table 1" which further describes itcln
by item the quantity and cost diflerences dOL;UII1l:nl~d in the "Bid Estimate and
Schedule of Cost Sharing".
TEM II:
Additional EnJ,!ineering
JBW&A in acenrrlance with oWl1~r's instruction modiJied the constrll~tjOIl plflns to
provide amenities to the he.nefit of the City which would norm..l/y nOT have heen
included in the design. Thc[.je generally included the design,. calculations,
engineering and plan pn::paration/modific~tlion For the following:
A. J13 W &A prepared an '"Evaluation 0 r Wastewater Transmission System
Aligrunent" rcport dated March 7, 2002, which included estimated flows
horn Tuskawilla Traib Phase IT, the Commercial Pmp~rly lying immediately
east ofTuskawiUa Trails and Re~idential Property lying between Tuskawilla
Trails and Avery Park. The eVfl!\l<ltion induded sJ7ing of pump station and
pumps to manage thi.s flow, and. three (l) alternate lore\,; main routes for City
evaluation. City staffrcvieweJ the evaluation and made recommendation on
the preferred route. This route and pipe ~i7.illg WJS cuoLigured to
accommodate future conn~l:tiul1$ for the a(cas nul~d above.
. hn n Wehh & A.~.!()ciares. Inc.
('''.I't Sh(J/'/.ng 3-11-03
Sent By: 8ROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr.9.03 4:29PM;
Page 13/23
Mr. Kip Lockcuff, P.E./lJtility Director
February 12,2003 (revised March 11,2003)
Page 2
B. Evaluation and setting of manho les and inverts in the COUlm~rdal pmpt:tty
immediately east of Tuskawilla Trails in order to set the proper depth of the
connection manhole (#9) in Phase 11.
C. Evaluation and sizing ofLi fl Station and pumps in Mder to mana!?e the flows
from nOl only Phase II but al.l>o the total huild-ollt of Commercial Prop~rty
east of Phase IT and Residential .Properly ~o\lth of Tll~kawilla Trails.
lca'ie note Sunshine Communities, Jnc.lTuskawilla Tails would expect to receive to lheir (futurt::)
redit a pro-rated share or the cost for the lift station construction when the Phase I sanitary sewer
s conslructed (i.e. they arc prepaying $31,545.00 or 43.14% ofthc tOlal lift station cost for the
nticipated Phase r sanitary sewcr now, see Attachment "A").
.
~
,~
Our prompt review and approval of the cost sharing estimate would be appreciated as the
uskawilla Trails Phase n Final Development Plans and Developer's Agreement will be finalized
n the near future.
f you should have any yuestion or require additional information, dQ not hesilate to contact our
fficc.
'inccrcly,
OnN B. WEBB & ASSOCIATES, INC.
060;e:2 rr~~\1,
enior Project Manager
He Ios UTes
'.'
Todd Newby, Property Managt::r/Tuskawilla Trails/Sunshine Communities, Tnc.
hn n. W~hh & A.uf1cia/es, Inc.
CO!;J Sharing J-J '-OJ
Sent By: BROWN,WARO,SALZMAN&WEISS,P.A.;
407 425 9596;
Apr-9-03 4:30PM;
Page 14/23
TABLE J
Cost Sharing Evaluation for the Construction of
TuskawilIa Trails - Phase IJ (revised March 11. 20(3)
Project No.: 521-01.1
he following list provides furthl:r commentary to descri be the modi Ii cations to lhe "Bid Estimate"
hat is presenled. on the cCDid Estimate LInd Scheduling OfC08t Sharing~'. The line item n(1tl~d below
'eferences the specific line item on the "Bid Estimate and Scheduling of Cost Sharing":
TF:M NO.
.01 through 4.04
.07 and 4. J 0
.01 and 5.03
.02
.04
DESCRIPTION OF MODIFICA nON
The cast H" gravity sewer trunk line on Pawnee Truil was Jnwered in order tu
provide gravity service for future connection to Commercial property ca~t of
Tuskawilla Trails. The revi~I;)J cost for these items dedUCTS the deep pipe
construction and adds shallow pipe conslruction. I n addition, once the
commercial connection is removed, then Manhole #9 can be relocated ro
Station I 0+60 Pa"'l1~~ Trail. This results in a reduction in pipe 1c.ngth rrom
298 lin~ar teet to 85 linear f'eet (see Attachm~nl R).
The east 8" gravity sewer trunk main 011 Pawnce Trail \Vas lowercd in order
to provide gravity s~rvice for future connection for COnlmerci,ll property t:i.1.'\l
of TlIskawil la Trails. The revised eost for lhese items d~<.IuCl.s one deep
manhole and adds a sballowmanhok (;orlstruction.
Due to the connection to the fulure Commercial property, the wctwell was
required to be dCt:pCL Tn addition the Jiameler of the wetwd I, pumps
electrical controls, site work required to be enhanced to aceonllnouale the
additional t1ow~ from the future cunnections. 11w revised cost is prontled
based on the anticipated l1uws to the lift station (see Attachment A).
The force m3in serving Phase 11 only, could have been 2-112" to Avery Park.
In orderto provide for future development; a 4" force maill was inlegruted in
the design al the request of the City. The rcvist.:d <.:()~t denotes the fee for
construction of a 2-112" force main to connection in A very Parle.
~" Gate Valve and Box added to new 8" water main on Natures Trail 301
rtquest of the City to st:rve future corUlection to Commcn.:ial property ellst of
"ruskawilla Trails.
hn JJ. Webb & As~'od(J{cs, in.:.
P,lgc I of I
r(1bh~ I
Sent By: BROWN,WARO,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:30PM;
Page 15/23
M,1 ell 11,200)
BID ESTIMA TE
Price~ shown from low bidder.
Some quantiTies changed due
to Bidders correctjon~.
Tuskawilla Trails Phase II
Item
No.
Description
Quantity Unit
Unit
Price
Total
Price
4.01 . " rve Gravity Sewer (0'-6' cut) 50 I.F $19.50 $975.00
4.02 " pve Gravity Sewer (6'~8' cut) 739 LF $21.50 $15,888.50
4.03 " PVC Gravity Sewer (8'-10' cut) 405 Lr: $23.50 $9,517.50
4.04 ' PVC Gravity Sewer (10'-12' l.:ul) 654 LF $27.00 $17,658.00
4.05 1 "PVC Gravity Sewer (14'-10' CUl) 48 I..F $31.50 $l,512.0()
4.06 Dia. Sanitary Manhole: 0' to 6' Deep I EA $2,175.00 $2,175.00
..
4.07 Dia. Sanitary Manhole: G' to W Deep 2 E^ $2,435.00 $4.870.00
4.08 Dia. San Manhole: go to 10' Deep 1 F.A $2:850.00 $2,850.00
4.09 Dia. San Manhole: 10' to 12' Deep ) EA S3,500.00 $3.500.00
4.10 4 Dia. San Manhole: 12' to 14' Deep J EA $3,755.00 ,~J,755.00
4.11 4 Dia. San Manhole: 14' to 16' Deep :1 EA $4,375.00 $1.l,125.00
4.12 anhole Drop Connection 2 12A $400.00 $800.00
4.13 S nglc Scrvice Connect jon, Short 2 EA $300.00 $600.00
4.14 oublc Scniicc Connection, ~hort 8 E/\ $320.00 $2,560.00
4.15 Dubie Service Connection. Long 7 EA $~()O.()(1 $2,520.00
,It '
5.01 L ft Station Complete in-P1J'J.ce (pumps. wctwell, LS $6t ,S50.00 $61,X50~nO
atch, piping, electrical, controls, site work, etc.)
4 PVC j3;;ce Main and Fillings inclucfing R)W
5.02 tearing, gruhhing, COnnect to exiSL MH, removal LS $25,S50.00 $25,550.00
replacement of pavers, paving, curh and fence)
5.03 L ft Station Telemetry (SCADA) per City or Winter LS $11,280.00 $11,280.00
pring$ Specifications.
RiJ Eslimate I of3
~en1 ~y: ~HUWN,WAHU,~ALLMAN&Wtl~~,~.A.; 4U/ 4~~ ~595;
Apr-9-03 4:31PMj
Page 16/23
M' ch 1).2003
BID EST1IHA TE
Prjcc.~ shuwn from low bidder.
Some quantit.ies dUlnged due
to Bidders corrections.
TuskawiIJa Trails Phase n
-112" rve Pipe:: and Fitting:s 250 LF $9.75 $2,437.50
" pve Pipe and Fittings 2,780 tf $14.25 $39,615.00
6.03 -112" Gak Valve and Box I fA $350.00 $350,00
6.04 " Gate Valve and Box 8 EA $880.00 $7,040.00
6.05 low Off Valve As:>embly 2 EA $600.00 $1,200.00
6.06 .onne<:l to Exist 12" Water Main on Tuskawilla Rd I LS $3.560. ()O $.1,560.00
ore & Ja<:k IS-inch Steel Casing with Can'ier Pipe '..
6.07 LS $26,775.0(J $26,775.00
under Tuskawilla Road
E Single Service COlUlection, Short 3 $260.00 $780.00 J
.'
E Single Service Connec;tion, Long 5 $285.00 $1,425.00
E Double Service Connect.iol1., Short 4 $300.00 $1,200.00
E Double Service Connection, Long 9 $325.00 $2,925.00
ire Hydrant & Appurtenances $2.375.00 $4,750.00
7.01 " Perforated PVC Undcrdrain 254 LF $22.75 $5,778.50
7.02 " Sulid Wall rve Underdrain Conveyance Pipe 165 LF $10.90 $1,798.50
7.03 ndcrdrain CleanO\lt Box 3 EA $215.00 $645.00
7.04 I " ADS N-12 HDPE Pipe 989 LF $25.50 $25,219.50
7.05 2 "An~ N.12 HDPE Pipe 152 LF $32.50 $4,940.00
7.06 3 "ADS N-12 HDPE Pipe 216 LF $48.50 $10,476.00
7.07 F 01' Modi tIed Type "P Inlet w/Grak 5 EA $2,435.00 $J 2,175.00
7.08 F OT Type "P" Manhole w/Ci.,wer 1 E^ $1,850.00 $1,SSO.OO
F OT Modi.fied Type "E" Inlel v,i/Bleeder, Grate EA $3,2\}S.OO $\295.00
d Skimmer i'
..
ilered End Section for 12" Pipe $380.00 $380.00
itercd End Set:lionlor 18" Pipe $625.00 $625.00
ilered End Section for 36" Pipe $1,515.00 $1,515.00
5' X 4' Spreader Swalc with Erosion Control Mat $5,150.00 $5,150.00
1.3id E~tilil!llL; 2 01"3
Sent By: BROWN,WARO,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:32PM;
Page 17/23
Ma h 11,2003
BID ESTlMATE
Prices shown from I()w bidder.
Some quantities changed due
TO Aidders corrections.
TuskawilJa Trails Phase II
8.01 " Compacted Subbase 4,20~ SY $2.25 $9,468.00
8.02 II Compacted Soil-Cement Base 4,208 Sy $6.30 $26,5] 0.40
8.03 II FDOT Type I Asphaltic Concrete SurrClC~ 4)08 SY $.1.50 $] 4,728.0Q
R.04 2" x 12" COile. Ribbon Curb & Stab. Subgradc 3,654 Lf" $7.05 $25,760.70
emovelRelocatc Natures Way Unpaved H.oadway
emovc Fence & Install Knock-Do,^'I1 Fence
t southeast end of Mohawk Trail
rchitectural Pavers Section (Curb, Concrete Base
nd Brick)
10.04 . Ireet Signs and Pavement Striping
LS
$1,400.00
$1,400.00
2
FA
$2,500.00
$5,000.00
T3id E~limo.te 3 of)
Sent By: BROWN,WARO,SALZMAN&WEISS,P.A.;
407 425 9596;
Apr-9-03 4:32PM;
Page 18/23
ATTACHMENT A
Determination of Cost Sharing of Lift Station Construction
Based on Wustcwater Flow
Tuskawilla Trails Phase TT
Project No.: 52] -01.1
March II, 200J
gpm
COST SHARING
Total Flow
<
r,:
!i
· Items 5.0 I and 5.03 on Bid Estimate assumes total co~t (If ,P3,!JUUO for Lift Station constr.
($61,850.00 .~ $11,280.00 = $73.130.00)
... Wastewater nows ti'olll FOE.!' PcrmiVSanitary Sewer Reporl dilled November 20U2.
~ U WW flow from Residentia.l cstima{(:d (ruin 1(,- 1.43 flcrc lots ~nd 300 gpd per 101.
::l*<t
Combined percentage ofl>ht\$e I <I1ll111 is 52.S5% Cli3S,654.00). This vallie is SpliT TO irems
5.01 and 5.U] on the "Uid Estimal(; and Schedule OfeOSl Shllring", sheet attached.
From tv[H
toMH
WWto I
1 [02
2 to 3
3 to 9
I to 4
4 to 5
4 to 6
6 to 7
7to 8
2
3
4
~
6
7
R
9
.;-
ATT ACHMENT B
'(1)
ll>
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r+
rOMP A"Rr~()~ OF ~ -\NlT \R~' ~r'VER CH.~"JC[ WITHOUT COMMERCIAL
ID
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10
8
8
8
8
8
8
8
8
Tuskawilla Trails Phase II
March 11, 2003
Plan Depth without Commercial
(feet)
8'.10'
48 48
272 51 272 51
388 i75 213
17 P" 148 85
~.)
173 173
30 30
252 252
288 288
SO 46 50 46
SO 739 405 6.54 48 310 547 272 506 48
Plan Depth without Commercial
( fect)
0'.6' 6'.8' 8'-10' 10'.12'
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Note: By nat serving the commercial area, manhole #9 is rdocated lo statiOIl 10+60 ne\'.,. Pawnee Trail.
This results in a redu~lion in pipe leng1h from 298 Ifta 85 If.
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Sent By: 8AOWN,WARO,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:34PMj
Ma II I ], 2003
BID ESTIMATE AND SCHEDULE OF COST SHARING
Tuskawilla Trails - Ph~,se II
Item
No.
Description
Quantity Unit
Unit
Price
Page 20/23
Total
Price
4.01
4.02
4.03
4.04
4.05
4.06
4.07
4.08
4.09
4.10
4.11
4.12
4.13
4.14
4.15
5.01
5.02
5.03
" PVC Gravity Sewer (0'-6' cut) ((II/([ 260)
II PVC Gravity Sewer (6'-8' cut) (deduct 192)
" PVC Gravity Sewer (8'-10' cut) (tleducl133)
" PVC Gravity Sewer (l 0'-12' cut) (deduct 148)
0" PVC Gravity Sewer (14'-16' cut)
Via. Sanitary Manhole: 0' to 6' Det1'
Dia. Sanitary Manhole: 6' to H' De~p (add 1)
Dia. San Manhole: 8' to 10' Deep
Dia. San Manhole: 10' to 12' Deep
Dia. San Manhole: 12' to 14' Dt:t:p (deduct I)
Dill. San Manhole: 14' to 1 ()' Deep
anhole Drop COlUleC\joIl
'ngle Service Connection, Short
ouble Service Conm:diun, Short
I oubJe Service COlUlcction, Long
tF
LF
LF
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
ft Station Complete in-Place (pumps, wctwcll,
atch, piping. electrical, controls, site work, etc.)
(Plum! l&J1l'art nf Lift SfalinJt eMf, see Af/ac/Jment "A")
4 PVC Force Main and Fittings .im:luding HJW
learing, grubbing, connect to exist. MH, removal
T~placement of pavers, paving, curb and fence)
(deduct 1/3, uu 2-//2" FM)
L ft Station Telemetry (SCAJ)A) per City of Winter
prings Specifications (see Attachment ".4")
LS
LS
1..$
Schedlllt of Cost Sharing I of J
$19.50
$21.50
$23.50
$27.00
$31.50
$2,175.00
$2,435.00
$2,850.00
$3,500.00
$3,75.1.00
$4,375.00
$400.00
$300.00
$J20.00
$J60.00
$32,687.73
. $17,033.33
$5,966.27
$6,045.00
$11,760.50
$6,392.00
$13,662.00
$1,512.00
$2,175.00
$7130S.00
$2,850.00
$3,500.00
$0.00
$13, 125.00
$lWO.OO
$600.00
$2,560.00
$2,520.00
$32,687.73
$17,033.33
$5,966.27
~en! ~y: ~HUWN,WAHU,~ALLMAN&WclSS,P.A.; 407 425 9596;
Apr.9.03 4:35PM;
Page 21 /23
Mal h 11,2003
BID ESTIMATE AND SCHEDULE OF COST SHARING
TuskawiIJa Trails - Phase II
6.01 -112" PVC Pipe and Fittings 250 LF $9.75 $2,437.50
6.02 " pve Pipe und fittings 2,780 LF $14.25 $39,615.00
6.03 -1/2" Gate Valve and Box 1 EA $350.00 $350.00
6.04 11 Gate Valve and Box 7 EA $~HO.OO $6,160.00
6.05 low Off Valve Assembly 2 EA $600.00 $1,200.00
6.06 onl1cct to Exisl 12" Water Main on TuskawiIla Rd 1 LS $3,560.00 $3.560.00
6.07 orc & Jack 18-inch Steel r.F1sing with Carrier Pipe r.S $26,775,00 $26,775.00
under Tuskaw.i I]a Road
E Single Service Connection, Short 3 $260.00 $780.00
E Single Service COIlIH::dion, Long 5 $2~5.00 $1,425.00 ~
~.
E Douhle Service Connection, Short $300.00 $1,200.00
E Double Service Connection, Long $325.00 $2,925.00
ire Hydrant & Appurtenances $2,375.00 $4,750.00
7.01 1 _" Perforated I've Underdrain 254 LF $22.75 $5,778.50
7.02 1 " Solid Wall PVC Underdrain C()ll.vey~mce Pipe In) LF $10.90 $1,79g.50
7.03 ndcrdrain Cleanout Box 3 12.'\ $ 21 5 .00 $645.00 ~
7.04 1 .' ADS N-t2 nDPE Pipe 9R9 LF $25.50 $2.'5,219.50
7.05 2 .. ADS N-12 IIDPE Pipe 152 LF $32.50 $4,940.00
7.06 3 " ADS N-12 HDPE Pipe. 216 LF $48.50 $10,476.00
7.07 r- OT Modified Type "F" Inlet w/Grall: 5 EA $2,435.00 $12,175.00
7.08 F )OT Type "pI! Manhole w/Cover . 1 EA $1,850.00 $1,850.00
F 0'1' MtllliG.eu Typ~ "E" Inlet w/Blccdcr, Grate FA $3.295.00 $3,295.00
nd Skimmer
itered End Section [or 12" Pip~ $380.00 $380.00
~ itered End Section for 18" Pipe $625.00 $625.00 .'
"
itered End Sectjon for 36" Pip\: $1,515.00 $1,515.00
5' x 4' Spreader ~wale with F.rosion Control Mat $5,150.00 $5,150.00
.~
Schedule of Cost Sharing 2 of 3
qent By: BROWN,WARO,SALZMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:35PM;
P3ge 22/23
Ma h II, 2U03
BID ESTIMATE AND SCHEDULE OF COST SHARING
Tuskawilla Trails - Phase n
$2.25
$6.30
$3.50
$7.05
$9,468.00
$26,510.40
$14,728.00
$25,760.70
.~
"
;
emove/RcIocat~ Natures Way Unpaved Roadway
move fence & Tnstall Knock-Down Fence
t southeast end of Mohawk Trail
chitectural Pa"CT~ Section (Curb, Concrete Base
1d Brick)
10.04 S rt:et Signs and Pavemenl Striping
r.s
$1,400.00
$1,400.00
2
EA
$2,500.00
$5,000.00
.~
;!1
!:
"
"
'.
1-.
~.;
".
Scheuull; Ilf Cost Shllring J of J
Sent 8y: 8HOWN,WAHO,SALlMAN&WEISS,P.A.; 407 425 9596;
Apr-9-03 4:37PM;
EXHIBIT "c"
TREE PROTECTION GUIDELINES
1. Prior to construction or during site preparation, barricading suitable to the City's
arborist shall be erected and maintained around all trees to be preserved in order
to establish a tree protection area. All trees to be preserved shall be identitied on-
site by harmless marking or banding.
2. Prior to construction, tree protection signs shall be posted and maintained at all
tree protection areas. The contractor shall make every effort to protect all existing
trees to be preserved during site preparation and construction. Placement of
material, machinery, utility lines, soil, hazardous liquids, or vehicles within the
tree protection area shall be strictly prohibited. Materials, wires, signs, or nails
shall not be attached to any tree unless such materials are needed to preserve the
tree.
3. Unless another suitable technique is approved by the City's arborist, the tree
protection barriers shall be constructed as follows: Uprights - 4" x 4" lumb~r on
eight-foot (8) minimum centers; horizontals - the equivalent of one (I) course of
2" x 4" lumber.
4. Tree protection barriers shall remain in place until construction is fully completed
and all paving, construction, and heavy equipment is otfthe Property.
5. All trees to be preserved shall have their natural soil level maintained. All efforts
shall be made through the grading and drainage plan to maintain the natural
drainage to and from such trees.
6. Any tree that may need to be moved for any reason during the construction
process shall be relocated only under the direction and written approval of the
City's arborist.
7. Properly install and maintain siltration and sediment control barriers around trees.
8. Root and canopy pruning shall be requir~d by a qualified ISA arborist. Any
damaged roots shall be clean cut and covered by clean f1lI.
9. Owner shall abidc by the reforestation standards set forth in Ordinance 2002-08,
as amended, for all trees damaged or destroyed during construction.
Page 23/23
fOHn IJ. Webb ~ Associates, Inc. eonslllting engineers
925 S. DENNING DRIVE, WINTER PARK, FLORIDA 32789
April 3, 2003
City of Winter Springs, Florida
I ] 26 East State Road 434
Winter Springs, Florida 32708-2799
Telephone:
Facsimile:
407-327-1800 Ext. 302
407-327-6695
Attention:
Mr. John C. Baker, AICP/Current Planning Coordinator
City of Winter Springs
Re:
Revised Landscape Plans
Tuskawilla Trails Phase II
Project No.: 521-01.1
Dear Mr. Baker,
Enclosed herewith are the following:
I. Seventeen (17) sets of Revised Landscape Plans which "spreads out" the Phase 11
landscaping into existing Phase I as recommended by city staff.
2. Additionally we have added open space / park amenities (mulch pathway, park bench
and sign) for the retention pond and playground area of Phase II, which was requested
by City Attorney, Mr. Garganese.
These revised plans are submitted at this time so that they can be brought before the City Commission
on Monday, April ]4,2003 along with final Development plans and Development Agreement for final
approval. Both Mr. Minga and Ms. Sahlstrom have already reviewed the landscape revisions.
Your prompt attention to this matter would be greatly appreciated as the Owner would like to start
construction on Tuskawilla Trails Phase 11 at the end of this month.
Sincerely,
JO N B. WEB~ &~S~OCIATES, INC.
. :f./W~
John B Webb, III, P.E.
Senior roject Manager
enclosures
cc: Mr. Todd Newby, Property Manager, via fax: 941-923-6257
Ms. Eloise Sahlstrom, AICP, ASLA, City Planner via fax: 407-327-6695
Mr. Michael Minga, City Arborest, via fax: 407-327-6695
Mr. Anthony A. Garganese, City Attorney, via fax: 407-425-9596
Mr. Ronald McLemore, City Manager, via fax: 407-327-6695
E-MAIL: WEBBENGR@AOL.COM · PHONE (407)622-9322 · FAX: (407)622-9325
John IJ. Webb ~ Associates, Inc. Consulting engineers
925 S. DENNING DRIVE, WINTER PARK, FLORIDA 32789
April 3, 2003
city ofWmter Springs, Florida
1126 East State Road 434
Wmter Springs, Florida 32708-2799
Telephone: 407-327-1800
Facsimile: 407-327-6695
Attention:
Mr. John C. Baker, AICP/Current Planning Coordinator
City ofWmter Springs
Re:
Final Site Plan Submittal to the City of Winter Springs
For Tuskawilla Trails Phase n
Project No.: 821-01.1
Dear Mr. Baker, q ~"J
Per your request, John B. W~ & AssOciates, Inc. (JBW &A) on behalf of Sunshine Communities
is pleased to provide~) additional sets of the Final Site Plan for Development ofTuskawilla
Trails Phase II for the City Commission meeting and approvals.
If you have any question or require additional information, do not hesitate to contact our office.
Sincerely,
JOHN B. WEBB & ASSOCIATES, INC.
cl~w~,~~
Senior Project Manager
enclosures
E-MAIL: WEBBENGR@AOL.COM · PHONE (407) 622-9322 · FAX: (407) 622-9325
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General Construction Notes
1. Contractor shall visit the site and familiarize themselves with existing conditions prior to bid.
2. All construction shall conform to the City of Winter Springs (City) Standards and Specifications, unless otherwise
waived by the City. Contractor shall comply with all Federal, State and local laws and regulations controlling pollution of
the environment.
3. Contractor shall familiarize himself with the policies and guidelines established by the City for the preservation of all
public and private property. Contractor shall be responsible for all damage or injury to property of any character, du~ing
prosecution of the work, resulting from any act omission, neglect or misconduct in their manner or method of executing
work, or at any time due to defective work or materials.
4. Contractor shall be responsible for meeting all inspection criteria, schedules, and signing for inspections.
5. It is the Contractors responsibility to insure all required permits are obtained and in hand at the job site prior to
construction commencement. Contractor shall abide by all conditions contained therein. Permits included (but not
necessarily limited to) are:
Water Management District storm water management
FDEP water distribution and FDEP sanitary sewer distribution
local right-of-way use
local underground utilities
6. Contractor shall stake all improvements using the plans. Contractor shall confirm with Engineer that the plan is
current, prior to construction. It is Contractor's sole responsibility to completely stake and check all improvements to
insure adequate positioning, both horizontal and vertical including minimum building setbacks prior to installation of any
improvement.
7. Contractor shall not excavate, remove or otherwise disturb any material, structure, or part of structure which is
located outside the lines, grades or grading sections established for this project except where such excavation or removal
is provided for in the contract, plans or specifications. Provisions for the maintenance and management of the common
areas, walls and landscape facilities will be by Contractor.
8. No burning of land clearing debris and no burn permits shall be issued within City limits.
9. The location of existing utilities, drainage systems, and topographical features shown on the plans have been
determined from the best available information and are provided for Contractor's convenience. Engineer assumes no
responsibility for their accuracy. Should a discrepancy arise between these plans and actual field conditions, which would
appreciably affect plan execution, Contractor shall immediately notify Engineer.
10. Contractor shall notify all utility companies within the project limits at least 48 hours prior to construction.
Contractor shall be responsible for locating and verifying (horizontally & vertically) all existing utilities p~ior to
construction, and for notifying the various utility companies to make necessary arrangement. for rel~catlon, tempor?ry
disruption of service, or clarification of activity regarding said utility. Contractor shall exercise caution when crossing an
underground utility, whether shown on plans or field located. All utilities which interfere with proposed construction shall
be relocated by the respective utility companies, and Contractor shall cooperate with them during relocation operat!ons.
Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra compensation WIll be
l:\ allowed.
~ 11. Contractor shall coordinate all work within the existing road Right-of- Wa~ with the Cit~ and Seminole County. It
will be the responsibility of Contractor to acquire necessary Right-of Way permlt(s) and provide for the safety and control
of local traffic during construction.
12. Prior to commencing work, Contractor shall furnish, erect and maintain all barricades, warnings, signs and markings
for hazards and the control of traffic in reasonable conformity with the "Manual of Uniform Traffic Control Devices for
Streets and Highways (MUTCD)" or as directed by the City Engineer and Police Department in order to effectively prevent
accidents in places where the work causes obstructions to the normal traffic or constitutes in any way a hazard to the
public.
13. Contractor shall submit all shop drawings to Engineer for final conformance with standards. All materials furnished by
Contractor shall be new, high grade and free from defects. All plastic pipe and fittings for water distribution shall be
approved by the NSF and bear the NSF seal. Plastic pipe and fittings shall be supplied by the same manufacturer.
14. All work and all materials furnished shall be reasonably close in conformity with the lines, grades, grading sections,
cross sections, dimensions, material requirements and testing requirements that are specified in the contract, plans or
specifications.
15. Contractor shall be extremely cautious when working near trees which are to be saved, whether shown on plans or
designated in the field.
16. In other areas which require fill material, Contractor will strip or otherwise remove all vegetation such as brush,
heavy sods, heavy growth of grass, decayed vegetable matter, rubbish and any other deleterious material prior to filling.
Immediately prior to the placing of fill materials, the entire area upon which fill is to be placed shall be scarified in a
direction approximately parallel to the axis of the fill.
17. Water. Sewer, Reuse & Storm Crossings:
A. Where water mains cross storm and sanitary sewers, and a minimum clearance of 18-inch (edge to edge) and
a minimum cover of 36-inch cannot be maintained, the water main shall be constructed of mechanical joint ductile iron
pipe providing a minimum of 30-inch cover and a 12-inch (edge to edge) minimum clearance between the water main
and the other utility. One full length of ductile iron pipe shall be centered at the point of crossing. Ductile iron pipe
shall continue until a minimum of 36-inch cover can be attained by pipe deflection.
B. The lateral separation between sanitary sewer or storm sewers and water mains shall not be less then 10 feet
(edge to edge). If this separation cannot be maintained, then the water main shall be constructed of ductile iron pipe
with a pressure-tight joint. NO ENCASEMENT of the sanitary sewer or water will be allowed.
C. Where ductile iron pipe is required for water mains, it shall conform to ANSI/AWWA A2l.51. A minimum
thickness of PC 350 per ANSI/AWWA C150 and C151.
D. Testing: Contractor to test all water mains as per the following: Hydrostatic test per AWWA-C600 (or M23)
standard and Disinfection of water main per AWWA-C651.
E. All water by-passes shall be constructed of ductile iron pipe and shall be tie-rodded back to a "Dead-man"
anchor on both sides of the main.
F. In addition to the requirements noted above, where potable water and sanitary sewer mains cross with less
than 18-inch (edge to edge) vertical clearance, the sanitary sewer main shall be 20-feet of either C900 DR-18 PVC pipe
(pressure tested to 150 psi) centered on the point of crossing. A minimum horizontal separation of 10-feet (edge to
edge) between potable water mains and sanitary sewer mains shall be maintained. When the appropriate horizontal
separation cannot be maintained, the sanitary sewer main shall be C900 DR-18 PVC pipe (pressure tested to 150 psi).
G. Reuse water mains shall maintain a 36-inch (edge to edge) separation and an l8-inch (edge to edge) vertical
clearance from water mains. When the vertical and horizontal clearance cannot be maintained, the water main and reuse
main shall be constructed of mechanical joint ductile iron pipe.
H. The minimum horizontal separation between water mains and force mains shall be at least 10-feet (edge to
edge). The minimum vertical separation between water mains and force mains shall be at least 18-inches (edge to
edge).
18. All excavation within 10 feet of the traveled roadway must be filled within 24 hours.
19. Contractor shall control operation of subcontractors and suppliers to assure the least inconvenience to traveling
public. Contractor shall maintain free and unobstructed movement of vehicular traffic and shall limit their operations for
the safety and convenience of the traveling public. Under all circumstances, safety shall be the most important
consideration.
20. All underground pipe shall be marked with wire in accordance with the requirements of the City. All non-metallic
pipe shall have a continuous 14 gauge copper wire for tracing. The tracing wire shall centered on all pipe, including
services, tied into all hydrants, valve boxes and meter boxes. Testing for continuity is required.
21. Contractor shall verify size and type of existing main prior to ordering tapping materials for connections.
22. Concrete curbs shall be chiseled or imprinted to show locations or water and sewer lines/laterals. Markings shall
conform with local standards. Where no standards exist, use "w" for water and "s" for sewer.
23. Buried lines shall be opened for inspection to insure proper joint connections.
24. Inspections must be scheduled with City with 48 hours advance notice. No inspection will be scheduled on
weekends or after 4:00 PM Monday - Friday.
25. Contractor shall coordinate all water and sewer system test scheduling to allow City and Engineer attendance and
provide a minimum of 5-days advanced notice of testing to City and Engineer. Contractor's failure to properly notify
City and Engineer may result in re-testing at City's option and at Contractor's expense.
26. All areas disturbed by construction activities shall be seeded and mulched.
Paving and Drainage Systems Construction
1. Engineer certifies that all roadways were designed to the applicable standards, as set forth by
the City; and the FDOT's " Manual of Uniform Standards for Design, Construction and Maintenance for
Streets and Highways It.
2. After the roadway has been constructed to sub-grade, it shall be proof-rolled to assure that
proper compaction has been attained. The proof-rolling and compaction operations shall be inspected
and tested by a Florida Licensed Soils Engineer to assure that the specified compaction is maintained
and all deleterious material has been removed.
3. Pavement markings shall be placed as shown in the plans and the FDOT Roadway and traffic
Design Standards, current edition.
4. The FDOT Roadway and Traffic Design Standards, current edition to be used for drainage
structures. Station off-sets are to be C/l of the inlet or manhole top.
5. All reinforced Concrete Pipe (RCP) shall be a minimum Class III. All RCP joints to be wrapped in
Mirafi in accordance with FDOT requirements.
6. All storm water pipe lengths include mitered end sections.
Erosion /Sedimentation Control
1. Contractor shall present an erosion control plan and schedule, at the pre-construction conference.
The schedule shall indicate sequence of clearing and grubbing, earthwork operations and installation of
permanent, and use of temporary, erosion control features. Contractor shall outline proposed methods
of controlling erosion, preventing pollution and disposal of waste materials from the project site.
2. No work shall begin until the erosion control plans and schedules have been accepted by Engineer.
Contractor shall be responsible for completing the work in accordance with accepted plans and
schedules. The first construction activity shall be placement of temporary erosion and sediment
control measures around the perimeter of the project area to protect the project, adjacent properties
and water resources.
3. Contractor shall take sufficient precautions to prevent pollution of streams and other water
impoundments, with fuels, oils, bitumens, calcium chloride or other harmful materials. Contractor shall
conduct. and schedule operations so as to avoid or otherwise minimize pollution or siltation.
4. Contractor shall provide immediate permanent or temporary erosion or pollution control measures
to prevent contamination or detrimental effects on property outside the project area.
5. Temporary erosion control features consist of grassing, sodding, mulching, sandbagging, slope
drains, sediment basins, sediment checks, berms, baled hay or straw, floating turbidity barrier, staked
turbidity barrier and silt fence. These shall conform to the requirements of FDOT Section 104.
Materials used for construction of erosion control features shall be new materials.
6. Construction operations shall be restricted to those areas necessary to perform filling or
excavation to accomplish the work. Contractor shall schedule operations such that the area of
unprotected erodible earth exposed at any time is not larger than the minimum area necessary for
efficient construction operations. Under no conditions shall the surface area of erodible earth exposed
by clearing and grubbing operations or by excavation and filling operations exceed 500,000 square feet
without Engineer prior acceptance. Contractor shall not disturb lands or waters outside limits of
construction as staked.
7. Where pumps are used to remove waters from enclosed construction areas, the water shall be
treated by pumping into grassed swales, sediment basins, or confined by turbidity barriers.
8. All disturbed off-site areas shall be sodded and restored to its original condition.
9. The retention pond slopes, berms shall be sodded for erosion control and slope protection.
10. All areas within the designated 25-foot secondary buffer are not to be disturbed but remain in a
natural state.
11. Contractor shall, at their expense, provide routine maintenance of permanent and temporary
erosion control features until the project is completed and accepted.
12. In the event it is necessary that construction operations be suspended, Contractor shall shape
the top of earthwork in a manner to permit rainfall runoff and shall construct earth berms along
embankment top edges to intercept runoff water.
13. Temporary erosion control features shall remain in place until after the Substantial Completion
Inspection and shall be removed in such a manner that no detrimental effects will result.
14. As soon as conditions permit, and prior to Final Completion Inspection, impoundments shall be
promptly cleared of all obstructions placed therein or caused by construction operations.
&
Sanitary System Construction
1. Wastewater service shall be provided by City. The wastewater distribution system shown on these
plans shall be installed by Contractor and shall conform with the City's standards.
2. Sanitary Sewer shall be PVC SDI. 35 conforming to ASTM D-3034 or DIP PC 350 (DIP shall be
polyethylene - lined.) conforming to ASTM C151. Installation of PVC pipe shall be in accordance with
ASTM D-2321. DIP joints shall conform the ANSI/AWWA Cll0/A21.10.
3. Sanitary Sewer force main pipe shall be PVC conforming to AWWA C900 and shall have a
dimension ratio of 25. Sanitary Sewer force main joints shall conform to ASTM D-3139.
4. All force main piping shall be restrained in accordance with restraint tables shown on the plans.
All fitting shall be mechanically joint restrained. No thrust blocks or thrust collars shall be permitted.
5. Compact all utility trenches within the roadway to 98% of the Modified Proctor Maximum Density
and 95% within other areas.
6. Install valve boxes with all valves. Valve boxes under the driveways shall have traffic bearing
covers. No valves shall be located in pavement or curb areas.
7. Contractor shall provide force main pressure testing and sanitary sewer lamping/television in
accordance with City requirements prior to certification. Tapes must be in color and clearly show the
service lateral tie-ins as well as the pipe connection points. The test pressure for sanitary sewer
force mains shall be 100 psi.
8. Contractor shall provide certified As-Built drawings prepared by a Florida licensed Professional
Surveyor and Mapper providing information relative to sanitary sewer invert/rim elevations, line and
service locations. As-Built Drawings shall verify accuracy of all pipe slopes. Minimum slope for
service lines is 1%. Two sets of As-Built information shall be provided to the Engineer a minimum of
l-week prior to scheduled Final Inspection of work.
9. Upon completion of the work, the lines shall be cleaned with all debris removed at downstream manhole,
and each section of pipe will be TV inspected by the contractor/city to indicate any pipe defects. Bellies or
other deformities will be Re-Iaid to provide the correct line and grade. All tests shall be completed and accepted
by the City Engineer before any trench or pavement is asphalted.
10. The cost of TV re-inspection provided by the City shall be borne by the contractor if the line fails
the initial inspection.
NOTES FOR STORMWA TER POND CONSTRUCTION:
1. The "footprint" of the proposed stormwater management pond berm plus a minImum margin of
5-feet, shall be stripped of all surface vegetation, stumps, debris, organic topsoil or other deleterious
materials, as encountered. Specifically, the organic topsoil as encountered to a depth of 2 to 3 inches
shall be stripped.
2. After stripping, the site shall be grubbed or root raked such that roots with a diameter greater
than 1/2-inch, stumps, or small roots in a dense state, are completely removed. Significant root
concentrations are estimated to be within the upper 1 to 2 feet. The actual depth(s) of stripping and
grubbing shall be determined by visual observation and judgment during the earthwork operation.
3. Proof roll the cleared surface to locate soft areas of unsuitable surface or near-surface soils, in
order to increase the soil density within the top 3 to 4-feet, and to prepare the existing surface fill
soils. Proof rolling shall consist of at least 3 passes of a self-propelled compactor capable of
achieving the compaction requirement stated below. Each pass shall overlap the preceding pass by 30
percent to achieve complete coverage. In areas that continue to ."yield", contr~ctor shall remove all
deleterious material and replace with clean, compacted sand backfill. Proof-roiling shall occur after
cutting and before filling.
4. A density equivalent to or greater than 93 percent of the modified Proctor (ASTM D-1557)
maximum dry density value for a depth of 1-foot shall be achieved beneath the stripped and grubbed
ground surface. Additional passes and/or over excavation and re-compaction shall be performed if
minimum density requirements are not achieved. The soil moisture shall be adjusted as necessary
during compaction.
5. Care shall be exercised to avoid damaging neighboring structures during compaction operations.
Prior to commencing compaction, occupants of adjacent structures shall be notified and the existing
condition (i.e. cracks) of the structures documented with photographs and survey (if deemed
necessary). Compaction shall cease if deemed detrimental to adjacent structures and Owner notified
immediately.
6. All fill materials shall be free of organic materials, such as roots and vegetation. Contractor shall
use of fine sand with silt or silty fine sand fill with 5 to 18 percent by dry weight of material passing
the U.S. Standard No. 200 sieve size. Fine sand with silt is suitable as fill material and, with proper
moisture control, shall densify using conventional compaction methods. The berm shall be constructed
of homogenous soil (i.e.; relatively high permeability soils shall not be layered between relatively low
permeability soils).
7. All structural fill shall be placed in level lifts not to exceed 12-inches in un-compacted
thickness. Each lift shall be compacted to at least 93 percent of the modified Proctor (ASTM
D-1557) maximum dry density value. The filling and compaction operations shall continue in lifts until
the desired elevations(s) is achieved. If hand-held compaction equipment is used, the lift thickness
shall be reduced to 6-inches.
8. Based on the groundwater conditions encountered, control of the groundwater will be required.
Method(s) of dewatering shall be determined by the Contractor. However, regardless of the methodes)
used, the water table shall be drawn down a minimum of 2 to 3 feet, below the bottom of any
excavation or compaction surface during construction.
9. Dewatering shall be accomplished with the knowledge that the permeability of soil decreases with
an increasing silt and clay content. Therefore, a silty fine sand is less permeable than a fine sand.
The SP, SP-SM, and some SM type soils can usually be dewatered by well pointing or ditch/sump
methods.
Potable Water System Construction
1. Water service shall be provided by City of Winter Springs. The water distribution system shown on these
plans shall be installed by Contractor and shall conform with the City's and FDEP's standards.
2. All water mains less then 4-inches in diameter shall be in accordance with ASTM 2241 SDR21 Closs 200
with rubber ring slip-on joints. All 4-inch in diameter or greater PVC water mains shall be AWWA C-900
DR18 with rubber ring slip-on joints.
3. All water services referenced with "DR9 services poly"shall have a PPI. rating of PE3408 and DR9 (PC 200)
for the Polyethylene tubing per AWWA C901. Prior to meter placement, water services shall be stubbed
18-inches above grade and capped.
4. Mechanical joint fittings, size 4-inch to 12-inch shall be cast iron conforming to ASA A-21.10 for the
body and A21.11 for mechanical joint for 12- inch and smaller.
5. PVC fitting and rubber gaskets shall be furnished by pipe manufacturer and meet PVC pipe specifications.
Fittings shall have a pressure rating no less than required for the pipe. Where solvent-cement fittings are
used, gluing procedures shall be in strict accordance with the manufacturer's recommendations for the type of
glue and fitting materials. Construction operations shall conform to the following ASTM specifications:
Fittings-D2466; Solvent-D2564; Procedure-D2855; Installation-D2774.
6. Gate Valves
A. Valves 4-inch to16-inch shall conform to AWWA C-509, with resilient seats.
B. Valves smaller than 3-inches in size shall be locking type ball valve.
C. Valves shall open in counterclockwise direction unless they are installed in an existing water system
in which case they shall open in the direction consistent with the direction of existing valves.
7. Fire Hydrants:
A. Fire hydrants shall be located in the general location as shown on the Drawings. Final field location
of all hydrants shall be as accepted by the City and Engineer.
B. All hydrants shall be located not less than 5-feet and no more than 10-feet from the edge of
pavement of the adjacent roadway, and no less than 5-feet from any physical feature which may obstruct
access or view of any hydrant unless otherwise accepted by the City and Engineer.
C. Fire hydrants shall conform to AWWA-C-502, current edition, and shall be furnished complete, in
place, with wrench and appurtenances. Manufacturer's certification of compliance with AWWA-C-502 and tests
listed therein will be required. All hydrants shall be breakable type, with the breakable section located slightly
above finish grade. Hydrants shall agree in hose thread size with those in the present water system. Hydrants
shall have an oil reservoir, or other satisfactory device, above the water line, to afford lubrication to all working
parts. Hydrants shall be of the "a" ring construction type. All hydrants shall be provided with bronze nozzles
with caps and chains. Hydrants shall have a 6-inch mechanical joint base, two 2-1/2" hose nozzles, and one
pumper nozzle. The main valve shall have a 5-1/4" valve opening. The hydrant shall have a positive operating
drain valve located to drain all water from the stand pipe when the main valve is closed. Hydrants are to be
installed with suitable bury or extensions so that the finish ground line is at the point indicated by the
manufacturer on the barrel and nozzles are at a suitable height for hose attachment. The main valve opening
l:\direction shall conform to existing hydrants in the system.
~ D. Contractor shall provide and install fire hydrants as sho~n on the plans, and in ac.corda~ce ~ith. City
requirements. Fire Hydrants shall be painted totally DOT yellow. FIre hydrants shall be stenciled WIth 1 high
black numbers. Fire hydrant numbering to be provided by the City. All fire hydrants shall be installed with
water control (gate) valve. Blue reflective markers shall be installed in the center of the driving lane in front of
the fire hydrant.
8. All water mains to be laid with a minimum 36-inch cover, except the minimum cover over 2-inch and
1.5-inch water service piping may be reduced to 20-inches at sewer crossings in order to achieve specified
18-inch vertical clearance. Deeper cuts must be approved by the City. Water mains shall typically be 3-feet
off front of lots.
9. Water main taps, valves and meter boxes shall be provided and installed by the Contractor. Water meters
shall be provided and installed by the City. . .
10. All piping shall be restrained in accordance with the restraint tables shown on the constructIon detaIl.
sheets. All fitting shall be mechanically joint restrained. No thrust blocks or thrust collars shall be permitted.
11. Compact all utility trenches within the roadway to 98% of the Modified Proctor Maximum Density and 95%
with in other areas.
12. Install valve boxes with all valves. Valve boxes under the driveways shall have traffic bearing covers. No
valves shall be located in pavement or curb areas.
13. Fire protection shall be provided by the City Fire Department.
14. All grading and road work less paving must be competed prior to testing.
15. Contractor shall provide, at their expense, all necessary test pumping equipment, water, water meters,
pressure gauges, and other equipment, material and facilities required for all hydrostatic and leakage testing.
16. Contractor shall be responsible for ensuring all utility work is completed prior to collecting bacteriological
samples in order for the City to sign-off on the FDEP permit. The City will not sign-off of the FDEP permit
unless all items subject to the City's inspection are sufficient.
17. The water distribution system shall be disinfected, flushed and satisfactory biological samples will be
obtained by Contractor, at locations approved by the City.
18. All water distribution systems shall be flushed clean of deleterious material prior to any testing. Full
diameter flushing is required. Tests require City approval prior to clearance for service and connection to
existing water main.
19. All pipe shall be disinfected in accordance with AWWA C-651. Tests require approval by the City prior
to clearance for service and connection to existing water main.
20. Water piping shall be installed and hydrostatically tested in accordance with A'!'WA M~23.
21. All water pipe shall be tested to 150 psi for a minimum duration of 2 hours In maximum lengths not to
exceed l,OOO-feet. .
22. Contractor shall not activate water service, this shall be conducted by the City.Sanitary Sewer System
Construction
* ENGINEERING/SURVEYING L1C. # 3763/lB3763
NO.
DATE
REViSIONS
APPR'D.
~a~p.E.
PROJECT ENGINEER
P-< :r. i.j-U.-
ROF. ~GR. ~ORIDA 19951
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CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
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PHASE II - FINAL PLAN
CONSTRUCTION NOTES
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SEPT, 2002
ENGR'S. PROJECT
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11/14/02 PER CITY COMMENTS
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PLANNED TREE REMOVAL
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EXISTING TREE INFORMATION
9/16/02 PER CITY COMMENTS
OAKS
4"_7
6"-4
8"-4
12" -1
2
4"-1
8"-2
12"-2
3
4"-3
6"-5
8"_1
12" -4
BAYS
4"-3
6"-1
8"-2
OTHERS
AREA
OAKS
4"-339
6"-126
8" -87
12" -46
PINES
4"-7
6"-8
8"-10
12" -17
14"-0
18" -0
24"-2
MAPLES
4"-14
6"-7
8"_0
BAYS
4"-0
6"-0
8"-0
12'-0
4
4"_4
6"-5
8"-4
12"-11
18" -3
24"-1
4"-103
6"-60
8"-11
12"-1
18"-3
24"_
4"-100
6"-59
8"-39
12"-11
4"-98
6"_5
8"-14
12" -9
4"-57
6"-28
8"-12
12" -8
18"-1
4"-51
6" -35
8" -25
12"-13
18"-1
24"-1
TOTAL
4"-4
6"-4
8"_1
12"-1
18"-6
24"-2
5
6
7
8
9
AREA
CAMPHOR CHINABERRY WAXMYRTLE
8"-1 4"-0
4"-0
6"-2
8"_1
10"-1
4"-3
6"-1
TOTAL
~
1. PLANNED CLEARING WILL EXTEND TO ENTIRE LIMIT
OF PHASE II, EXCLUDING TREES ALONG SOUTHERN
BOUNDARY WITHIN 25' LANDSCAPE BUFFER AND
SECONDARY BUFFER (SEE SHEET C-5 & C- 7).
2. MITIGATION OF TREES REMOVED WITHIN THE WETLAND
IS MADE PART OF THE DEDICATED 96.94 ACRE CONSERVATION
EASEMENT TO THE SJRWMD.
8"_1
Camphor
6"-2
8"-1
10" -1
(All Chinoberry)
4"-1
(Chinoberry)
4"_1
(Woxmyrtle)
* ENGINEERING/SURVEYING L1C. # 3763/LB3763
NO.
DA TE REVISIONS
HSA
JBW
DESIGNED .IN
DRAWN u.F
CHECK J8N
A J--t- 1. Lv!.-U
~ROF. EJf1"/l~? 19951
APPROVED BY JOHN B, WEBB
& ASSOCIATES, INC.
BY
APPR'D.
~ B. WEBB. P.E.
PROJECT ENGINEER
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PHASE 1- PARK/REC
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WETlANDS
5.10
ACRES
42.81
ACRES
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PHASE I
100 YEAR
FLOOD
PLAIN
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In accordance with "The Engineering Study and Drainage Inventory for Little
Lake Howell Basin", prepared by Gee & Jenson, Inc. for Seminole County,
Florida. dated May 2, 1997, the 100 year flood elevation is 22.00 feet.
located approximately 650 feet west of the west side of Street "A". Lowest
finished floor elevation shall be 30.00 feet (8.00 feet above 1 00 year flood
elevation).
PHASE 11- PARK/REC
96.94
ACRES
PHASE II ~'
7.08
ACRES
l'l87"O440 W 911.83
2.17
eRE
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TUSKAWILLA TRAILS
INSET
ffolm R. We/JIJ k Associllles, lHC.
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
925 S. DEIHNG DRIVE, WINTER PARK, FLORIJA 32789
~~~,!f'~~~W.~ities
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Tl)SKAWILLA TRAILS
PHASE II-FINAL PLAN
ARBOR INFORMA llON
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GRAPHIC SCALE
25
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100
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( IN FEET )
1 inch = 50 ft.
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P_.1481
DATE
8EPT,2002
ENGR'S. PROJECT
821-01,1
SCALE
1- = 50'
SHEET
OF 21
C-3
Oescription:
A portion of Lot 59, Block "0", O. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP recorded in Plat Book 1,
Page 5 Public Records of Seminole County, Florida being more particularly described as follows: Commence at the Northwest
corner of Lot 38 Block "0" of said O. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, thence N83"50'35"E a
distance of 1929.61 feet along the Northerly line of Lots 38, 37, and 36 of said "BLOCK 0" to the N. E. Corner of said Lot
36 BLOCK "0"; thence S22.02'47"E a distance of 2140.93 feet along the Easterly line of said Lots 36 and 59 of BLOCK "0"
to the Northerly line of TUSKAWILLA recorded in Plat Book 1, Page 5 of the Public Records of Seminole County, Florida;
thence N8T04'22"W a distance of 148.66 feet to the POINT OF BEGINNING of the herein described parcel; thence continue
N8T04'22"W a distance of 821.65 feet; thence S03"34'58"W a distance of 25.00 feet; thence N8T27'51"W a distance of
488.66 feet; thence N02.55'20"E a distance of 358.41 feet; thence S8T04'40"E a distance of 116.63 feet; thence
S06.33'10"E a distance of 25.35 feet; thence S8T04'40"E a distance of 37.94 feet; thence N6T57'06"E a distance of 185.57
feet; thence S22.02'54"E a distance of 30.29 feet; thence N6T57'13"E a distance of 122.16 feet; thence S22.02'58"E a
distance of 74.12 feet; thence S8T04'40"E a distance of 498.88 feet; thence S21.43'15"E a distance of 247.77 feet to the
point of curvature of a nontangent circular curve, concave to the Northwest, whose radius is 150.66 feet and chord bearing
is N73.11'25"E and chord distance is 27.50 feet; thence along the arc of said curve through a central angle of 1 0.28'24" for
a distance of 27.54 feet; thence N6T57'13"E a distance of 1 04.59 feet to the point of curvature of a circular curve,
concave to the Northwest, whose radius is 25.00 feet and chord bearing is N22.57'13"E and chord distance is 35.36 feet;
tl'lence along the arc of said curve through a central angle of 90.00'00" for a distance of 39.27 feet; thence S22.02' 47"E a
distance of 222.26 feet to the POINT OF BEGINNING. Containing 9.25 acres of land, more or less.
Notes:
1. This is not a boundary survey. No boundary monumentation or indications were located as a part of this survey.
2.Boundary information is based on a boundary survey as supplied to this firm by Cavone & Associates, Inc.
3. Wetland line as delineated by Morgan Environmental Services, Inc.
4. The bearings and North arrow as shown hereon are based on the North line of Block "D" of O.R. Mitchell's Survey of the
Levy Grant on Lake Jessup, as recorded in Plat Book 1, Page 5 of the Public Records on Seminole County, Florida, being a
bearing of N83.50' 35"E.
4. Vertical information is based on Seminole County Benchmark #437.37.01 being a PK nail and disk in the Northeast corner of
a parking lot at the Southwest corner of the intersection of S.R. 434 and Tuskawilla Road.
5. This survey is not intended to reflect or determine ownership.
6.No part of this drawing may be reproduced, by photocopying, recording of by any other means, or stored, processed or
transmitted on or by any other systems without the prior written permission of the surveyor. Copies of this plan without an
original signature and impression seal are not valid.
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GRAPHIC SCALE
\.
POINT OF COMMENCEMENT
NORTHWEST CORNER
LOT 38 BLOCK "0"
O. R. MITCHELL'S SURVEY OF
THE LEVY GRANT ON LAKE JESSUP
P.B. 1, PAGE 5
N83"50' 35"[
50 0
~
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( IN FEET )
1 inch = 50 ft.
1929.61'
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\ i.\ _- , \~ \ \' \\ / I I '; I \ LOT..$--3S:- 37,36 \\ \\-
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TOPOGRAPHIC SURVEY
TUSKAWILLA TRAILS PHASE
SHEET
OF 21
C-4
I I
ABBREVIA TIONS THA T MA Y BE USED ON THIS SURVEY
Ac
Asph
AT
Ave
AZ
B.C.
B.L.
Bldg
Blvd
B.M.
Bndry
Bot
Brg
Acre BW
Asphalt C.B.
Aerial Target CCR
Avenue
Azimuth
Bottle Cop
Bose Line
Building
Boulevard
Bench Mark
Boundary
Bottom
Bearing
Barbed Wire
Catch Basin
Certified Corner
Record
Curb and Gutter
Cost Iron PIpe
Concrete Monurnent
Corrugated Metal Pipe
County
Concrete
Coordinate
Corner
Concrete Pipe
Drop Inlet
C.G.
C.I,P.
C.M.
C.M.P.
Co.
Conc
Coord
Cor
C.P.
0.1.
010
Dr
Dwy
E
EI
(F)
F.F.E.
F.H.
FI
F/L
Fnd
Ft.
G.I.S.
Diameter
Drive
DrIveway
East
Elevation
Field Measurement
FinIsh Floor Elevation
Fire Hydrant
Floor
Flowline
Found
Foot
GeographIc Information
System
Hdwl
Horiz.
H.W.
Hyd
1.0.
I.P.
L.B.
N.
N.G.S.
NGVD
Headwall
Horizontal
HIgh Water
H ydran t
Inside DIameter
Iron Pipe
Licensed Business
North
Notional Geodetic Survey
Notional Geodetic Vertical
Daturn
Not applicable
Orange County
Plot dlrnenslons
P.C.
P.C.C.
P.C.P.
P.I.
P.L.S.
P.S.M.
P.O.C.
P.R.C.
P.R.M.
P.T.
R-
Rd.
R.R.
PoInt of Curvature
PoInt of Compound Curve
Permanent Control Point
Point of Intersection
Professional Land Surveyor
Professional Surveyor and Mapper
Point on Curve
Point of Reverse Curve
Permanent Reference Monument
Pomt of Tangency
Radius length
Rood
Railroad
R/W
Son.
Sec.
S.R.
S.S_
St.
Sty.
S.W.
T.
Twp
T.B.M.
Tel.
U.G.
U.S.G.S. U.S. Geological
Survey
w. West
W.M. Water Main
W. V. Water Valve
~ = Internal angle
-0 Benchmark
EI SectIon Corner
&. Con trol Poln t
DRAWN BY:
HSA
WFG
9/16/02
521-01
DATE
C-4
FB148/1-47
OF 1
I HEREBY CERIFY THAT THIS SURVEY WAS MADE UNDER MY
RESPONSIBLE CHARGE AND MEETS THE "MINIMUM TECHNICAL
STANDARDS. AS SET fORTH BY THE FLORIDA ADMINISTRATIVE
CODE. PURSUANT TO SECTION 427-027. FLORIDA STAlUTES
FOR THE Fl~IDA LICENSED BUSINESS NUMBER LB 3763 BY:
LAND SURVEYING DIVISION OF
!oIm 1!. We66 k Assodllles, lJtC.
CIVIL & ENVIRONMENTAL CONSULTING ENGINEERS
925 S. DENNING DRIVE
WINTER PARK, FLORIDA 32789
PH: (407) 622-9322 FAX: (407) 622-9325
EMAIL: WEBBENGR@AOL.COM
DATE:
CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF,
RIght-of-Way
Sonltary
Section
State Rood
SanItary Sewer
Street
Story
Sidewalk
Tangent length
Township
Temporary Bench Mark
Telephone
Underground
DRAWING NO.:
CHECKEO BY:
MARTIN NEWBY
MANAGEMENT, INC.
~~f.~t~~
NOT VALID WITHOUT THE SIGNA lURE AND RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER
flELD DA TE:
FIELD BOOK:
SHEET 1
JOB NO.:
REVISIONS:
OCSCRIPT/ON:
N/A
D.C.
(P)
"-
'-
/
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\\ \ I \ / , TUSKAWllLA TRAILS I , \ \ _-- \\ \\ _-- \
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\\ \ I I '21 I 22 I \...---./' \\ \\ \
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- - ~ \ .,.";)1'06 ,\O~ ~ .~, '~ ~. -L ,I I I I , V I \"'./' \\ \\ \ ./'./' 5O~ ~O
in ~ 116.63' N '1 ~Ol ~ C? -0 r -- __ _ , I I I '" I \ 3 \ \ \ _- _
.... - r- - _ ~. ';'7'04'40'~' - -: _ O.\~' ~C~. c "':, \'1.'1..\6 0.226 AC:'6>. 55.00' 100.00 ....... -.:.. , 587'04'40"'" 498.88'! I " ~ \ ~ ~ - --\\\ \ \- ~ - - -
)7.94' ~ ~ ...
~ (5l cd, br~ t>-c. ~ '.. '~
'( ~ NATURE TRAIL-MAINTENANCE BERM ~. ,'\.C. O. .~..~ _./' 16 ...:s:-, \
~ -- \
c:e.' .' 25'R - - \
I -----"\ 'b .. 141.28' I , ~ ~ ~ ~ ~ ~ ~ ~~ J.. 4 >, \ )\ -c \
I \ ''t>. ' _', -"" - '"."'" ~'::.i$ :: 100.00.... 100.00' 100.00' 53.20' ~ 'i:: 0\'" -' \ ~ ~ ~ ~ ~ \ \ \~\\ _ '~ /\
~ , ,\,\'\.3'2. 25'R /' ,,,,:' .,>:- """~~_~,~""..".",,~., CO' ".~-'~ ".... / ~ \~ _ \ \ \ \ _,
a:: \ ----/" -'., ~"'~':'-':"~~~~!ii~"" .. "" ~ .,....""~ :... 0 _ - _ _ \
w
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~ ~ 105.00' '","- ..
~ CD 105.00' 83.93
~ w N 30' ;'-.,:;.~~. ~
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- r-... <( IA..T J?
<(..- z 110.00' CD J? ~
~ WET !=J 0' .':. _. . !:l. .
If) I .-- ,. .. lJ' .. 'P' ~
~ g DE~~~ON I ~ ~~~I7//h ~ >' 0.181 AC 105.00 10500' . 130.18' ''1l>. " 1~ -4. _~ 2S'R \\ \ " ~~ \
:;; ~ ~f i g U)~~I~~~C-:" ~~~<:. l'; . 0.157 AC. . 105.00' '.' ~ \~ 6 1\. \\ ~~~~ \
~ ~ r-... I I w 110.52' 0' o. \ \ \ _ _ ./' \
N :Z re N I I ~ 'g,. 22 ,,,...<fie . \ \ \
g; ~ I I <( \ ,\)t \ \
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I I 7226' c.,1 ~ /' /. . --"~'" d......~... ..~..._~ ""'....- J . .. - "-' . . ,~ __ ......... \ ,," H ~ ,.., :~,.,"m>' ad \ \
Ii. 'j' /' / ~ . . -----. . . " ..-.~. . '!: ~ ~ - - ~. >O"'~""'., "A~' _~. .f . ...."".....i/i1.~ - 1~. ~ \ ~\ \
I 17 , ./' / 0.) ," .. - . ..' - ....... .. . . ~~ .. _ _ . .....~;:5~ / /../'J
I I ,- - - - - - -~. .~ r #. ~,o:~";.....~w.~':'~ ..~.. . . ~"_'."~A,~<..qt) - ':";~-::s.t~~ ~ . :_,.,}_,' > ~':h._ ....'.,~..... ~ ~ \ \ .)
I - - - ~32~5 _ _ I ~ ~ W v ~ 100.00' 100 00' 100.00' <, ~""~, ^"H . "'...,."" "
~ 'W V~ V~ 83.72'
1 0.187 AC. ~ 0.182 AC. ~ 0.182 AC. ~ 0.182 AC. ~ 0.182 AC. .... ~_; t 0.326 Ac.1 // ~~<?'.:,. \~ \
lQ ~~15'-;;;;./25' AVG~R\ - - - - - '-- - ~.~ -... t 100.00' 100.00' 0.182 AC. ' 0.182 AC. u 02 U'. I: '" ~\ 19 \
SECONDARY BUFFER \ ~ 0 100.00' 10000' . 45 AC. \ \ ~".., \ \\ \
N87'27'Sl.W I ~ ~ . N87'04'22.W 100.00', ';:..
488.66' ~. .. 137.4 7'
r ., .' ;-.~.v<..,,'::;'. '.;.;_ ~ _"~,,
, ..
STATION : LOT 16' I I I I I
, I TUSKAWILLA I TULOT 13 , ,:-, I I I I
I I SKAWILLA " LOT 12 I I I
, I ' I """ I TUSKAWILLA I I I
I I , ~ I SITE DATA ' I
I I I ~ , I ,
I I I I I I
, I , I I ZONING R- T/MOBILE HOME PARK I I
EXISTING LAND USE: UNDEVELOPED
I PROPOSED TYPICAL 20' ASPHALT PROPOSED LAND USE: MANUFACTURED HOUSING COMMUNITY
ROAD ON A 30' ROAD RIGHT-OF-WAY. ZONING REQUIREMENTS
SEE SHEET C-18 FOR ROAD CROSS- SECTION
.
\
\
\
\
\
\ - \
\-
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-
./'
./'
\ - ./' - ./' ./'
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8
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\ \ --
\ \ " ~ -
\/\\~~~~ 9
\ \ -
APPROXIMA TE WETLAND Y ./' -
JURISDICTIONAL LINE \ \ _ -./'
AS DELINEATED BY OTHERS \ 1 \ _ _ _ _ -
\ -
-----./'
J ~
~
GRAPHIC SCALE
25
I
50
,
100
I
200
I
( IN FEET )
1 inch = 50 ft.
, I
, I
I I
, 25' I
frvp 1
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'ow
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RETENTION TRACT
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MIN. ;~~~~~~;/.:~~J,~/..:;:'.'> .'/~<'>:><~:'~::~~~
_ ~?;:{~?~L~G~Z':t~~:i
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: ~ Ci:!iil
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I ~ ~0::il!}! --I
1 " '/ / -' / / '/ /.. . . . / /j 1
1~ ?t;;ii~:;: "~:.Bi~}:;' .
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in
TABLE
LENGTH CHORD BEARING
72.19' N80~6'16-E
= 154.10 AC.
1
1
7.5'
MIN.
MINIMUM LOT SIZE:
MINIMUM P&R SIZE:
MAXIMUM BLDG HEIGHT:
R/W WIDTH:
STREET WIDTH:
MINIMUM DRIVEWAY WIDTH:
PROPOSED TUSKAWlLLA TRAILS-PHASE II
4,000 SF
10% PARK & REC. OF TOTAL PROJECT AREA
30 FEET, 2 STORIES
50 FEET (APPROVED VARIANCE TO 30 FEET)
20 FEET
10 FEET
'7,5' ';>;";';;=;>:X'~'~"'~;~>/>:' ~-./-/x,
I /;/. / '>/~.<//;/~"<,<<~,<.. ::/.":j~/'~~<><-,',':.>~/~,~.<<///~/;/>: -"':0'>/'.~/' ..:,,- "></,.<</1,.,>1>/
MIN. /. ~</ .,//// /,' ,//./.,,/, / /. / >_:;..-, ///... . '//', " /..i..... /,'.' //, , ,/. //.'/.
':;~'>:~:<" ~.,,/ <,j~;'_:":><</</ ,-.{, .. ,'//~ /~~/ ,,<><-,~:,__, '>'.>::' "~ ,'_ 'f -'-.<.-;~> ,'~'(<"<~.>,", ': :. _:~>, _ -'", _:' -'. ~:~:.<~
I o'',o/r. .'>, /.' / ',' 30 X 57 '/ ,/..'..... . ///. . .. /c' A'R .', 'CAR ,'.
!///j><,/:/.,."-/':<<~> ' ;,' _///~<./><.,>>.:>>>..<,,/ //. , ,':"'" /'.'" -'/,..:
4 (%<:;';{~~~'/" >;.,;' / BLDG. ;,8>:'(.:-::'.':;; ,: - ;<;:?,; /:PO'R T './ POR ,(<. R
-/'////,"///"/ENVELOPE/.'///'//."//'" ...... "./ "/,,/ "IN
,,!I"/."<"'///'~,"/'/~.,i' . , . / -",_~/~/_/,",<"///~/ .~,..//.,- /,/." ,/_//j</ M .
'l~;',';:-:'<~X://'...<;../<>,; ':>:...~/~/<<:-;/<.:-;;:/-: . ~X14''.'/ '.' /?14' <>:":
~~~:~ji<:'?::>/?';;Y';;:;"~:,;,/:~~!~;{~/?;;;'):: ~~/~,/./..,.;.; ,~:;; '.';;;';~~1
SITE DATA
SETBACKS & YARD REQUIREMENTS
FRONT YARD
SIDE YARD
BACK YARD
LANDSCAPE BUFFER
15 FEET
7.5 FEET
5 FEET
25 FEET ALONG PARK BOUNDARY
PROJECT AREA
NO. OF LOTS
NEW BUILDING AREA
NEW ROADWAY AREA
NEW DRIVEWAY AREA
LIFT STATION AREA
POND AREA
TOTAL IMPER~OUS AREA
1
1 ~
::E
_ --' _C~O~ _ :_ --!I~ _
1
I
.1__
24'
DRIVE
1 24'
R/W DRIVE
- - -- - ....... - -
TUSKAWILLA TRAILS - PHASE II
CALCULATION OF SITE ACREAGE
CURVE
RADIUS
165.66'
40.00'
40.00'
25' SECONDARY BUFFER
OTHER GREEN AREA
TOTAL PERVIOUS AREA
HOME SITE AREA
ROADS AND R/W
POND AND ABUTTING AREA
25' SECONDARY BUFFER
PROJECT AREA
-~ - - -
EDGE OF PAVEMENT
EDGE OF PAVEMENT
CURVE
C18
C23
C29
DELTA
24-58'07-
65-01'07-
90-00'00-
CHORD
71.62'
42.99'
56.57'
----
TUSKAWILLA TRAILS:
'b
~
in
~
47.91 AC.
9.25 AC.
96.94 AC.
in
.0
~
TUSKAWILLA TRAILS - PHASE I =
TUSKAWILLA TRAILS - PHASE II =
UNDEVELOPED AREA
- ROAD 'i. _
ROAD 'i.-
45.39'
62.83'
N54-33'13-W
S42-o4' 40.E
=
TYPICAL LONGITUDINAL LOT LAYOUT
N.T.S.
TYPICAL LATERAL LOT LAYOUT
N.T.S.
NOTE : DRIVEWAYS SHALL BE &" THICK, 3000# CONCRETE.
402,930 S.F. = 9.25 AC. = 100.0%
32 LOTS
81.600 S.F. = 1.87 AC. = 20.3%
37,873 S.F. = 0.87 AC. = 9.4%
11,520 S.F. = 0.26 AC. = 2.9%
900 S.F. = 0.02 AC. = 0.2%
63,550 S.F. = 1.46 AC. = 15.7%
195,443 S.F. = 4.49 AC. = 48.5%
22,831 S.F. = 0.52 AC. = 5.7%
184,656 S.F. = 4.24 AC. = 45.8%
207,487 S.F. = 4.76 AC. = 51.5%
245,260 S.F. = 5.63 AC. = 60.8%
58,609 S.F. = 1.35 AC. = 14.6%
76,230 S.F. = 1.75 AC. = 18.9%
22,831 S.F. = 0.52 AC. = 5.7%
402,930 S.F. = 9.25 AC. = 100.0%
* ENGINEERING/SURVEYING L1C. # 3763/LB3763
WETLAND ENCROACHMENT 107,158 S.F. = 2.46 AC. = 26.6%
9/16/02 PER CITY COMMENTS
HSA
JBW
DESIGNED fFV
DRAWN UUP
CHECK J8N
APPROVED FOR JOHN B. WEBB
1 & ASSOCIATES, INC.
/1h~ "f Iv-a-
( REG. jPROF. EN~. F~RIDA 19951
~: J. ::a.4 "7
fl. H. WdJ/J It. AsS(ldllles, lJfC. *
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEERS
926 S. DENMNG DRIVE, WINTER PARK. FLORIDA 32789
Sunshine
'Communities
,. .. ~C-_-'
~ - - ..,..-
"...0 happy lifestyle".....
NO.
..JC:)tfl B. wam. P.E.
PROJECT ENGINEER
T!:JSKAWILLA TRAILS
PHASE II - FINAL PLAN
FINAL DEVELOPMENT PLAN
DATE
BY
APPR'D.
REVISIONS
DATE
8EPT,2002
ENGR'S. PROJECT
821-01.1
SCALE
SHEET
OF 21
C-5
l' = 50'
1300' RAD. FROM FIRE HYDRANT \ \
~\ - - - - - ... ~ ~ - --- \ ~\ \ I I I I ; I \ ~ --::> ~ \\ ~ ~ / '---
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1. SEE SHEETS C-11 THROUGH C-13 DEPICTING WATER & WASTEWATER
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* ENGINEERING/SURVEYING L1C. # 3763/LB3763
9/16/02 PER CITY COMMENTS HSA JBW DESIGNED 8FV APPROVED FOR JOHN B. WEBB
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2 11/14/02 PER CITY COMMENTS
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~ B. WEBB. P.E. ROF. EN~. FL"IDA 19951
REVISIONS BY APPR'D. PROJECT ENGINEER 4 z.~_ tJ l-
NO. DATE
101m H. We/JIJ It. AsS(J(illfcs, lHC. *
CIVIL & ENVIRONMENTAL CONSUL TING ENGINEER8
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DATE
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C1VL & ENVIRONMENTAL CONSUL TING ENGIIEERS
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1
2
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9/16/02 PER CITY COMMENTS
11/14/02 PER CITY COMMENTS
12/12/02 RAISED PROPOSED GRADE
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DATE
PLAN and PROFILE 4
REVISIONS
BY
APPR'D.
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PROJECT ENGINEER
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STA 11+40 INSTALL 8- lEE TO NORTH. RESTRAINED JOINT
INSTALL GAlE VAL \IE ON NORTH OF TEE. RESTRAINED JOINT
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INSTALL 8- CAP ON NORTH SIDE OF GAlE VALVE INSTALL 8- PVC SDR18 WM.
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cover over top of WM
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A\'''~TO FIELD ADJU~~ AUGNMENT OF PROPOSED oFF-sriE:..
,WATER AND FORCE MAIN TO AVOID EXISTING SPECIMEN TREES IN CITY'.,.
'RJGHT-OF-WAY. CONTRACTOR! TO COORDINATE WITH CITY ENGINEER ON
THE FIELD ADJUSTMENTS PRIQR TO INSTALLATION.
NOlES:
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1. Contractor td' maint~lf:l minimum 36" soil
GRAPHIC SCALE
20 0 10
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( IN FEET )
1 inch = 20 ft.
* ENGINEERING/SURVEYING L1C. # 3763/LB3763
2
9/16/02 PER CITY COMMENTS
11/14/02 PER CITY COMMENTS
NO.
DATE
REVISIONS
HSA
GNP
JBW
JBW
BY
APPR'D.
40
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I 2. Right-of-way information for Tuskawilla road is taken form Seminole County
Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11.
3. Vertical data is based on Seminole County Benchmark Designation 2392001, 4x4
C.M. with Seminole County Nail & Disk at S. W. corner S.R. 419 & Tuskawilla &
Brantley Ave. -21' W. of light pole (#748949) - 14' N. of a cone. signal pole -
26.5' E. of E.P. Handy Way parking lot.
4. No part of this drawing may be reproduced by photocopying, recording of by
any other means, or stored, processed or transmitted in or by any other systems
without the prior written permission of the surveyor.
5. Stationing based on the centerline intersection of Mohawk Trail and Nature's Way
at Station 10+00.
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2. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT TO THE CITY FOR
APPROVAL A MAINTENANCE qlf TRAFFIC PLAN ALONG NATURES WAY.
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3. CONTRACTOR SHALL MAINTAIN A TRAFFIC LANE TO ALLOW AUTOMOBILE
TRAFFIC ALONG NATURES WAY DURING CONSTRUCTION OF PROPOSED
OFF-SITE WATER AND FORCE! !MAIN.
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DESIGNED BFV
DRAWN UUP
CHECK Jf!1rN
APPROVED FOR JOHN B. WEBB
ASSOC!A TES, INC.
Il.A- 5 I~
REG. P OF. Et-~R. F)...ORIDA 19951
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CIVI. & ENVIRONMENTAL CONSUL TlNG ENGINEERS
926 S. DENNING DRIVE, WINTER PARK, FLORIOA32789
T!:JSKAWILLA TRAILS
PHASE II-FINAL PLAN
OFF-SITE WATER MAIN PLAN
(1 OF 2)
Ja-W B. WEBB, P.E.
PROJECT ENGINEER
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DATE
SEPT, 2002
ENGR'S. PROJECT
821-01.1
SCALE
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SHEET
OF 21
C-11
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INST LL 8" X 12" WET TAP
INST LL 8" GATE VALVE, RESTRAINED JOINT
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( IN FEET )
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36.00
34.00
32.00
30.00
* ENGINEERING/SURVEYING L1C. # 3763/LB3763
9/16/02 PER CITY COMMENTS
2 11/14/02 PER CITY COMMENTS
NO. DA TE REVISIONS
HSA JBW DESIGNED 8FV
GNP JBW DRAWN UUP
CHECK JfNi
J()f-t,I a WEBB, P.E.
BY APPR'D. PROJECT ENGINEER
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1. Contractor to maintain minimum 36" soil cover over top of WMpipe.
(Except within FDOT R/W, 48" min. required)
2. Right-of-way information for Tuskawilla road is taken from Seminole County
Right-of-way Map Tuskawilla Road Phase IV Sheets 8 and 9 of 11.
3. Vertical data is based on Seminole County Benchmark Designation 2392001, 4x4
C.M. with Seminole County Nail & Disk at S. W. corner S.R. 419 & Tuskawilla &
Brantley Ave. -21' W. of light pole (#748949) - 14' N. of a cone. signal pole -
26.5' E. of E.P. Handy Way parking lot.
4. No part of this drawing may be reproduced by photocopying, recording of by
any other means, or stored, processed or transmitted in or by any other systems
without the prior written permission of the surveyor.
5. Stationing based on the centerline intersection of Mohawk Trail and Nature's Way
at Station 10+00.
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GATE VALVE &J STEM;
SffE DETtJL 4/P-19 .
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GATE VAL ~ BO,q AND STEM
SEE DETAIL 4/C 19
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,,-T_,__:~11~~,-~L:C :J~fl "..~4".:,' :.:
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; If' EXIST. 12-01P WATER MAIN
42.00
. . . . . . . . . .,. . . . . . - . . . .. . . . . . . . . . . ~ . . . . . . . . - - - . . . . .
....... - -........... .,. - -... -... -........... - -...
40.00
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INSTALL S-X45"BENDk
" RESTRAINED: JOINT r
38.00
INSTALL S~45"BeNDS
RESTRAINED JOINT
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-."- ------- t..- INSTALL is;pvc1 SDR' ~ S- --.r--.--.
l WATER AlN ! ~
INSTALL 96 LF. S- STEEL C SING PIPE
(S' aEYOND CUR EACH SIDE)
-'."'~. --~L______1._~__.C^_____$_ -~---l._. ____.__+-_.~ '_-_~
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1. CONTRACTOR TO FIELD ADJUST ALIGNMENT OF PROPOSED OFF-SITE
WATER AND FORCE MAIN TO AVOID EXISTING SPECIMEN TREES IN CITY
RIGHT-OF-WAY. CONTRACTOR TO COORDINATE WITH CITY ENGINEER ON
THE FIELD ADJUSTMENTS PRIOR TO INSTALLATION.
2. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT TO THE CITY FOR
APPROVAL A MAINTENANCE OF TRAFFIC PLAN ALONG NATURES WAY.
3. CONTRACTOR SHALL MAINTAIN A TRAFFIC LANE TO ALLOW AUTOMOBILE
TRAFFIC ALONG NATURES WAY DURING CONSTRUCTION OF PROPOSED
OFF-SITE WATER AND FORCE MAIN.
j
NO S: . ~_'... i _"_~__,_.____...;-..___
~" .',' -t- . .
i 1. CONTRAC~OR T9 EX~D 1S STEEL CASI~G A MIN. OF] s' Bo/OND BACK OF CURB. '
1 BOTH SloE:S.,. :" ~ ,
-- -. -. -- '1--- .--::'f-------r-.-----r----- -f ..-. ! -.--- ;. ..- "r" ,;..,., : ..--..
2. AFTER IN" TALLAllON 6F CA$NG AND CA~RIER PIPE, CONTR~CTOR : SHALL COORDINA~
Wl1!H IN, COO TY F' CUT. BACK i OF C SING WE T SID ONL IN ORD R
TO! MAKE, WET t.AP I EXIS 12-WM.... i i '" j .
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3. ~ TRACtOR st\ALL PE. RFOR ALL: WORKJ..' AND ~Ll MATERiAl. SHA~ MEET THE
I MINIMUM ~TAND"RDS OF TH SEMI~OLE COUNTY,. ! f" .
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30.00
17+00
18+00
19+00
APPROVED FOR JOHN B. WEBB
ASSOCI A TES, INC.
101m H. WeIJIJ It. AsSlJdllfes, lHC. *
C1VL & ENVIRONMENTAL CONSlL TING ENGINEERS
926 S. DENNING DRIVE. WINTER PARK, FLORIDA 82789
DATE
8EPT,2002
ENGR'S. PROJECT
821-01.1
Sunshine -,-;- k
Communities I!:JSKAWILLA 1t?A1LS
..' -C:_.... - PHASE II-FINAL PLAN
"...0 happy lifestyle"
OFF-SITE WATER MAIN PLAN
(2 OF 2)
SCALE
~;E~ C-12
1. - 20'
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* ENGINEERING/SURVEYING Lie. # 3763/LB3763
9/16/02
2 11/14/02
PER CITY COMMENTS
PER CITY COMMENTS
HSA
GNP
JBW
JBW
-,---- INSTALL 4 "X45. PVC SDR18 BEND
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I RESTRAINED JOINT
I (f) INSTALL 4 "PVC SDR 18 PIPE
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EXIST. 4' CHAIN UNK FENCE
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DESIGNED BFY
DRAWN MMP
CHECK JBW
JOHN B. WEBB, P.E.
PROJECT ENGINEER
NO. DATE
REVISIONS
BY
APPR'D.
APPROVED FOR JOHN B. WEBB
& ASSOCIATES. INC.
~
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GRAPHIC SCALE
JO 0 15 JO 60 120
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( IN FEET )
1 inch = 30 ft.
30' UNIMPROVED R/W
I INSTALL 4"PVC SDR 18 PIPE
!
r 24' CURB
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AVERY PARK
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EXIST. 8" P.V.C. W.W.
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EXIST. 4' POST ANO RAIL fENCE \
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EXIST. INLE T
TOP-J9.96
:NV.-3S.02 (NeT m:LD V1::RIF1fO) ~-:.64
r S. INV.-JJ.65
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EXI T.
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INSTALL 4 "X45. PVC SDR18 BEND
RESTRAINED JOINTS
~:~J~~s\f REcutSORE EXIST. MANHOLE
INV.-36.10 (NOT fl;Co'ER:r:ED) CONNECT 4 "FORCEMAIN
AT INV. EL. 33.65
BRICK PAVEMENT LIMIT PAVEMENT CUT
& REMOVE AND REPLACE WHITE
POLYETHYLENE FENCE AS
NEEDED FOR 4"FM INSTALLATION
TO BE REMOVED
AND REPLACED
AND REPLACEMENT
\2' WALL""",
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1. ENGINEER SHALL COORDINATE WITH THE CITY ON CONSTRUCTION
NOTIFICATION TO HOMEOWNERS FOR FENCE AND SHED REMOVAL PRIOR
TO CONSTRUCTION.
~
1. CONTRACTOR TO FIELD ADJUST ALIGNMENT OF PROPOSED OFF-SITE
WATER AND FORCE MAIN TO AVOID EXISTING SPECIMEN TREES IN CITY
RIGHT-OF-WAY. CONTRACTOR TO COORDINATE WITH CITY ENGINEER ON
THE FIELD ADJUSTMENTS PRIOR TO INSTALLATION.
2. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT TO THE CITY
FOR APPROVAL A MAINTENANCE OF TRAFFIC PLAN ALONG NATURES WAY.
3. CONTRACTOR SHALL MAINTAIN A TRAFFIC LANE TO ALLOW AUTOMOBILE
TRAFFIC ALONG NATURES WAY DURING CONSTRUCTION OF PROPOSED
OFF-SITE WATER AND FORCE MAIN.
4. WHERE OFF-SITE 4"FORCE MAIN CROSSES NATURES WAY. CONTRACTOR
TO REMOVE AND REPLACE UNPAVED ROADWAY.
fl. H. WeI1IJ Ie.. Asstdtdes, lHe. *
CIVL cI ENVIRONMENTAL CONSUL TING ENGINEERS
926 S. DEI#/IN(3 DRIVE. WINTER PARK, FLORIDA 32789
T!:JSKAWILLA TRAILS
PHASE II - FINAL PLAN
~v~
nshine
ommunities
.....-
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...0 oppy I eSl e
DATE
SEPT. 2002
ENGR'S. PROJECT
821-01.1
OFF-SITE SANITARY 'SEWER
SCALE
SHEET C-13
OF 21
19.30'
OUTFALL STRUCTURE I
MODIFIED TYPE "E" I ~LET
W / FIBERGLASS LEE"f'\ I
SKIMMER AND B "LI
DOWN DE~CE I
T.R. 28.00
WEIR EL. 26.46 I
INV. EL. 25.00
BOTTOM EL. 23.50 L
(SEE DETAILS 8,9 A NO
13/C-18)
\
\
,
\
\
\
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\
,
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-
- JURISDICTIONAL LINE \ l;l!)'1 l.... ". " I' \ _ - - \ \ _ - \
PROPOSED EROSION AND \ _, DELlNEA TED BY OTHERS \ \ \ /f ," r:: r ~; c.,~. \ '-; ~ FOOT MODIFIED TYPE F TU SK A WI LLA TR AI LS I STORM STRUCTURE NOo 1 _ - \ \ \ \ _ - - \
SEDIMENTATION CONTROL '\ \ :; _ - ~ \ \ I, \ ~,' 7 '.: ,,\'c, ()' ~SEE D~TAIL 7/C-18) I I I ; FOOT MODIFIED TYPE "F" _ - - \ \ \ \ _ _ - \
DE~CES TO BE INSTALLED AND \ \ -- \, \\ \ \ \ \ \ \ '\ / / J.nl I r-! ' 1/ (I J (~EE DETAIL 7jC-18) _-- \ \ '\ - \
MAINTAINED DURING AND AFTER \ , INSTALL 254,...l~: / \\, \ \ \ \ \ \ \ ~' 18 \ ''I I / : 9 $?:' L-.:\':' 26 rill I /, v' , - - \ \ \ \\ \
CONSTRUCTION. TO ~E REMOVED \ \ 12"P~RE;/~C )1NDERDRAIN \ \ \ ,\ ' HIGH P~INT\ \ \ k ,-.. I \ " j J/ / ~ ~'1 , ?~:: /,,~, 7. \ '\ - . I ~ \ \' \
ONLY PER ENGINEER S DIRECTION \" '; \ \ \MIJ?,.e: -sEE Ib~AILS 1l & 12 ,.\\ ~ "'" "'''~' ~\ -\, \ \ ~ ~~ I $ 1 /1 " ~ in ;~ ~ I L . ~ ,.1 , " \ _ _ \\ \ \ " \
(SEE DETAILS 3 & 4/C-18) '\ \ \. \1 \"S~ .SH~~T -18 ,( "\\ - 0, '~. ~. \~\ \ \ '\ I: i> \,." '";/ ..<( ~~(~:II ,<. I ,\ \ ,7 _-- ,\ \ \ \
r...... \ \, i ~ / \ ~~ ' , ~6 "\ 'I ,I II I" I '" < \ - \ \ \ \ ,
'\"" ' - 1(' ''\ ~ '/ I / , -
STORM STRUCTURE NOo 9 ! ! \ \ \ '~i ~ / / ' U I ~- '. .. ., \;!: i ///.. \.. ' ,,! \ I 'J ; I I II " I ',' \ _ - - \ \ \ \ \ \
MITERED END SECTION "d Hi. IL \ 16,5. ~/ ! \ /1 \" I ,/ I \" \,' - - '"
~NV.EL.240001 ) (tNi'~\3t BLQW.,:: ,r' '-, - ~'~'\ \\ 0--~''---\ -i,;. i:,,' I ,-", .,y- \ \\ \\ _- 50 0
SEE DETAIL 6 C-18 ~_ ,---/X:. /; ~~! ~~'tDE ~ -- -~-A Y -/ \l~ \. '\\ \ \V".- '\~\ \ · ~ I~ -,.. --4 _ !; !\ \ I\' .I/T' " 'y-' TREE LINt' )\' _-"\\ \ \ _-- ~
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L STORM STRUI,; '-',IRE NU. f :! : ' 'j\, . :, XIM Al;E WE1L ND ,\ L i NA ~RE'S ~ Y 30\- ' . /, , , -,~ =-~ "" ";c..-,.. -'.,,' -- ,,-' ./ " --";: _ \ ~ \.r'-....."" "
(SEE DETAIL 6/C-18) , , DELlN A TED 'y OTHERS - - - - - -1._ J. _ _ .::, _ _ ., _ \.. _ ~,_ _>"- ...:."'_ _ _ _ , """', '... .,--.=~. . ..,. '''"",>,,~..... ~"'. _. _,:":;.".- \
STORu STRUCTU' RE NO. 5 I. --'\ ~ -. - '..-.. ~~~@i1"f:€b~~:&~\~~~~...~ "".)~~.s.,,,:..'."-"~"""
M \~-\ _.--...'\..... ~-=-'-="T'c-,-..,,-, --.- -:-'-:;c-.- --L?_- ~ -::-,;-- _ ~ ' ~:'~ -,,~<<.~:'(>>
\, I / ' \
70 LF 36"ADS, N-12 PIPE; Lor 16 I TUSKAWILLA : :C::,' \ 1
o 2.86~ I TUSKAWfLL/', 1 I I . J
, ~~~~~~~~TI~t?S6~~~~~ 'i)';~1"w;~ : " : ' ,~ :
DEVICES TO 'BE INSTALLED AND , n /' f ': ;: N_L ;... 1
MAINTAINED lOURING AND AFTER I I I
CONSTRUCTION. TO BE REMOVED I '7 I STORM STRUCTURE Nf'\. 3 /
ONLY PER E1NGINEER'S DIRECTION FOOT MODIFIED TYPE ~F"
(SEE DETAILS 3 & 4/C-18) (SEE DETAIL 7 jC-18)
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- - - \ ~ \ \ I I ' I 1 I \ _ ---:..----:..- - /" _ \ \ _ - -
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" -- \ \ ,S \ \ \~\\ - - -:.. - - -- ~ -~ ~ -- - - -1- - - -- --..L I I I \ ----:..--- --- _ - --;- \ \ \\
__ _\ I" - - ----_ ----_ \,- _ ___ _ _ \
_- , -e: ./"--::--- - ----------___~~-------..L--__ -1 _.->" - _ -_- \\ \
\ \ \ _- \\ (' ~~ ../'~_---- - - - - SHAWNEETRAi[---------~~_~---------.----. ---;- \\ \\
\ TREE LINE - \, -='"- _---=--=--=-------___ - -------- _- - \\
- - -- ~ ---- ---- - - \ \
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14.
~
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GRAPHIC SCALE
25
I
50
,
100
I
200
I
( IN FEET )
1 inch = 50 ft.
SPREADER SWAL
BOTTOM 4'x105'
3: 1 SIDE SLOPES
(SEE DETAIL BELO
&
PROPOSED RETENTION POND
WITH 10' MAINTENANCE BERM
5: 1, 2: 1 SIDE SLOPES
3 : 1 SODDED BACK SLOPES
BOTTOM TO BE SEEDED AND MULCHED
STORM STRUCTURE NO. 8
FOOT TYPE "p" MANHOLE
(SEE DETAIL 10jC-18)
~. -~-
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- :;-- ~-~_.-.... - -
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A CURB- TOP ON LOT-lINE EXlENSIClN AT HIGH LOT CalNER
A-B PAAKWAY SLOPE: 12' GRASS N<<J WAU( AT 1/4" /FT (2ll) - 3" lo.~
B-C SlOE SWAlL: !!e' GRASS AT 1/40/FT (2X) 14" 1.2
C-O SWALE l\JRN lIIIllt let RADIUS: 18' GRASS . 1/4" /FT - 4" 0.
D-E REAR SWAlL: 12' GRASS AT 1/40/FT (2X) J" 0.
E-F PROlEC1111E REAR SLOPE UP FROM ttQl-POlNT Of' SWALES - -L o.S
SUB-1OTAL A-F FROM CURS-TOP 10 GROUND AT REAR III..DG WAU.-3O" (2.5")
lINIIolUIl RISE FROM CURB-TOP 10 SLAB FLOOR: 30"+11" 38" (3.21
-.. RISE FOR WOOD FLOOR USING II" oIOISlS: 30"+1,0 - 4110 (4.11
3" 100J~
7" 0.11
X' 0.2
1" 0.1
..L o.s
1'" (U1
27" (2.31
38" (3.21
A CURB- TOP ON LOT-lINE EXlENSIClN AT HIGH LOT CORNER
A-B PAAKWAY SLOPE: 12" GRASS N<<J WAU( AT 1/40/FT (2X) - J" ~o.J~
B-C SlOE SWAlL: !!e' GRASS AT 1/40/FT (2X) 140 1.2
C-O PROlEC1111E REAR SLOPE AT EX1ENSIClN Of' REAR WALL -.....!:. 0.5
SUB-1OTAL A-O FROM CURB-TOP TO GROUND AT REAR III..DG WAU.-2J" (1.1')
J" fo.J~
7" 0,8
-!:... 0.5
18" (1.31
A CURS- TOP AT HIGH SlOE Of' IlRIIIE NEAR LOW LOT CalNER
A-B PAAKWAY SLOPE: 12' GRASS N<<J WAU( AT 1/4"/FT (2X) - JO (0.J1
B-C IlRNEWA Y GRADE OIANGE: 4' \IER1lCAL aJRIIE FROM
UP-GRADE IlRIIIE IN S1REET 10 DOWN GRADE IlRIIIE ON LOT - 0" (0.01
C-O IlRIIlEWAY DOWN-GRADE 10 PONT 10 FEET OUT FROM
IIUlLOlNG LINE: 14' AT 1 S/I"/FT (13.5lC) -23" (-1.1')
O-E FRONT SWAlL: 18' AT 1/4" /FT (2X) 4" (0.31
E -F PROlEC1111E FRONT SLOPE UP FROM HIGH-POINT Of' SWAlES -..L (0.51
SUB-1OTAL A-F FROM CURB-TOP 10 GROUND AT IlUUlING - -10" (-o.s~
--.. RISE FROM CURIl-TOP 10 SLAB FLOOR: -10"+11" -X' (-0.2
-* RISE FOR WOOD FLOOR USING r oIOISlS: -10"+1,0 +," (o.s
J" (0.3")
0" (0.01
-23" (-1.1")
2" (0.2")
..L (o.S1
-12" ~-1.~
-40 -o.J
+7" +0.8
''>:: >:'
0:::
Ww
O.-J
<t<(
W3:
g:(/)
(/)
EL. 17.00
10' EAST MAINTENANCE
BERM (SODDED) z
o
t=
l. 29.00 g
0:::
l-
(/)
Z
o
U
lL.
o
I-
~ 4' WIDE
~I BOTTOM
til
EL. 25~OO~ J
---- ~I ~1
, ~%~IIIII II EL. 17.00
J 1111111111111111111) ~
PROVIDE EROSION CONTROL III ., '>:: ;'
MAT THROUGHOUT THE lENGTH
OF THE SPREADER SWAlE
NOTE:
1. LOT GRADING TO CONFORM TO THE REQUIREMENTS
OF FHA/VA/HUD AND CITY OF WINTER SPRINGS. (TYPICAL)
2. CONTRACTOR SHALL INSTALL 12"PERFORA TED PVC
UNDERDRAIN ALONG CENTERUNE OF PAWNEE TRAIL FROM
STA. 0+00 TO STATION 2+54. UNDERDRAIN TO BE INSTALLED
A MINIMUM OF 36" BELOW TOP OF GRADE IN ACCORDANCE
WITH DETAILS 11 AND 12 SHEET C-18.
3. UNDERDRAIN SHALL BE CONNECTED TO 12"SOUD WALL PVC
PIPE WHICH RUNS BETWEEN LOTS 12 AND 13 AND DISCHARGES
TO THE STORMWA TER POND. SOUD WALL PVC PIPE SHALL BE
INSTALLED A MINIMUM OF 36" BELOW FINAL GRADE.
~
-D/-
i
-11-
9
-,-
I
.-J
~I
'\J DHWl=27.98 (25YR/24HR)
l-
(/)
W
3:
168'-SOD BERM AND SIDE SLOPES DOWN
TO NHWl
10' WEST MAINTENANCE
BERM (SODDED)
EL. 29.00
ALL DRAINAGE TO STREET
DRAINAGE BOTH TO STREET AND TO REAR LOT LINE
ALL DRAINAGE TO REAR LOT LINE
SAMPU: COIlPIJT A lION Of' GIWlINC CONTROL LINE A-F FOR A 8d LOT ON AN
O.SS S1REET, lIIIllt 2ft SE1llACK. 28' IIUILDING DEPlH N<<J 2X SWAlES
RESUl. TS USING
1~ SWALES
SAIlPLE COIlPIJTAllON Of' GRADING CONTROL LINE A-O
FOR A eo' LOT lIIIllt 2ft SE1llACK. 2S' IlUUlING llEP1H AJ<<) 2X SWAlES
RESULTS USING
1~ SWALES
SAMPLE COIlPIJTAllON Of' GRADING CONTRa. UNE A-F FOR A
8d LOT. 2ft SElBAQ<. 13.SS IlRIIlEWAY, AJ<<) 18' FRONT $WALE D-E AT 2X
RESULTS USING
1~ SWALES
EL. 25.00
--
--
'\J NHWL=25.00
N.T.S.
WET DETENTION
POND E/W CROSS SECTION @
_IlIUM RISE FROM CURB- TOP 10 SLAB FLOOR: 2J" +11"
lINIIlUM RISE FOR WOOD FLOOR USING II" oIOISlS: 23"+1,0
Jl" (2.8') 24" (2.0')
42" (3.51 35" (2.t1
LOT GRADING TYPE A
lOT GRADING TYPE B
LOT GRADING TYPE C
LOT GRADING DETAILS
SPREADER SWALE DETAIL
* ENGINEERING/SURVEYING L1C. # 3763/lB3763
2
3
9/16/02 PER SJRWMD COMMENTS
11/14/02 PER CITY COMMENTS
12/12/02 RAISED PROPOSED GRADE/ REMOVED UNDERDRAIN
HSA
GNP
GNP
JBW
JBW
JBW
DESIGNED EFV
DRAWN UY=>>
CHECK JENi
APPROVED FOR JOHN B, WEBB
& ASSOCIATES. INC.
!oIm H. Wc66 It. t!ls8(J{jllfcs, lHe. *
CIVL & ENVIRONMENTAL CONSlL TING ENGINEERS
926 S. DENNM3 DRIVE, WINTER PARK. FLORDA 82789
~~:0~::n~~ities Th-lSKAWILLA TRAILS
~'" -c -_ ..... _ - PHASE II-FINAL PLAN
"...0 happy Iifestyte"~
STORMW A TER MANAGEMENT
AND EROSION CONTROL PLAN
DATE
SEPT, 2002
ENGR'S. PROJECT
821-01.1
NO.
DATE
REVISIONS
BY
APPR'D.
JC:)I-I"1I a WEBB. P.E.
PROJECT ENGINEER
SCALE
. l' - 50'
~;E~ C-14
--
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\ ~ \ \ I 1 1 1 I I \ ././---:-./ ./ \\ ././ \
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). \ \1\ \ _ -:..-:.-=- - - - - - - -= -= -= -= -= -= -= -= -= -= -= - - - ...L - - _ _ _ _ _1_ I I \ ./ ---:----:- - ______ _ - -:::.- - \ \ \ \ \
- \ \ Y':" ___ -:::.. - - - - - - - - - _ _ _ _ - - - - - - ...L. - - _ _ _ -1 _ ~ - _ - _ - \ \ \ \ \
_--- \\ ~ ~......-=-.::::::::~--- =_---____-=-__ - - SHAWNEE TRAiC-----------=--=-=-=-=-====::::----- _--:::.-:::- \\ \\ 14 \
TREE LINE _ \ \ _ _ _ _ _ _ \"- ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \ \ \ \
- - -- ---T--- ------- ---- - \\
-- \\ - --;::,.- \ ----,------=T======---------- ----\" 1 \\ \ \
_ - - \ \ ~ ___ - \ I. I -1- - - - - - - T - = = ==-- - - - - \ _ --\ \ \ \ ..A
_ ~ APPROXIMATE WETLAND \ \ (/ \ 1 1 I I / T \ _ - \ \ \ \ _ _ - \
JURISDICTIONAL LINE \\ \ / \ I 1 TUSKA WILLA TRAILS 1 I \ \ _ - - \ \ \ \ _ - - \
DELlNEA Y::D BY OTHERS _ ---\ \ I 1 7 \ 1 I I I \ \ _ _ - \ \ \ \ _ - \
- - \ \ \\ N22.02'54.W \ I I I I I \ \ - - \ \ \ \ - - \
- - - \ \ \ \\ 30.29' \ 1 8 I 1 9 I I I I \ \ _ - - \ \ \ \ \" \
\ - - \ \ \ \ I 20 I 21 I 22 \ \..... - \ \ \ \ \
\ - - \ \ \ \ ___ I 1 I I I 23 \ 24 \ 2 ) \ \ \ \
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TUSKAWILLA
,------------..--
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LOT 16
TUSKA WILLA
24" WHITE THERMO
PLASTIC STOP BAR
3.
1.
ALL DEVELOPMENT PRIVATE OR PUBLIC SHALL COMPLY WITH CHAPTER 316, FLORIDA STATUTES, MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), AND CITY OF WINTER SPRINGS (CITY), FOR SIGNING AND MARKINGS.
IF, AT ANY TIME PRIOR TO FINAL ACCEPTANCE, AN UNFORESEEN NEED BECOMES APPARENT FOR SIGNING OR PAVEMENT
MARKINGS NOT SHOWN ON CITY APPROVED PLANS, THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGN(S) OR MARKINGS IN
THE INTEREST OF PUBLIC SAFETY AND AS A CONDITION OF CITY ACCEPTANCE.
TRAFFIC CONTROL SIGNS: "STOP" SIGNS SHALL BE REQUIRED AT EVERY STREET INTERSECTION AS A CONDITION FOR ACCEPTANCE
OF SUBDIVISION PAVING AND DRAINAGE IMPROVEMENTS. ALL SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION.
CONTRACTOR SHALL FURNISH AND ERECT REGULATORY SIGNS AS REQUIRED BY CITY ENGINEER. REGULATORY SIGNS MUST CONFORM
TO MUTCD.
SPEED LIMIT SIGNS WHEN REQUIRED SHALL REFLECT THE STANDARD AS STATED IN THE MUTCD. POSTED SPEED LIMITS SHALL BE
DETERMINED BY THE CITY ENGINEER IN COMPLIANCE WITH CHAPTER 316, FLORIDA STATUTES.
PAVEMENT MARKINGS AND FIELD INSTALLATION THEREOF SHALL BE APPROVED PRIOR TO FINAL ACCEPTANCE BY CITY ENGINEER
IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION MANUAL
AND THE CITY OF WINTER SPRINGS TRANSPORTATION STANDARDS.
TEMPORARY TAPE TO BE INSTALLED PRIOR TO DARKNESS OF DAY OF EXISTING MARKINGS REMOVAL. NO CONFLICTING MARKINGS
PERMITTED.
7. TWO (2) WEEKS "CURE TIME" ON ASPHALT REQUIRED PRIOR TO FINAL MARKINGS INSTALLATION.
8. NO MARKINGS ARE TO BE INSTALLED PRIOR TO LAYOUT APPROVAL BY CITY ENGINEER.
9. MARKINGS ARE TO BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS WHERE APPLICABLE.
10. ALL STRIPING PLANS REQUIRE APPROVAL OF CITY ENGINEER.
11. TWO-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN THE CENTER OF THE DRIVING LANE NEAREST EACH FIRE HYDRANT.
FURTHER SPECIFICATIONS CAN BE ATTAINED THROUGH THE CITY FIRE DEPARTMENT.
12. STREET NAME SIGNS: STREET NAME SIGNS SHALL BE SIX (6) INCHES TALL WITH FOUR (4) INCH TYPE "C" LETTERS ON 0.080"
ANODIZED ALUMINUM WITH SILVER (WHITE) REFLECTIVE LETTERS WITH GREEN ENGINEER GRADE HEAT SENSITIVE REFLECTIVE
SCOTCHlITE. STREET SIGNS SHALL BE DOUBLE BLADED BOLTED ON BOTH ENDS AND MOUNTED ON A STANDARD VANDAL RESISTANT
TWIST BRACKET BETWEEN THE SIGN & U CHANNEL. THE STREET SIGN ASSEMBLY (FOUR 6-INCH BLADES WITH TWIST BRACKET)
SHALL BE INSTALLED ON TOP OF THE STOP SIGN POST. WHEN A STREET NAME CHANGES AT INTERSECTIONS OR POINT RATHER THAN
A TURNING SITUATION, ARROWS ON SUCH WILL BE REQUIRED.
13. REGULATORY SIGNS: THIRTY (30) INCH HIGH INTENSITY "STOP" SIGNS SHALL BE REQUIRED AT EVERY STREET INTERSECTION AND
SHALL BE IN PLACE PRIOR TO FINAL INSPECTION. CONTRACTOR SHALL FURNISH AND ERECT REGULA TORY SIGNS AS REQUIRED BY
CITY ENGINEER. REGULA TORY SIGNS MUST CONFORM TO THE SPECIFICATIONS IN THE MUTCD. ALL MATERIALS SHALL BE 3M
SCOTCHlITE, HEAT SENSITIVE, HIGH INTENSITY. ALL SIGNS SHALL BE MOUNTED ON TWELVE (12) FOOT CHANNEL POSTS [HOT DIPPED
GALVANIZED, TWO (2) POUNDS PER FOOT].
14. ALL SIGNS SHALL BE ERECTED WITH BRACKETS AND CONCRETE (SEE DETAIL THIS SHEET). ADDITIONALLY, THE BACK SIDE OF
EACH SIGN IS REQUIRED TO HAVE THE DATE OF INSTALLATION STENCILED ON IT (MONTH/YEAR), IN ONE (1) INCH FIGURES USING A
LONG LASTING FLAT BLACK PAINT.
15. SPEED LIMIT SIGNS IN RESIDENTIAL AREA SHALL REFLECT THE STANDARD AS STATED IN THE MUTCD OF 15 MPH. SIGN TYPE
USED AND LOCATIONS SHALL BE AS SHOWN ON THE PLANS, AS APPROVED BY THE CITY ENGINEER.
(()
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2.
12"
1. PLACE POST
2. POUR IN DRY CONCRETE MIX
3. ADD WATER AND MIX
4. FILL HOLE WITH REMAINING
DIRT AND SAND
5.
RIGHT-OF-WAY
o
-~.-HI INlENSITY
STOP SIGN (SEE
DETAIL 2jC-6)
4.
6.
4" DOUBLE
YELLOW
THERMO
PLASTIC
STOP SIGN/BAR NLT~A -nON DETAIL ~
TYPICAL STOP SIGN PLACEMENT DETAIL
N.T.S.
@
* ENGINEERING/SURVEYING L1C. # 376.3/LB376.3
1 9/16/02 PER CITY COMMENTS HSA JBW DESIGNED FPI APPROVED FOR JOHN B. WEBB
2 11/14/02 PER CITY COMMENTS GNP JBW DRAWN .... & ASSOCIATES, INC.
CHECK J!NI
~ a WE:Em. P.E.
NO. DATE REVISIONS BY APPR'D. PROJECT ENGINEER
DATE
SEPT, 2002
fl. H. WdiJ It. Assoallfes, l11C. *
C/VI.. & ENVIRONMENTAL CONSUi. TING ENGINEERS
925 S. DENNMG DRIVE, WMTER PARK, FLORIDA 32789
.,~\Sunshine
\~'c..:...'~~ommunities
'_' -c -_ ...._
"...0 happy IifeSfyle"~
T!)SKAWILLA TRAILS
PHASE II - FINAL PLAN
SIGNAGE and STRIPING PLAN
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2
11/14/02 PER CITY COMMENTS
12/12/02 RAISED PROPOSED GRADE
NO.
DATE
REVISIONS
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GNP
JBW
JBW
DESIGNED 8FV
DRAWN UUP
CHECK .BN
JOt-t1I B. WEBB, P E
PROJECT ENGINEER
APPROVED FOR JOHN B. WEBB
& ASSOCIATES, INC.
ffolm H. WcI1I1 It. Asma/a, lJfC. *
CIVL .. ENVIRONMENTAL CONSUL TIN6 ENGINEERS
925 S. DENNING DRIVE, WINTER PARK, FLORIJA 32789
Sunshine
....Communities
""'..' C-
to -h -I'f STy! ..~- ......-
...0 appy I es e
T!:JSKAWILLA TRAILS
PHASE II-FINAL PLAN
HOMESITE GRADING PLAN 1
DATE
SEPT, 2002
ENGR'S. PROJECT
821-01.1
BY
APPR'D.
ALL DRAINAGE TO STREET
SAI.IPlE COMPUT A 11<>>1 OF GRADING CONlROL UN[ A-f fOR A eo" LOT <>>I AN
0.5:1 STREET, WITH 28' SElBACIC. 2a' 8UILllING DEPTH AND 2:1 SWALES
RESUL 15 USING
1:1 SWALES
A CURB- TOP <>>I LOT -UNE EXlDlSl<>>l AT HIGH LOT CORNER
A-8 PARKWAY SLOPE: 12' GRASS AND WALK AT 1/4"/fT (2:1) - 3" Io.~
8-C SIDE SWALE: 58' GRASS AT 1/4./fT (2:1) 14. 1.2
C-D SWALE l\JRN WITH 10" RADIUS: ",' GRASS. 1/4"/fT - 4" 0.
D-E REAR SWALE: 12' GRASS AT 1/4" /fT (2S) 3: 0.3'
E-f PROTECll\'E REAR SLOPE UP FROM HIGH-PONT OF SWALES -...J:... 0.5
SUB- TOTAl A-f FROM CUR8- TOP TO GROUND AT REAR BI.DG WAlL - JO. (2.5')
WINIWll RISE FROM CURB-TOP TO SLAB fLOOR: JO" +a" 38" (3.2')
W1NIMUIl RISE fOR WOOD fLOOR USING 8" .JOISlS: JO"+lV" - 4V" (4.1")
3. lo.~
7" o.a
2" 0.2
,. 0.1
...J:... 0. 5
lV" (1.81
27" (2.3"j
38" (3.2'
LOT GRADING TYPE A
~
-11/-
i
-~-
'"
t;
-j-
DRAINAGE BOTH TO STREET AND TO REAR LOT LINE
SAI.IPlE COMPUT A 11<>>1 OF GRADING CONlROL UNE A-D
fOR A 80' LOT WITH 2a' SElBACK. 28' BUILDING DEPTH AND 2X SWALES
RESUL 15 USING
1:1 SWALES
A CURB-TOP <>>I LOT -UNE EXlDlSl<>>l AT HIGH LOT CORNER
A-B PARKWAY SLOPE: 12' GRASS AND WALK AT 1/4"/fT (2:1) - 3" !0.3~
B-C SIDE SWALE: 5/1' GRASS AT 1/4. /fT (2S) 14. 1.2
C-D PROTEC11\'E REAR SLOPE AT EXlDlSl<>>l OF REAR WAlL -....!:... 0.5
SUB- TOTAl A-D FROM CURB-TOP TO GROUND AT REAR BI.DG WAlL - 23" (1.91
3. !0.3"~
7" o.a'
~ 0.5'
lS" (1.31
WINIWUIl RISE FROM CURB-TOP TO SLAB fLOOR: 23" +a" 31. (2.S'j
WINIMUW RISE fOR WOOD fLOOR USING a" .JOISlS: 23"+lV" - 42" (3.5'
24" (2.o"j
35" (2. v'
LOT GRADING TYPE B
ALL DRAINAGE TO REAR LOT LINE
SAI.IPlE COMPUTAll<>>1 OF GRADING CONlROL UNE A-f fOR A
80' LOT, 28' SE1BAQ(, 13.5:1 ORI\'EWAY. ANO 18' FRONT SWALE o-E AT 2X
RESUL 15 USING
1:1 SWALES
A CURB-TOP AT HIGH SIDE OF ORI\'E NEAR LOW LOT CORNER
A-B PARKWAY SLOPE: 12" GRASS AND WALK AT 1/4. /fT (2:1) - 3" (0.3")
B-C DRIVEWAY GRADE 0lANCE: 4' \'ER11CAl CUR\'E FROM
UP-GRADE ORI\'E IN S1REET TO DOWN GRADE ORI\'E <>>I LOT - O. (0.0")
C-D DRIVEWAY DOWN-GRADE TO POINT 10 FEET OUT FROM
BUll.DlHG l.IHE: 14' AT 1 5/8" /fT (13.Y) -2S" (-u1
o-E FRONT SWALE: la' AT 1/4. /fT (2lC) 4. (0.3")
E-f PROTEC11\'E FRONT SLOPE UP FROM HIGH-PONT OF SWALES -...J:... (0.51
SUB-TOTAl A-f FROM CURB-TOP TO GROUND AT IIUIl..DING - -10. (-o.~
WINlMUlI RISE FROM CURB- TOP TO SLAB fLOOR: -10" +a. -2. (-0.
1l1Nl_ RISE fOR WOOD fLOOR USING a. .JOISlS: -10"+lV. -+9. (0.
3" (0.31
0" (0.01
-23. (-1.91
2" (0.2)
...J:... (0.51
-12" f-l.~
-4" -0.
+7" +o.s
LOT GRADING TYPE C
LOT GRADING DETAILS
N.T.S.
NOTE:
LOT GRADING TO CONFORM TO THE
REQUIREMENTS OF FHA/VA/HUD AND
CITY OF WINTER SPRINGS.
MEG DENOTES MEET EXISTING GROUND.
MANUFACTURED HOME PAD SHALL BE
CROWNED IN CENTER TO PROMOTE POSITIVE
DRAINAGE AWAY FROM PADS.
100-YEAR FLOOD ELEVATION IS 22.00 (SEE SHEET
C-3) LOCATED 650' WEST OF WEST SIDE OF
PAWNEE TRAIL. LOWEST PAD ELEV. SHALL BE 30.0
(7.5' ABOVE 100-YEAR FLOOD).
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----------SH~WNEE TRAIL -~~~~~~~~~~~-~~~--
TUSKA'W/LLA
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\ STA. 8+97.07 PAWNEE lRr4Il I' \ \- / / / \
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, <~i ~<:>~., _ ') \\ \ \\'\\\ .' / / / / / / "\ NOTE: N. T,S,
: \ ~ ",Q t.'-" .' \ \ \ .:: / / \ 1. lOT GRADING TO CONFORM TO THE
", \ \ - - - \ REQUIREMENTS OF FHA/VA/HUD AND
I \ \' \ - - \ CITY OF WINTER SPRINGS.
I /// \ \~\// \~: :~:U~~~~~~DM~~::~::N~H::~::'
I / , \ \ CROWNED IN CENTER TO PROMOTE POSITIVE
, II \ \ \ DRAINAGE AWAY FROM PADS.
\ 'I 1 9 4. 100-YEAR FLOOD ELEVATION IS 22.00 (SEE SHEET
, 1\ / ~'\\ C-3) LOCA TED 650' WEST OF WEST SIDE OF 5
. \ PAWNEE TRAIL. LOWEST PAD ELEV. SHALL BE 29.
- - -t-\ - - \ (7.5' ABOVE 100-YEAR FLOOD).
,'-"............... "\/ ~ \\ ' \
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, \] I' I i I:' V :'.. 3 I )'.' i~, 6,";).'2. .//
~AD EL ~1i5 J ' \ PAD EL 42:5. .! /, / i \ \ \ D t.'-" _/
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2
SAMPlE COWPUT A Tlaol Of' GRADING CONTROl UNE A-F FOR A 80' LOT ON AN
0.9 SlREET, W1lH 28' SElBACK, 28' BUILDING DEPlH ANO 2X SWALES
RE5UL 15 USING
IX SWALES
TUSKA WILLA
TRAILS
14
57'
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23
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15
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A CURB- TOP ON LOT -UNE EXTENSION AT HIGH LOT CORNER
A-B PARKWAY SlOPE: 12' GRASS AND WAU< AT 1/4"/FT (2X) - 3: !0.3'~
B-C SIDE SWALE: 56' GRASS AT 1/40/FT (2X) 0 140 1.2
C-D SWALE 1\JRN W1lH 10' RADIUS: Ie' GRASS. 1/4 /FT - 4" o.~
D-E REAR SWALE: 12' GRASS AT 1/4"/FT (2X) 3, 0.
E -F PROlECTI\IE REAR SlOPE UP FROIl HIGH-POINT Of' SWALES - --C-. 0.5
SUB-TOTAL A-F FROIl CURB-TOP TO GROuND AT REAR BI.DG WALL - 30" (2.5')
MINIMUM RISE FROIoI CUR8- TOP TO SlAB FLOOR: 30"+8" 38" (3.2')
MI_UM RISE FOR WOOO FLOOR USING 8" JOISTS: 30"+19" - 49" (4.1')
3" !0.3~
T 0.6'
2" 0.2
I" 0.1
-L 0.5
19" (1.6')
2T (2.3')
380 (3.2')
TYPICAL PAD CROWN DETAIL
NTS
\
\
\
\
,
\
\
\
\
\
\
\
\
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* ELEV. HP IS 0.32' ABOVE HIGHEST CORNER ELEVo
\
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GRAPHIC SCALE
LOT GRADING TYPE A
TREE .~lNE
/
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15
I
30
I
60
I
120
I
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( IN FEET )
1 inch = 30 ft.
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;::0-..: B
DRAINAGE BOTH TO STREET AND TO REAR LOT LINE
~
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\
SAIotPlE COWPUT A T10N Of' GRADING CONTROl UNE A-D
FOR A 60' LOT W1lH 28' SElBAa<. 28' BUILDING IlEPlH AND 2X SWALES
RE5UL 15 USING
IX SWALES
<0
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LINE
A CURB-TOP ON LOT-LINE EXTENSION AT HIGH LOT CORNER
A-B PARKWAY SlOPE: 12' GRASS AND WAU< AT 1/4" /FT (2X) - 3 !o.~
B-C SIDE SWALE: 56' GRASS AT 1/4"/FT (2X) 14: 1.2
C-D PROlECTI\IE REAR SlOPE AT EXTENSION Of' REAR WALL - -!:. 0.5
SUB-TOTAL A-D FROIoI CURB-TOP TO GROuND AT REAR IlLDG WALL-23" (1.9')
3" !0.3'~
T o.e'
-!:... 0.5'
Ie" (1.3')
lIINIMUM RISE FROIoI CUR8- TOP TO SlAB FLOOR: 23"+80 31" (2.e')
lIINlllUM RISE FOR WOOO FLOOR USING 8" .JOISTS: 23"+19" - 420 (3.5')
24" (2.0')
35" (2.9')
LOT GRADING TYPE B
y
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ALL DRAINAGE TO REAR LOT LINE
SAIotPLE COWPUT A lION Of' GRAIlING CONTROl UNE A-F FOR A
60' LOT, 28' SETBAa<, 13.9 DRIIiEWAY. AND Ie' FROlT SWALE D-E AT 2X
RE5UL 15 USING
1 X SWALES
I i
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~
--
.\ . ......-.
, -)60.
A C\JR8- TOP AT HIGH SlIlE Of' 0Rl\IE NEAR LOW LOT CORNER
A-B PARKWAY SlOPE: 12' GRASS AND WAU< AT 1/4" /FT (2lC) - 3" (0.3')
B-C DRIIiEWAY GRADE CHANGE: 4' \/ERllCAL CUR\IE FROIot
UP-GRADE 0Rl\IE IN SlREET TO llOIIH GRADE DRI\IE aol LOT - 0" (0.0')
C-D DRIIiEWAY llOIIH-GRADE TO POINT 10 FEET OUT FROIoI
BUIUlING UNE: 14' AT 1 5/8" /FT (13.5lC) -23" (-1.9')
D-E FROlT SWALE: Ie' AT 1/4" /FT (2X) 4" (0.3')
E-F PROlECTl\IE FROlT SlOPE UP FROIoI HIGH-POINT Of' SWALES - -L (0.5')
SUB-TOTAL A-F FROIoI CURB-TOP TO GROuND AT IIUlUlING - -10" (-0.8')
M_UM RISE FROIoI CURB-TOP TO SlAB FLOOR: -10"+8" -2" (-0.2')
_W RISE FOR WOOO FLOOR USING 8" .JOISTS: -10'+19" -+9" (0.8')
3" (0.3')
0" (0.0')
0.1'2.
~'u.
-23" (-1.9')
2" (0.2')
-L (0.5')
-12" l-I.~
-4" -0.
+T +o.e
LOT GRADING TYPE C
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* ENGINEERING/SURVEYING L1C. # 3763/LB3763
LOT 13
TUSKA,WILLA
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TLlSKAWILLA
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11/14/02 PER CITY COMMENTS
2/12/02 RAISED PROPOSED GRADE
GNP
GNP
JBW
JBW
DESIGNED BFV
DRA'M-I UUP
CHECK Jf1N
JOt-W a WEBB. P.E.
PROJECT ENGINEER
APPROVED FOR JOHN B. WEBB
ASSOCIA TES, INC.
floIm H. Wc66 k Assodlllcs, lHC. *
C1VL & ENVIRONMENTAL CONSlL TING ENGI/EERS
926 S. DENMNt3 DRIVE, WNTER PARK, FLORIDA 32789
nshine
ommunities
.....-
T!:JSKAWILLA TRAILS
PHASE II-FINAL PLAN
HOMESITE GRADING PLAN 2
DATE
SEPT, 2002
ENGR'S, PROJECT
821-01.1
NO.
DATE
REVISIONS
BY
APPR'D.
-
"...0 happy
SCALE
1- - 30'
;;; C-17
~
-
NOTE:
SUB-GRADE CUT TO BE COMPACTED TO 95% MAX DENSITY AS DETERMINED BY AASHTO T-180.
CUT TO BE REPLACED WITH AN 8" 3000 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING
BASE. CUT AREA TO BE PLATED OR PROTECTED ON THE DAY OF POUR. EXISTING SURFACE
TO BE SAW CUT TO AN AREA 5 FEET BEYOND BASE CUT.
c=J
~
CONCRETE REPLACEMENT
8" HIGH EARLY CONCRETE
PERMANENT HOT ASPHALT REPLACEMENT
APPLIED IN 2 INCH MAXIMUM LAYERS
HOT ASPHALT
5' TYPICAL
5' TYPICAL
,SAW CUT
~~g~!~~~
.' d : '! ~ _ : \. ~ of A
EXISTING BASE
:.q ..6
6.<
EXISTING BASE
. --
~
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l' TYPICAL--j
~ EXISTING SUBGRADE
GENERAL NOTES:
1. BASE REPLACEMENT SHALL BE 3000 PSI,
HIGH EARLY STRENGTH CONCRETE.
2. ASPHALTIC CONCRETE SURFACE MATERIAL
SHALL BE REPLACED WITH THE SAME
TYPE OF MATERIAL THAT EXISTED AT
THE TIME OF REMOVAL, OR AS APPROVED
BY THE CITY ENGINEER.
3. MINIMUM ASPHALTIC CONCRETE SURF ACE
OVERLAY THICKNESS SHALL BE ONE (1")
INCH, OR AS APPROVED BY THE CITY
ENGINEER.
4. ALL JOINT CUTS SHALL BE MECH-
ANICALL Y SAW CUT.
~ <0
SUBGRADE I")
(COMPACTED ~
TO
95% MAXIMUM
DENSITY)
PAVEMENT RESTORATION
,
8
~ UTILITY PIPE
1. LONGITUDINAL CUTS MAY REQUIRE
OVERLAY/RESURFACING OF THE COMPLETE
WIDTH OF THE TRAVELLED WAY.
2. CUTS AT INTERSECTIONS OF STREETS
GENERALLY MAY REQUIRE A COMPLETE
OVERLAY/RESURFACING TO THE END OF
ALL RETURN RADII, AND ALSO TO A
POINT TEN (10') FEET BEYOND THE
CUT, WHICHEVER IS GREATER.
3. ACTUAL REQUIREMENTS WILL BE AS
STATED ON THE APPROVED PERMIT.
\
SILTING BASIN
R/W
/
12"
~
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-I I:>
. -11- ~~
II j:';-
'S~
-u.:11
ASPHAL T
~PAVEMENT
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STRAW BALES AS
REQUIRED W/ 2"X2"
WOOD STAKES
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STABILIZED SUBGRADE
/
12"
\
r STRAW BALES
~ \FINISHED GRADE
TOP OF SUB-BASE
J
~'" ~v~')'
~ SILTING BASIN
""'-- STORM STRUCTURE
-I"-
~ - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
::::::::::::::,~;~,~~~.~~~.,,~~~~~.~~~.::::::::::::::::::::::::::::::::::::::::::::::
....................................................... ........................................
.................................................................................................... ..
.
IX)
......p-..........-.................................-......".................................-.....................
10'R
~~
2"X2" WOOD :::~~
5f~l~
\(
STANDARD CONCRETE RIBBON CURB
@
NOTE:
STRAW BALES TO BE REMOVED
PRIOR TO PLACEMEN T OF AS-
PHALT PAVEMENT AND PLACE-
MENT OF SODDING SWALES
AND OPEN SPACE.
6' Max.
Optional Post POSitiOn~ Principle Post Position
".t- (Canted 20. Toward Flow)
Filter Fabric (In ~ I I
Conformance With ~
Sec. 985 FOOT Spec.) ~ ~
~Filter Fabric
'~
~\ 1/ ~/ow
I ~
/
1
~
~~
~
Post (Options: 2" x 4" Or I
2t Min. Dia. Wood: Steel I
1.33 Lbs/Ft. Min.) I.
STANDARD ROADWAY OPENCUT DETAIL
@
Q)
~
~
.....
a
c::
~
~ ~
-.
~
"-
0::
Cf.
30' I R/W
I
I
~
"-
0::
1.5%
-
I 10.0' LCONC. RIBBON CURB
. I TYP. EACH SIDE ~
I C-1
,
~ ~
A/V ///LLA/////L //,~
.,:. -~."..~-~'~::: ~..:. ':' :..- ,""'.,.-' ..'~ '. .--:-..:.I~ .:..:..,.,:-....:--..:'"' ,.--:': :.:; ~:'..."'.,'" .-.,.. '~
'\(1" (MIN. COMPACTED) F.D.O.T. TYPE I
ASPHALT CONCRETE
6" SOIL-CEMENT BASE
MIN. COMPo STRENGTH:300 PSI @ 7 DAYS
MOISTURE CONTENT: ::I: 2% OPTIMUM MOISTURE CONTENT
r
10.0'
1.0'
1.0'
I
I
.1
INLET WITH STRAW BALES
.
"
Q;)
FOOT TYPE C
24" WEIR CUT IT STRUCTURE & GRATE
ON STRUCTURE t
WALL.
SEE DETAIL BELOW. TOP OF SKIMMER EL.28.50
EL. 28.00 L 6" Pcl/4" THK. FIBEREGLASS OIL
. SKIMMER INSTALLED 10" CLEAR
OF STRUCTURE OUTER WALL
BOT OF SKIMMER EL 25.96
EROSION CONTROL DETAIL
~-
~
~
.
~
-~
"
.
~
i.-
ELEVATION
SECTION
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE III SILT FENCE
5'-4"
@
m t---= J1
III Jj
... r- u
EL. 25.00
4" PVC TEE W/END~
CAP ""
'"
NWL=25 00 '7 .I L
to
:~
t- - ......:l)
18" ADS N-l~ PIPE
. I- - ~L,,-25.0Q.....(
------ .,'..,',','......,',.,'..,'......,',',',.,'..,',.....,'. .,'..,.
12' ~.....LR. --r';:..,. ',',','.i:f..in.'.f.:j..,.p:,',',',',',',',':::,',',' .
, ........h'l'r'.X.................
.. .......................... ...
. :':.: .:.: .:.:.:\.:. :s~;~~;';i': ~~~:':.:.:. :.:
....,.....,'..... ':. .i::J.... h 't. ;,.'c3.........,., ':. ','.'. .
.......... .........a. .~YlV..... .......
" ~
i
1 f
B,
4" DIA. PVC PIPE W/
2.76" DIA. HOLE EL. 24.50'
C END CAP
GENERAL NOTES
I. These inlets are designed for use in
ditches, medians, pavement areas, or other
areas subject to heavy wheel loads where
debris is minimal and is subject to pedes-
trian and/or bicycle traffic.
2. When alternate G grate is specified in
plans, the grate is to be hot dipped galva-
nized after fabrication.
3.4'
8" SUBBASE
FBR: 75 PSI
COMPACTED TO 98% MODIFIED MAXIMUM DENSITY
NOTE : SOIL-CEMENT SHALL BE COMPACTED LESS THAN 2-HOURS
AFTER INTRODUCTION OF CEMENT.
~L =...= ~ =-= = =!!: . =~ -"""~ :IF=
~
= F =1i==:==r==Ir==rr
TYPICAL ROAD SECTION
"
:::::
I
~
A
L
@
--1
8"
-16" C1
Typloal Opt/nlng, OIle Or lIore
Sides. See Plans For R~lred r--.r
Openings_ Grout FllI To Be - r---
--. "" '" .... ~
I~
4'-4"
.1
~
I"
2;;
-.
I"
2;;
3'-0"
8"
-
~
I
~
8"
""-
...L-
~
PLAN
4'-4"
~
J"
'IK:~'
r Grate -" c ~ *T
-JI LCI, 1 I'-Eye Bolts
I' -: See Index 201
+ ~~......,- .I',~ #4 Bars
T ' ---- L_::-"" @ 12" Ctrs.
3'-0"
SECTION
TYPE E
Recommended Maximum Pipe Size:
3'-0" Wall-24" Pipe
4'-6" Wall-42" Pipe
I"
3'-4"
~l
~I~
~
C\J ~~ft
<!o I~
II) <!o
Il> II) (
o ~
~~ ~
iN ~ ~
o:l
~
~
to
":l-
I
":I-
TYPE E
.1."
Straight Bars 2''x 16
I" .1."
Reticuline Bars I;; x 16
Bands If'x r
Approx. Weight 215 Lbs.
-J 6" I ~
DITCH BOTTOM INLET TYPE "E"
(For Overflow Structure)
8"
4'-0"
.8"
A
--t+ -.J
,
b
I
~
Eye Bolt ..-
See Index 201
I-
PLAN
7
-~=I
..
-tl\I
I'<)
3. These inlets may be used with Alt. B
structure bottoms, Index 200. The inlet and bottom
combinations are to be paid for under the
contract unit price for inlets (DT Bot)
(Type F (or G)) (J Bot, Depth), Ea.
OUTFALL STRUCTURE WITH BLEEDER
= 1I=r:=~!g====-====~
~ ---;;-!F== Ii;== = i=-= IF-=F
B..J
I---sooJ
in
~ctr
r'-
~
. A1
to .,s.
.- ~
- '-I-- -
I
~ 4'-0"
I'<)
"..-- ~ToOI Edges To 1" Radius ---........ ..............
I~ III IlL
Match ~ng J
sf
EL. 28.00'
I. -<
to.......
J:w
~>
Qo
~lD
<(
~
~ '-Cv 111\
~ ~ Al~
~CRETE SlAB 3' THICK REINFORCED . J
Willi 6')( 6" 10/10 E.IlED WIRE FABRIC / It)~
I'--(
8'~
~
r
-J
u
~soo~
PLAN
5' SOD
<I.: 7
A
c
EJ
L .. .."
6" CONC SLAB
~~ & DISSIPATER
( h POND BOTTOM
_-cr"L"'9
#4 ROD~I~ 5'
E '
.5!'
L3x3x~-....
1\
{~~
~iOt~k
V
ROUND CONCRETE-J
PIPE
I
VARIES
ROUND CONCRETE PIPE SECllON
NOTE:
1. LETTERS REFER TO F.D.O. T. DESIGN
STANDARDS "DIMENSIONS AND QUANTITIES
CHART ON INDEX NUMBER 272 & 273.
~
I
~
o
15-
18"
24"
30-
36"
A
2.27'
2.36'
2.53'
2.70'
2.87'
B
4.09'
5.12'
7.18'
9.25'
11.31'
C
6.36'
7.48'
9.71'
11. 95'
14.81'
E
4.03'
5.03'
7.03' 11'
9.03' 13'
11.03' 15'
F
8'
M
4.63'
4.92'
5.50'
6.08'
6.67'
9'
N
1.19'
1.21 '
1.25'
1.29'
1.33'
L3 x 3 x f' ~
*
CONCRETE MITERED END SECTION
FOOT INDEX NO. 272 ~
~
ENGINEERING/SURVEYING Lie. # 3763/LB3763
9/16/02 PER CITY/SJRWMD COMMENTS
DESIGNED fFV
DRAWN UUP
CHECK J8W
~B.WEBB,PE
PROJECT ENGINEER
HSA
JBW
APPROVED FOR JOHN B. WEBB
1. & ASSOCIATES, INC.
~ 'f, ~--?L
~EG. ~OF. ENGR} FLORIDA 19951
ATE: J J/~4./"...
. ..
NO.
DATE
REVISIONS
BY
APPR'D.
~&.
~
,
N.T.S
sf L Match Paving
..
_IL
<3 o~I-+t
~=~~H=~ 1; H~~
II II II) II " n' Il> II) ~ ~
Z' Clear ~ Z' Clear I I .~ o:l ~ LI... II)
o:l ~ r.:- ....~.~..,... c:: b
1t= . 1r=:=H/==11 .u ~~~~~.~ ~
II II II II U' C::~Il>~e:
II #4 Bars @ 12 CfS.H H <3 ~ ~ .!:: Q
--r =t= =-- ~ =1 \ I~
SECTION AA ~ #4 Bars @ IZ' Ctrs.
~
3'-0"
2'-11"
..-- ~ool Edges To r Radius
It-...
~ ~ :~---:Ik- ~l A 0
~ Lf'ear 7 f~ ~II~/ 4~
3f :T =~==~=I=r=
~ - ~
8"~ 1 2'-0" 1 8"
II II II
2' Cleo! j:T r 1= , 1= ~
II ~1 ~ 12 j II
~=rr= :~FT
A-A
..
-r.;
-^
~
V/,
L//////L/~ 8"
~~~~
;IL
I r 1/4" ALUMINUM
If SKIMMER
2"
~1/4"
2"
SECTION BB
3/8" DIA SST
WEDGE ANCHOR
W/ SST WASHER
,3"
3' - 10 ~
(18 spaces@,,2i)"
19 8ars @ ~
J
C-i
12"X12"Xl/4" ALUMINUM--'/
SECTION TYP OF 8
\ 2"R (TYP)
'-3/8- DIA SST MACHINE
BOLT W/ WASHERS
iNotCh Permitted
(At The Option Of The rr-
ManUfactur~e) I ~
L3x3xi
~~ J
SECTIONDD
.
to
J
..I
J
..l
..J
..J
-..,
-::::Jt-
PLAN
J
J
r
J
~
-,
J
L J
l[
J
[
..I
[ J
l J
SECTION CC
EL 83.72
J
.J
J .J
l ~ ~ J
L..J L
I" l-::l ~ l ~ -j
l.
o
.
'<t
l\J
~
TOP OF STRUCTURE EL 83.22
~L
v
SECTION A-A
EL 82.72
-::l~ 11
.
o
I
.J
Lg-.J
STEEL GRA TE
Steel Grating, Straight Bars 3" x f
Reticuline Bars 2' x I
~
10
"-
I'- Sod
2'
-
.
.-
2'
t--
r-/'-6" ~r-....... Sod SOD ONLY
3" Concrete Pavement
PAVT. AND SOD
.
.-
Notes: I. Pavement and/or sod to be used only where called for in the plans.
2. Cost of paving to be included in cost of inlet.
PAVEMENT AND SODDING
DITCH BOTTOM INLET MODIFIED TYPE "F" ~
~
SKIMMER DETAIL
@
FOOT INDEX 240
floIm H. Wc66 It. AsSlkill/cs, lJfC. *
CIVL " ENVIRONMENTAL 'CONSUL TING ENGINEERS
926 S. DENNING DRIVE. WINTER PARK, FLORDA 32789
nshine
ommunities
--
T~SKAWILLA TRAILS
PHASE II - FINAL PLAN
PAVING AND DRAINAGE DETAILS
SCALE l'
- ~- ...-
"...0 happy lifestyle"
~ ! EL. 26.46'
24"
I... .. 1
WEIR DETAIL
I
@
<k
N.T.S
--
y~
~ v I'
8" BRICK OR
NON-REINFORCED
CONCRETE OR
6" REINFORCED
CONCRETE ~
---
3'-1 "OR
4'-0 DIA
I
11\
\ L
-
ONE CAGE #4 @ 12" CTRS ....::::::::::........
BOTH WAYS IN CENTER 1/3 OF
CONCRETE WALL
ix>
~
t
"-**
~
"- **
#4 BARS @ 9" CTRS
BOTH WAYS
1- \\.
r - ...r:-t- - - -...-==;- -,
I ~ -0- I
AI " IA
LI LJ
I I
I 1
I n I
I I
L________.J
TOP VIEW
I
___VLQJ
2Bf
23f
I ~Frome
..J. _ Grout
~
i1~
~fa!
~~~
r--.r
~Optlonal CoMtructIOll
_ L Joint Permitted
I~
I '{Malt.)
MIl
Ii"
\,
~
~~
!
~
:: 1i
~!!!
~to
i.
!~
I.LJ
2-{'
SECTIOII M
TYPICAL UNDERDRAIN
BOX AND TOP
FOOT INDEX 245
~
\5l
1 r BACKFILL TO SUBGRADE WITH
....J PERMEABLE FREE DRAINING
d SAND IN ACCORDANCE WITH
1 FOOT 902-4
6" SOIL-CEMENT BASE ~
0::1
.L5 ,..~ J __ 1.5 % .
" ~ ~':';":~~-J\;'
V//r~ej
~r I" ~.
12" SCH 40 PVC ~~
PERF, UNDERDRAIN I 74" MI~: 1
Q;)
· fz
1")-
::ii
&. TYPICAL UNDERDRAIN
TO BE PLACED BELOW ALL ROADWAY @
FROM SIA.O+OO TO 2+54 PAWNEE TRAIL
C~14
6' -0" UNLESS OTHERWISE
SHOWN IN PLANS. OPTIONAL
CONSTRUCTION JOINTS PER
MITTED BETWEEN THESE
LIMITS-SEE INDEX NO.201
FOR JOINTS AND MINIMUM
DIMENSIONS
\~~~
~ ....J
:::> III F
o J: a..
:r: ~ w
~ ~ Cl
....... X
::ii <(
0:: 0 ::ii
w ~
III ~
Ci: 0
lD
~
ZZ
:::>0
~i=
UU
~Z
0:::::>
~~
ZO::
00
U
III
Ww
F <5 4~
:r:
O::-z
w<(
~::ii
:::>ui'
O::~
OW
.......~
Cl .
<(- 0:: <(
ow
a..........
wwui'
lD~~
00::0
~a..lD
** PERIPHERAL BARS OR STRAIGHT END EMBEDMENTS MAYBE USED
IN LIEU OF STANDARD HOOKS, IN ACCORDANCE WITH DETAILS
FOOT INDEX 201 SH 3 OF 5.
TYPE "P" MANHOLE
Li:J
~
DATE
SEPT, 2002
N.T.S.
ENGR'S. PROJECT
S21-01.1
~;; C-18
STORM SEWER
(SEE PLAN & PROFILE )
FOR SIZE & LOCATION
I
36' COVER
(TYP. )
GATE VALVE
TEST COCK (TYP.) ~
THREADED
NIPPLE (TYP.) - I
i---..-
Ii" ..... 1Ir.... ..
--.:::::::I L...I -
~ ,.T.......... ...
BACK FLOW PREVENTER
IN ACCORDANCE WITH
PLANS APPROVED BY
THE CITY
~- ,"
_:::>T
.
--
'" ,,/ .
JII ./, .
F'./
I
I--
- UNION
.~ (2 REQUIRED)
n -=-: 900 BEND
'"\.. (2 REQUIRED)
A
(If Tee is Plugged)
Tee (Plug) Plug
~ B
-+- i--- - -
r -
I -~
1 ~ --
A
(Dead End) B
NOTE: Bend
~
GRADE PROFILE
GATE VALVE
t
I)
r---
--
/'-
WATER MAIN ~
(SEE PLAN & PROFILE
FOR SIZE & LOCATION
......
lv ~
18"(TYP)
I j /' 45. BENDS
RESTRAINED (TYP.)
20 LF DIP CENTERED
ON STORM SEWER CROSSINGS
:z: x
~<(
~
~
FROM
MAIN
N =
FINAL GRADE .. ...... I ... .:'. 'f:. .- ~ ~). " ..... I
~ 11.'l..[L" 'fit ~~~!/f1ljJIj'{ft/~L!!1.~/l!!L:!J~~/!IL'!!/,~~~~~
~ ~ Zr---~" "iflj.~
'.t~) 'It; II ~ 18 DIAMETER BY 6 , ~/1.
OR 18" X 18" X 6"
.JI.. CONCRETE COLLAR [ · '-
: WITH. #4 BAR ALL -:
AROU~D (2 REQ'D.) ~
I
I
1. Restrained Joints shall be Provided at 011 Bends, Tees, and Dead Ends os indicated
in these Tables, or os Shown on the Drawings for other specific conditions. The use
of Concrete thrust blocking is prohibited, unless otherwise indicated on the drawings.
2. The Length of Pipe with Restrained Joints is based on the following specific conditions:
Pipe Material; Design Pressure (150 psi for Potable & Reclaimed Water Mains and 100 psi
for for Force Mains); bedding, backfilling Material and compaction as specified.
3. Maximum Lengths of Pipe shall be used within Restrained Sections.
"
Z"'~~~~)j.
~ ~~
:-;: I '/N
WATER LINE/STORM SEWER CONFLICT
.
n
II TO
SERVICE
~
--
REDUCED PRESSURE BACKFLOW PREVENTER
~
SIZE
2-1/2"
4"
6"
8"
10"
12"
14"
16"
20"
24"
POTABLE WATER & RECLAIMED WATER
LENGTH IN FEET REQUIRED FOR
RESTRAINED JOINTS
A B B
TEE & 90. 45.
PLUG BEND BEND
40' 40' 20'
40' 40' 20'
60' 60' 40'
80' 80' 40'
80' 80' 40'
100' 100' 40'
120' 120' 60'
A
DEAD
END
40'
40'
60'
80'
80'
100'
120'
FORCE MAIN
B B LENGTH IN FEET REQUIRED FOR
22 1/2" 1 1 1/4. RESTRAINED JOINTS
BEND BEND A A B B B B
20' 20' SIZE DEAD TEE & 90. 45. 22 1/2" 1 1 1/4.
20' 20' END PLUG BEND BEND BEND BEND
20' 20' 2-1/2" 40' 40' 40' 20' 20' 20'
20' 20' 4" 40' 40' 40' 20' 20' 20'
20' 20' 6" 60' 60' 60' 40' 20' 20'
20' 20' 8" 80' 80' 80' 40' 20' 20'
40' 20' 10" 80' 80' 80' 40' 20' 20'
12" 100' 100' 100' 40' 20' 20'
16" 120' 120' 120' 60' 40' 20'
.
NOTES:
1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE
THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS.
FINISHED GRADE
HYDRANT
OPERATING
NUT
HOSE NOZZLE
24" SQUARE Q.R
ROUND AND 6 THICK
REINFORCED CONCRETE
SHEAR PAD. SEE
NOTE 2
2 - 14 AT 9" ~
O.C. ALL
AROUND
I>S REQ'D.
~iUMPER NOZZLE
V FACING STREET
JT z - - VALVE COLLAR
:i (SEE DETAIL)
'~~~ /
/~
/ FIN. GRADE
, t.e-"" ~,
1")'. 1-1/2" CAP
1-1/2" GAL V. STEEL
SET TOP OF VALVE BOX
TO FINISHED GRADE
I CONCRETE COLLAR
IN UNPAVED ~EAS
(SEE DETAILS)
... ~ _ ~STABLE CAST IRON
lJ \ VALVE BOX
~ ~ t:'\ / BOX SHALL REST ON
RESILIENT SEAT 1..D1n BEDDING ROCK NOT
M J GATE VALVE ~:T ~ ON VALVE OR PIPE
. . r 'I. AND SHALL BE
L- l3' ~ CENTERED ON
~T~R ~ OPERATING NUT
: 18 (
. ."'.-.,..
.
co
I-~'~""'.. ~ '.. ~...
M J HYDRANT
i ANCHORING TEE
I > 12- MIN..I ..
/ u::.
.
N
~
SEE NOTE 2-
COMPACTED
BACKFILL
SEE NOTE 3
1-1/2" 90. BEND/
: nil....
:w- Jl; ~ r---
~ji...
~ ..
"<p. Lcf.<p :r:~
1-1/2" BALL VALVE
1-1/2- 90. BEND
METER BOX w/ COVER
CORPORATION
STOP (1" MIN.)
6" DEPTH BEDDING ROCK
1-1/2" BLOW-OFF
-
......
U-BRANCH
FITTING
(1" x ~/4"
x 3/4")
CURB STOP
2 EA.
~
1'- ~
. r -...
. I _
....
RESTRAINED JOINT DETAIL
~
..
CURB STOP
(SEE NOTE 3)
MARK WITH
WOOD PAINTED
BLUE & WITH
LOT IN.UMB~
11.._ /
I ..
CORPORATION
STOP (1" MIN.)
6" OF GRAVEL OR
CRUSHED ROCK
M J ANCHORING
COUPLING
RESILIENT SEAT GATE
VALVE AND BOX
(SEE DETAIL)
FROM
W.M.
NOTE: BALL VALVE TO BE BRONZE wi 316
STAINLESS STEEL BALL & STEM
1-1/2" GAL V. STEEL
6- BEDDING ROCK
NOTES:
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
COME UP TO 12 INCHES DEPTH BELOW FINISHED GRADE.
NOTES:
1. FIRE HYDRANT SHAlL BE SUPPLIED WITHOUT A WEEP HOLE,
OR WITH A PERMANENTlY PLUGGED WEEP HOLE.
2. THE CONTRACTOR MAY INSTALL THE SHEAR PAD RECESSED UP TO
4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION.
3. CLEARANCE BElWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD
SHALL BE A 6" MINIMUM.
ffi&
~
P""
:z
<(
~
0:::
w
~
~
L.c:
00-
:z
<(
~
GATE VALVE AND BOX DETAIL ffi
~
FIRE HYDRANT ASSEMBLY DETAIL ffi
~
SINGLE SERVICE
DOUBLE SERVICE
CORPORATION STOP
& FITTING
(NORMALLY OPEN)
I
I-
I
r
01
<(
;: I EXIST. GRADE ~ I
" ~ -l
~I L _ . 1/4"/FT. ~ I 1/4"/FT. ..
b!mll1ffi111ffiT I ~TIllllTf-UtfJ:!:!rIT!1~=ff.l1 ml' ~m I TIT I ~T1T'1 ~~rflTE
I
I
I
I
I
15' TYP.
a I
I
I
I
I
~I
I
I
I
I
I
I
POLYETHYLENE
TUBING (1" MIN.)
SINGLE METER BOX
-
0:::-
w
~
~--c
POLYETHYLENE
TUBING (1" MIN.)-
7.5' TYP.
DOUBLE METER BOX
NUMBER OF LEGS
AS RECOMMENDED BY
MANUFACTURER.
TRENCH WIDTH VARIES
.--: SIZE OF ~ ~ ~~~~~~
~FINISHEO G~ ...... .. ... ~NOtE 8)
~ . . .. ..A. . .1!Jj!JJft
::!!~ . . . '. ~~
W;17;, '. . .' . ..' A . .~~~ ~ ~
I'.'@ . _ . ....... . .. .' ~ I~ ~ ~ ~
~ ....... .' .'/,~ :I:Z ~
~/i: r SEE NOTE ~"'\..'..' . .' ;J{fr~};. ~ ~ ~
'/, . r . \ I" ~ ~
COMt.tON FIll ~f. . :: .. . PiPE- 0:0. .. .. ~ ~ ~ ~
~ j)IZ"" '/, ~~ ~
"'fl...~ 9j}
12 (lYP.) ~1/:l.' ~.;; SELECT
t r& '.' .~. .': ~ COMMON
pt,. . -t.~. FILL
UNDISTURBED\~~"'I . '. . ((/-......
~TH'......I, . . . :-.......~..;:::
(SEE NOTE 3) ;j'/,~ r-......... . . - '.. ~
i/;~'/lZ~.::;:;Jj;Y/i~)$/it/, ~/L~
i..-:tI.~ti~i;jJI/~"::::::!iiY.,"/I......'//~~)):t,
AWWA TYPE
CC THREADS
-
u TO METER BOX
")-- ASSEMBLY
------ POLYETHYLENE
TUBING
8" STABILIZED BASE
FBR 75
COMPACTED TO 98% MAXIMUM DENSITY
SADDLE -
c..:>-
z"-
Bl..LJ
86
CD Z
f!\/ /I
( r-.~\/
~
"'\ ~y
WATER MAIN ~
NOTES:
1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT
TYPE CONNECTIONS.
2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY OR OTHER
PAVED SURFACE.
3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH
SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND
SHALL BE CLEARLY MARKED WITH A 2" X 2" X 18 " STAKE WITH
THE TOP PAINTED BLUE AND MARKED WITH THE NUMBERS OF THE
LOT(S) TO BE SERVED.
30 - 45 DEG.
FINISHED GRADE
-- 36" MIN. >
6- MI;~. "V'7":C~EE N~ COVER
~~R~~~~~ILEl- : _VENT HOL .; ~ Ssit'lcNELRSESSWC/I>SSSING
JOINT PIPE REQ'D"'''' 1/ Ai
. : - "" > FI>STENERS
CONCRETE BLOCK', _-1/4- TEflON PAD
OR BRICK AND T REQ'D. WHEN HDPE
MORTAR WALL FILLING ELEVATION OR PVC IS USED
AT BOTH ENDS
STEEL CASING PIPE
OR APPROVED EQUAL
RESTRAINED DUCTILE -
IRON MECHANICAL
JOINT PIPE REQ'D.
&
NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION OF NEW
UNPAVED ROAD WITHIN NATURES WAY R/W WITH
CITY ENGINEER AND ARBORIST.
--
r~.
~~'I
STAINLESS STEEL
CASING SPACERS w/
SS FI>STENERS
TYPICAL UNPAVED ROAD SECllON- RELOCATED NATURES WAY ~
AND DISTURBED ROADWAY AREAS
l..LJ l..LJ
a..l..LJ
- U"l
a.. '-"'
(
--
~[!m:!
CARRIER PIPE AND CASING PIPE SIZES (MIN.)
CARRIER PIPE NOM. OIA. (01 2 4 6 8 10 12 14 16 20 24
CASING PIPE NOM. OIA. (02) 6 14 16 18 22 24 30 30 36 48
WALL THICKNESS - INCHES 0.250 0.250 0.250 0.250 0.250 0.250 0.312 0.312 .500 0.500
@
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSIlY I>S PER AASHTO T -180.
2. TRENCH BACKFIll: COMMON FILL COMPACTED TO 95" OF THE
MAXIMUM DENSITY I>S PER AASHTO T -180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED
I>S DIRECTED BY THE COUNTY.
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24-, AND 24- MAX. FOR
PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALlED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
RESTORATION WITHIN FOOT RIGHT -OF -WAY SHALl COMPLY WITH
FOOT PERMIT.
4. SERVICE CONNECTIONS TO MAIN SHALL NOT BE MADE UNDER PAVED SURFACE.
5. METER BOXES TO BE HEFCO PLASTICS JUMBO X CAST IRON READER
wi DUAL OUTLET OR APPROVED EQUAL FOR DOUBLE SERVICES.
TRACING WIRE GENERAL NOTES:
1. PIPE LINE TRACING WIRE IS TO BE
INSTALLED ON ALL POTABLE WATER,
RECLAIMED WATER AND SEWER
FORCE MAINS.
.... 4' I I'.. . ~.
t-..~, '.:" ID 00:": ,e::f
-I
NOTES:
1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITONAL REQUIREMENTS
OF THE UTILITY ACCOMMODATION GUIDE,LATEST EDITION, SHALL BE MET.
2. STAINLESS STEEL CI>SING SPACERS, ARE REQUIRED I>S SHOWN.
3. WHERE PRACTICAL, CI>SING SHALL EXTEND A MIN. OF 4' BEYOND EDGE OF PAVEMENT
OR LONGER I>S REQUIRED BY LOCAL PERMITTING AGENCIES.
4. WHERE ALLOWED BY GOVERNING JURISDICTIONS, HIGH DENSITY POLYETHYLENE PIPE (HDPE)
OR PVC MEETING AWWA C900, DR 14 MAY BE USED FOR DIRECTIONAL BORING ONLY.
5. A MINIMUM OF 3 CASING SPACERS PER 20 LINEAR FEET OF INSTALLED CARRIER PIPE
SHALL BE PROVIDED.
JACK AND BORE DETAIL
'-
I ~~
~t;;;-
, ')
/ I .\
/ I \ \
../ .... \.
COILED TRACING WIRE
(TYPICAL)
WATER SERVICE CONNECTION DETAILS
~
2. SYSTEMS-TRACING WIRE SHALL ALLOW
TRACABILlTY OF ALL PIPE BRANCHES
INCLUDING THOSE FOR HYDRANTS.
TRACING WIRE SHALL BE INSTALLED
OVER THE ENTIRE LENGTH OF THE MAIN
AND SECURED TO THE MAIN EVERY
5 FEET WITH ADHESIVE TAPE. WIR~
SHALL EXTEND A MINIMUM OF 12 ABOVE
GRADE AT EACH INTERVAL AND SHALL
BE COILED AND PLACED IN A VALVE BOX
FOR EASY ACCESSIBILl1Y.
TAPE
-
-Ji
/
~
TYPE B BEDDING AND TRENCHING DETAIL
~
3. ON DEAD END MAINS THE TRACING WIRE
SHALL BE PLACED IN A PROPERLY IDENT-
1FED PVC VALVE BOX AT THE END OF
THE RUN.
TAPE
..... ......
\~. THHN SOUO COPPER
/
TRACKl WFE COf\\\eC1lON
@&
* ENGINEERING/SURVEYING Lie. # 3763/LB3763
1
2
9/16/02 PER CITY COMMENTS
11/14/02 PER CITY COMMENTS
HSA
GNP
JBW
JBW
DESIGNED 8FV
DRAWN u.F
CHECK J8W
BY
APPR'D.
JC)tfi B. wam. P.E.
PROJECT ENGINEER
APPROVED FOR JOHN B. WEBB
~ & ASSOCIATES, INC.
/' \~1. L/~
\:REG. \PROF. iGR. F~ORiDA 19951
DA TE / 'Z..,..../ 01"-
) .
'oIm H. WdiJ k AsSlldllfcs, lHe. *
CIVL & ENVIRONMENTAL. CONSlL TING ENGINEERS
926 S. DENNING DRIVE. WNrER PARK, FLORIDA 32789
. Sunshine
:~,.'i:Communities
',..... - .C-----
-- ~- ....
"...0 happy lifeSTyle"
T!:JSKAW1 LLA T RAI LS
PHASE II - FINAL PLAN
WATER SYSTEM DETAILS
DATE
SEPT, 2002
ENGR'S. PROJECT
S21-01.1
SCALE
NO.
DA TE REVISIONS
N.T.S.
SHEET
OF 21
C-19
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VALVE VAULT
10' WIDE STABILIZED
ACCESS ROAD
DOUBLE WIDE 20'
SWING GATE
1" WATER SERVICE
MIN. 18 L.F. 0.1.
. a"
l' MIN
H
a"
YARD HYDRANT
CAPPED NIPPLE AND VALVE
FOR PRESSURE GUAGE. (1YP.)
J
--.~
-_._~,--~ .'~'
Cl
I I VALVE VAULT
I I
:WAIER :METER:
4" PVC FORCE MAIN
..
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co
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...::.... ~.:.....- :"'-0';;-___
u..J
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u..J
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER
~. .
.
co
r
CONTROL PANEL
OUTLINE OF ACCESS OPENING
CABLE HOLDER
FLEXIBLE
COUPLINGS
(1YP .)
PLUG VALVE
EMERGENCY PUMP
CONNECTION
G
6' I/D WET WELL
F
PLAN VIEW
N.T.S.
v
CHAIN LINK
FENCE
~
4" ROCK BEDDING
r
i
I
I
30'
-I
4" 0.1. VENT WITH VENT CAP
ALUMINUM ACCESS HATCH wi LOCKSET
AND RECESSED HANDLE.
-$ ELEV. T
~
ALUMINUM ACCESS HATCH wi LOCKSET
AND RECESSED HANDLE (SEt NOTE 8)
RISER wi CAM LOCK QUICK COUPLING AND CAP.
STANDARD FLANGED TEE
3"
I
,
HOME SITE LINE
~ .
POWER CABLE
2" DIA. SCH. 40
STAINLESS STEEL
PIPE
MIN. 3/8" HEAVY DU1Y
STAINLtSS STEEL
LIFTING CHAIN.
00
~
.. ~
GENERAL NOTES:
SHOWN ROTATED 90 DEG.
FOR ClAAfIY. ~
MIN. 1 B L.F. 0.1.
..
DUCTILE IRON PIPE
-. (RESTRAINED JOINT)
--.17"
2 - * 4 BARS
CHECK VALVE (SPRING & LEVER 1Y~E)
GALVANIZED IRON 3" FLOOR
DRAIN WITH "p" TRAP OR INTEGRAL
TRAP. SLOPE OUTLET PIPE
1/2" PER FOOT. SEE NOTE 13.
.
to
,..,.,
~
A
~
4" DIP 4" PVC
. .....
~
PUMP STATION SITE PLAN
N.T.S.
. !
. ~
~
....,:. \:.; \\d!;.!.~. ...... ... i < ;'}.: t.~)'
.
C'l
-
PUMPING DIMENSIONS
STATIONS
DIM A 8"
DIM B 6'-0"
DIM C *
DIM D *
DIM E *
DIM F *
DIM G *
DIM H 6'-0"
DIM J 13'-0"
DIM K 4'-8"
ELEV T
ELEV U
ELEV V
ELEV W
ELEV X
ELEV Y
ELEV Z
ELEV. AT
CONST.
'. ELEV. Z
1. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR
ENAMEL PAINT.
2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE
AND OUT. (TWO COATS, 9 MILS EACH.)
3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC.
4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVA~, OF CHECK VALVE
SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6 DIAMETER PIPE
AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER
PIPE SIZES.
24 VOLT FLOAT L1aUID
LEVEL CONTROLS
~ .
.
to
I
~r--.
. ~
l' -6"
5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN.
6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE
VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR
NON-SHRINK GROUT.
7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN
WET WELL. ALL ELECTRICAL CABLES SHALL BE CONTINUOUS TO CONTROL PANEL.
8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S.
HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER
AND APPROVED BY THE ENGINEER.
9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE.
10. PUMPS SHALL BE:
MANUFACTURER: 11.Y..QL MODEL: Cf=J1QL~TlM~: _r___,DIR:_____,
MM, SPEED: .J1Q9_RPM; DISCHARGE SIZE: _1-__ IN.; VOLTAGE: _19Q_;
HZ.: _6]_; PHASE: _~_: H.P.: ~Q._
11. OPERATING CONDITIONS SHALL BE _~_ GPM AT .ll_ FEET TDH. m.
12. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL.
13. CONTRACTOR MAY INSTALL A "p" TRAP BETWEEN THE VALVE VAULT AND
WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN.
14. CONTRACTOR TO INSTALL STANDARD CITY OF WINTER SPRINGS
EQUIPMENT IN ORDER TO BE SCADA OPERATIONAL.
· z
Ol -
~
11.41
12.41
13.41
13.91
15.91
30.00
15.91
m.
GRAVEL
*6 -12 O.C. E.W.
3"
I 9" I
~
MIN. 314 DIA. x 11" STAINLESS
STEEL ANCHOR BOLTS TO EXTEND
r INTO BASE.
SECTION VIEW
N.T.S.
· PER PUMP MANUFACTURERS REQUIREMENT
LIFT SECTION PLAN AND SECTION VIEW
* ENGINEERING/SURVEYING L1C. # 3763/LB3763
9/16/02 PER CITY COMMENTS HSA JBW DESIGNED BFV APPROVED FOR JOHN B. WEBB
& ASSOCIATES, INC.
2 11/14/02 PER CITY COMMENTS GNP JBW DRA'NN ....
CHECK .BN
Jotfl a WEBB. P.E
NO. DATE REVISIONS BY APPR'D. PROJECT ENGINEER
fl. H. Wd16 k ASsMllfes, lHC. *
CIVL & ENVIRONMENTAL CONSUL TING ENGINEERS
925 S. DENNN3 DRIVE. WNrER PARK, FLORDA 32789
~~~itities T!:JSKAWILLA TRAILS
"~~ .... -c :_ "'"' - - PHASE II - FINAL PLAN
"...0 happy IifeSfyle"
WASTEWATER SYSTEM DETAILS
DATE
SEPT, 2002
ENGR'S. PROJECT
S21-01.1
SCALE
N.T.S.
:;E~ C-21
l~
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REE LINE
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SCALE: 1"=40'
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LL BE KEPT CLEAR) ~@
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5 UNDISTURBED BUF@ (AU TR::ES IN THIS AREA SHAll BE RETAINED ,PROTECTED ,NO MAINTAINED BY OWNER)
"" ..... .... / '-- ~ -'\
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TUSKA ~LLA TRAILS PHASE 1/ PLANT LIST
KEY TOTAL BOTANICAL NAME
C(J.tMON NAME
U\'E OAK
RED MAPLE
DAHOON HOll Y
LItTLE GEM MAGNOLIA
IY(EPING Y AUPON HOLLY
y" GED ELM
Cf APE MYRTLE
FL. RIDA ANISE
L APET AlUM
D : DE ROHAN AZALEA
SIZE, HEIGHT, WIDTH
TREE CREDIT TOTAL TREE CREDIT
65 GAL.. 12' x6' x3" 5
65 GAL.. 12' x5' x2 1 /2" 4
65 GAL. 10'x4'x2" 5
65 GAL. 8' 5
25- 30 GAL.. 8' 3
65 GAL., 10 x5'x2 1/2" 4
45 GAL. 8'-10' 5
3 GAL. 0
3 GAL 0
3 GAL 0
QV 24
AR 36
IC 5
MGL 24
IVP 17
UA 12
LI 54
IF 62
LCRR 121
RD 25
120
144
25
120
51
48
270
o
o
o
QUERCUS VIRGINIAN A
ACER RUBRUM
.llEX CASSINE
MAGNOUA GRANDIFLORA 'LITTLE GEM'
ILEX VOMITORIA 'PENDULA
ULMUS AL T A
LAGERSTROEMIA INDICA, STANDARD TRUNK)
LLlQUM fLORIDANUM
LORAPET ALUM CHINNENSES 'RUBRA RAZZLEBERRr
HODODENDRON 'DUe DE ROHAN'
jlGREEN TRADITIDNAl EDGE
BENCH WI BACK. F"SC-F"t061
.~
r
~
IJQ~
o
NAME OF
PARK
OPEN
DA 'IN- DUSK
2 3/8" PAVER UNIT
6'- 0'
J
r
3'x 9' ",000 PSI
CllfC.I JIRI]]M F"lNISH
5 718' ",000 PSI CIH:.~'
3/'" COARSE SAND
Iv.. .onn :IllER ...
- I II I I I I I I I ,
EXIST. ASPHALT
..
-D
I
N
2'x3' METAL
PAINTED SIGN
W/PRE~E TREATED
PINE F"RAME AND
BACIClNG
SOD AS NEEDED STENOTAPHRUM SECUNDATUU 'PAlMETTO' P~UAETTO S1 AUGUSTINE SOD
PHASE II TOTAL PROPOSED TREE CREDITS i.'
PHASE I TOTAL PROPOSED TREE CREDITS i .
TOTAL PROPOSED TREE CREDITS i
*ALl PROPOSED PLANT MATERIAL SHALL BE IRRIGATED BY AN AUTOMATIC ~RIGATION SYSTEM, PROVIDED BY RENTER
I
I
lu
oJ
-
I - ..' I"
7 L. .L L.. .< . -' -11111:lII11FS
~.L. .: t!:
11111 11111 11111 I
! y- .. I
:11111 =1II1l : '... l~).~. - ~
11111 1/111 11111
! 3'- ..
778
160
938
- ). .1l.t
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=If- 1= .lJ..F :::::J -II ~
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~.: ~. ~; I ;::; i\J
rrm - ~ ~ ." .; -
I - :.. ::. ,..
.:, ""- - ~ ..
t 1'- 0' t \"':-3,000 PSI C[]NC.
CD ~~~S~ =<,~ECTIDN)
- -
- -
- -
11111
t
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l.L
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11'- 0'
17'- 0'
r;:::::J
&
I
:..
SITE AMENITIES LIST
REF. KEY
PAVER INLAY
P ARK SIGN
BENCHES
PATHWAYS
8")(8")(12" PRESURE
TREATED PINE POST
...,1" HALF' CIRCLE
BIT 1.5' RDUTERED
SLOTS AND A
DECDRA lIVE TOP
ENTRANCE PAVER INLAY (SECTION)
A, SCALE: 112' = l'
r;:::::J
QUAN. DESCRIPTION
DESIGNED BY: "
DRAWN BY: RDH
CHECKED BY: Reo
DATE: 07 -08-02
REVISIONS
1. 08-05~02
2.09-12-02
3.09-16-02
4.11-06-02
5.02-04-03
6.02-19-03
7.03-17-03
8.03-31-03
SHEET L1 OF 3
2 AS SHOWN ON DETAIL I. NO PLAN
1 SUPPLIED BY CONTRAC OR
1 CLEAN CITY SQUARES, I C., TOP COAT GREEN TRADIllONAL EDGE BENCH W / BACK, FSC-F1061
ON PLAN MULCHED P A THWA YS, S~READED MELELUCA MULCH OR PINE BARK
A.
1.
2.
3.
~ ~ .... GRADE
llllliff IIllilll1
III~ ~III
III SOIL
III ==
/11:111: llillllll
-, II f'
6' COMPACTED SUBGRADE
~;SDD' IlN 10TH 3" SHREADED MELELUCA
SIDES .u.CH DR PINE BARK
....~ .... ....
I:illll fli ,_ II illllillj
III:,::;, rll r;T :1 11=-..:11 I=-":I I I=-":I I I=-":Ul;:TfL. Ill,SDl IL
- -=1 WIDTH SHD'IJN ON PLAN -=1 1--:1 -
INDTE- 32' MIN. RADIUS F'[R PATHWAY I
..
-D
I
M
TREE DATA TABLES:
POINTS NATIVE TREES: ALIVE AND OVER 4"CAL.
OAKS PINES MAPLES BA YS
;
,
TOTAL
EXOTIC TREES
CHINABERRY CAMPHOR
TOTAL
POINTS
WAX~YRTLE
I
TOTAL
EXISTING 807
TOTAL
REMOVED 659
TOTAL
EXISTING
TOTAL
REMOVED
20
204
50
1,082
1 I
5
1
6
PARK SIGN (ELEV A TION)(~UBMJT s~ O'IJNER)
1. SCALE' 1/2' = l'
MULCHED PATH'vJAY (SECTION)
3 I SCALE' 1/2' = l'
183
913
50
20
1
4
1
5
TOTAL
SAVED 148
TOTAL
SAVED
21
o
o
o
169
1
o
1
TOTAL
PROPOSED
tfQ1E;
1.PLANNED CLEARING WILL EXTEND TO ENTIRE
LIMIT OF PHASE II, EXCLUDING TREES ALONG
SOUTHERN BOUNDARY WITHIN 25' LANDSCAPE
BUFFER.
938
REMAINING
TREES TO
BE MITIGATED
-25
.~ "\;'
~ S/...:J-
~
@
@
00
\1'::>'
@
\1'
RECREA rlON AREA
POND
5-AR
EX. SHUFFLE BOARD
4-EX. PINES
2-EX. COVERED BENCHES
6-LI
o
G- 6-QV
6-MGL-E.)
00
DRIVE
47.32'
N8W29'28"E
70.00'
70.00'
PHAS
PARK AND
LUB HOUSE
-
4.90'
<(
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~ ~ 00
c[ ~ <
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wo~
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~ ~ ~~
o 00 ~g:
~ ~ <U1
---.l ..., ~ 85
E- E-~
o
30'
60'
SCALE: 1"=30'
rJJ ~ ttO
-<<
(") ~
-<<
I . ...-I
a ~ ~
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CD r::
- Cd
m ~
0 ......-t
~
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-
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EX. CANOPY
?=60'OO'OO"
R= 30.00'
L=31.42'
,
-- ~
---~- ,
EX. BUS SHElTER - -0 --____
0HIv
0Hw -
?=14'02'13"
R=60.00'
L=1470'
SEMINOLE PINES ASSOC L TD
3801 BEE RIDGE ROAD STE 12
SARASOTA FL 34233
6'38"
)0'
.0'
?=59'55'35"
R= 30. 20'
L=31.59'
CD
PHASE I MAIN ENTRANCE
lL..
o
>-
t-
U
TUSKA'MLLA TRAILS PHASE I PLANT LIST
KEY TOTAL OTANICAL NAME
DESIGNED BY:
DRAWN BY: RDH
CHECKED BY: ReD
DA TE: 03 31 03
REVISIONS
1.
2.
3.
4.
5.
6.
COMMON NAME
LIVE OAK
RED MAPLE
L1TTI..E GEM MAGNOLIA
CRAPE MYRTLE
SlZE.HEIGHT, WID TH
TREE CREDIT TOTAL TREE CREDIT
5 30
4 20
5 30
5 80
160
778
938
QV 6
AR 5
MGL 6
LI 18
QUERCUS VlRGlNIANA
ACER RUBRUM
MAGNOLIA GRANDIFLORA LImE GEM
LAGERSTROEMIA INDICA STANDARD TRUNK
SHEET L2 OF 3
PHASE I TOTAL PROPOSED TREE CREDITS
PHASE II TOTAL PROPOSED TREE CREDITS
TOTAL PROPOSED TREE CREDITS
PART ONE - GENERAL
1.0 SUUMARY
A. Sll pOrUODS of DlvJlI10n I - General RequJrementa areAA
included with this ACtion.
B. Furnish all transportation, materials, labor,
equJpment. taxes. and service to complete all waork as
shown on the dra1riDp and as epecltied herein.
C. Avoid conditiOllll Yhich 1rill create hazards. Poal lliana
or barrien .. required.
D. Provide adequate means for protection from damage
trouah excealve erotdon, 1l0CJd!ns. heavy rains or
lrinds. etc. Repair or replace such damece_
E. Plant total8 are for the convenience of the Contractor
and are not parenteed. Verify dra1riDp. PlanUDg is
required .. Indicated on dra1rinp.
F. Comply with all federal, state and local regulations.
G. ConuactGr sha11 DOUty L.A. of any advente son conditions
ancountered ie. clay. 1_ till , hlah water table or poor
draJna&e and any condiUon adverse to plantlDi.
H. Qaunity deviatioD8. questions on plans; plealle notify. Plant
lIal is an estimate.
1.1 RBLATED SECTIONS; SECTION 02810 lRHIGATION
1.2 REFERENCES
It.. Standard Plant Names. 1942 edition prepared by the
American .Joint Committee on HorUclturai Nomenclature.
B. Grades and Stanclard8 for NUJ'lIeJ'Y Plants. Florida
Department of Apiculture; Part I, U113. Part D, 1987.
C. American standard for Nursery Stock. ~ by the
American Aaociation of Nuraerymen. Inc. (ANSI Z60.
1-1988)
D. Hortus 'l'bJrd. Uberty Hyde Baller Hortorium 11118.
1.3 SUBlOT'l'AlS
Provide to Owner's reprenentative durinl
It.. PrecoDBtrucUon
L Unit Pricell for all materials, including esUmate
(or quotation) or area to be eodded or seeded.
2. Propoeed subeUtuUons of materials or Iizee.
obtain approval by both landscape architect and
Owner's representative.
B. CoD8trucUon
1. Plant iJulpection cerUflcate& and IIhipp.ing Invoices
as requested.
2. All fertlJlzer labels 8Dd notarized letter of COD-
formance with these specification&.
C_ Contract Cloae-out
1. Two seta as-buDt record documents ( red-line
printe).
1.4 QUAUTY ASSURANCE
A. All work lIhaII be performed under the constant super-
vllIion of a foreman. havins at least. one year
experience OJ' educaUon In the nUJ'II8J'Y trades.
B. Contractor 18 expectad to participate In a pre-
construction conference 1rith Owner and land8cape arch-
itect to coordiDate schedule, clarify questions. and
di8cu88 acceptable performance for payment.
C. Contractor 18 expectad to participate in a contract
ClO8e-OUt conference with Owner and 18Ddscape architect
to verify completion of the work. and to eat.abJl8h a
"Date of Substantial Completion".
1_5 IWNTENANCE
It.. Contractor lIhaII be tully responsible for all maiDten-
8Dce. dam..... and replacemente unW Date of Sub-
stanUaJ Completion of that specific phue of york.
Document clam.... to the lFOI'k caused by other trades.
Immediately b~ to Owner's attention. and quickly
repair (at Owner s expeD8e) as directed
B. IIalntenance coD8lslll of Pl'1.1DiDi. cultivation. edsinbeds
and 1Jalka. 1reedlDg. mulching. acUusUng PYB. resetting
plante to proper erade or uPrilht pollition. hand
-terlna .. required, realoration of planUq saucer.
and tul'Di8hiDc and applyina such sprays .. neceaary
to keep the planUq tree from insects or disease.
C. The Contractor shall keep the premi8e8 free from accum-
ulations of 1I'aale materials or rubbJah caused by his
empJoy_ or YOrk. at all Umes.
1_6 REPLACEMBNTS
A. DurIng the guaraDtee period any plant required UDder
thla contract that Is dead or not In satisfactory
gro1rt.h condlUon (u determJned by the landscape
architect) lIhall be promptly replaced by the
Contractor. Replacement shall be as specified for the
orJalDal planUq and at no coal to the Owner.
B. Replacement period commences at Date of SubstanUal
Completion and continues .. fol101l'8:
a. T.reea - one (1) year
b. Shrubs - ninety (90) days
c. Sod - ninety (90) days
d. other Products - one (1) year
TIme limit may be atended by nutual qreement for
material in questionable health at end of parentee
period.
C. Plante clamage by theft, ...andallsm. aross neglect. undue
weather condiUoD8. acts of God. or UD8888OD8ble
plantlna: are taempt from the cu........u.e ]>J'ftVillion.
PART TWO - PRODUCTS
2.0 MATERIALS
A. TopllOJll sha11 be ferUle, natural. 8Dd typlcaJa of the
locaBty. It shall be Yltbout subsoll or Ilia, and
sha11 be tree of &tones. lump. plants or their roots.
sUCD.. or other extraneoUII matter that Is not
conductive to production of plant We. ow would
Interfere Yltb future maintenance.
B. Sod may have no vllI1b1e broadieaf 1J8eda when viewed
from a standing po.ttion and the turf shall be villibly
conlllatent with no obvious patchell of foreiln IJ'llsaes.
It may have DO vI81b1e a!gns of di8eue or Insect
stress. In no cue may {be total amount of fore1&n
era- or 1J8eds aceed 2X of the total canopy. The
lIOCl lIhaII be (.. DOted on plan)
neatly mowed and be mature enouab that yhen grasped at
one end It can be picked up and liandled without dama,e.
C. Seed lIhaII meet the tolerance for SermlDation and
;1ty In accordance Yltb the U.S. Department of
culture Rules and ReguJaUona under the latest
tion of the "Federal Seed Act" for cerUfled seed.
Seed lIhaII be mized by the dealers and shall be
deUvered to the lIit.e In sealed containers which shall
beet the dealer's parenteecl analyllis. Seed mixture
and aeedlDc rate sha11 be u lIpeclf1ed on the dra1riDp.
D. FerUJiser
1. "Api-form" or "Woodace" 21 JI'UD tablet of 20-10-5
formulation.
2. Granular fert1lillier lIhaII be a balanced formula.
uniform in composlUon, tree flowlDa and delivered
to lIite in unopened b....
E. Peat
InCOJ'fOJ:ate black Florida peat Into planUna miz when
spec1fJed on plant Ual at the following rates:
1. 1 ,allon plants - 1/8 cubic feet
2. 3 sallon plants - 1 cubic feet
3. Trees - 1/2 cubic foot per foot of height
F. Herbicide
"Se.lfan" or "preen" pre-emeJ'lent.
G. AddiUonal Soil Amendments
1. Apply as needed to briD8 80Jl into optimum gro1rib
ranee for specified plants.
2. )f 80Jl 18 below 5.0 ph Incorporated enoU8h horU-
cultural lime to brinl within 5.8 to 6.5 ph range.
H. Plants
1. Measured standing in natural form of the me
indicated On "plant Ual" and uade "Florida No 1"
unIell8 otherwise Indicated.
2. Non-c1ullified plante to meet AAN standards. Tree
callpen abal.I be measured 6 inches above soj}
level.
3. All plante sha11 be sound. healthy. tree from
Insect pesta 8Dd eas. and have normal. healthy
root ayBtema.
4. Form lIhaII be aymmeterical or typical for species
and varlety.
5. Any plant may be rejected by IandllCllpe architect If
Dot of satisfactory me. health. qUality. or
character_
6. Trees having rootballa 'WI'llpped with synthetic
b~ will be rejected.
I. Mulch be chipped cypress bark free from sUcks.
stones. leaves or other debris.
U EQUJPIIENT
Uae mapelIium IJ'llding rakes of 30 inch minimum width to
remove lrregularities In final grade prior to eodding or
-dinI and to enaure a flat subuade.
2.2 IIJXES
A. PIantina Mixture
1. Use the best natural 80Jl existing on site.
combined with ferUJillier.
PART THREE - EXECUTION
3.0 EXAIIINATION
A. ExamIne surfacell to which wll1 be applled and
immediately nouty landscape architect In YJ'IUng if
llite is Dot in proper condition for Contractor to
perform his duUes under the terms of this contract.
B. Revi_ engineering clrawiDgll for additional Intormation.
C. Coordinate work with OWner and other related trades.
D. Relocate exI8Ung plant material as directed by
landscape architect, and according to drawings.
3.1 PROTECTION
Locate, Identify and mark all known uWlUes in area of the
york. Take reasonable care to avoid damages or hazards.
3.1 PREPARA'ftON
Remove from llite exi8tiDg sods. seeds. Interior plantinp and
precoDBtruction debris .. neceaary to incorporate work to
the llite. Obtain verification re8arding removal of
questionable material. Clean up of debris from n_
coDBtrucUon (by other tradel) 18 Dot Inciuded In thI8
contract.
3.3 JNSTAU.ATION
A. Topsoil
Spread topsoil over all areas to receive JI'Ound cover
to a minimum compacted depth of 4 inches.
B. Rou8h Gradinl
1. Mold land aurtacea to within 1 inch of final grade.
CoDBtruct naJes and bel'DUl. Fill low areas.
Ensure proper drainale of all areas. Spread 8 inch
lltt8 at 85"
compaction (Proctor)
2. Slo~ grade away from bulldinp at a minimum slope
of 1/2 inch per foot for a distance of 10 feet
minimum.
C. FInal Gradlnl
1. Remove all non-confonninl matter from llite, such as
rocks, sods. sticka. buildinJ rubble, wire. or cans.
2. Dig out weeds by the roots.
3. 'nil In soll amendments such as lime, Iron. or
gypllUJD8 If Indicated by local condlUons. but only
after approval by landscape architect. Ensure
uniform application.
D. Plant1n& Pits
Excavate to dimensions sh01rD on plan.
E. Plant b18tallaUon
1. Do not crack or break soil away from root ball.
2. Carefully set plant plumb. beat alde facm, "out",
at the same soU level. to 1" hiper, as pN'riously
3. CUo=... all t1rine. burlap, or rope from top third
of root ball. Rel.ain cloth under ball Wash in
backfill with slow hose.
4. Form lIhallow ballin at each plant. Adjust srade to
1 1/2. belo. adjacent pavement. All plants shall
be SO. minimum from walla. .alka and fencea.
5. Space around cover in trlanale pattem with oublde
row paiallel to beclJine. 1/2 plant &pecina dialance
from edge.
F. Sod Installation
1. Sod all areas indicated on plan and areas disturbed
by york of other trades.
2. Lay paDelS tightly together. Top drell8 cracks with
Band. Water thoroUJhly.
G. st.ak and Guy
Stake and guy ..88 per plan.
H. FerUlize
Fert.Uize evenly at folloYing rates:
1. Tablet FerUlizer
1 eaDlm plant - 1 tablet
2 gallon plant - 1 to 2 tablets
6 sallon plant - 2 to 3 tablets
Trees - 1 tablet per foot of height
2. Granular FerUlizer
Work into the top 2 " of soil at the rate of 20
pounds per 1000 square feet for la'WD areas.
I. Prune
Prune aa little as neceaary to remove damaged tYigs.
In any case, terminal leader shall DOt be topped either
before or after installation.
J. Herbicide
Apply pre-emergent herbicide to all beds according to
manufacturer's recommendaUons.
K. Mulch
Spread to a uniform depth. Fluff and pat in place.
3.4
A. Landscape architect or O1rner may conduct periodic
inspections to determine that the terms of this
contract are fulfilled.
B. Contractor Yill be expected to participate with O1rner
in fiDal inspection to reviey project for conformance
to the contract. Items to be revie1t'ed include type
quantities, sizes. 10caUons. dimeDsions. aDd quality
of materials and yorkmanship. Final payment for york
1rill depend upon satisfactory condition of project on Date of Substantial Completion.
END OF SECTION
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PLANT
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2.09-12-02
3. 09-16-02
4.11-06-02
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@
Prepared by and return to:
Anthony A. Garganese, Esquire
Brown, Salzman, Weiss & Garganese, P.A
Post Office Box 2873
Orlando, Florida 32802-2873
(407) 425-9566
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 04855 PG 1212
CLERK'S # 2003096856
RECORDED 06/06/2003 04:00:54 PM
RECORDING FEES 100.50
RECORDED BY G Harfo~d
BINDING DEVELOPMENT AGREEMENT, '
THIS BINDING DEVELOPMENT AGREEMENT ("Agreement"), made and
executed this 14th day of April, 2003 by and between the CITY OF WINTER
SPRINGS, a Florida municipal corporation ("City") whose address is 1126 East State
Road 434, Winter Springs, Florida 32708, and SEMINOLE PINES ASSOCIATES,
LTD" a Florida limited partnership ("Owner"), whose address is 3801 Bee Ridge Road,
Suite 12, Sarasota, Florida 34233:
WITNESSETH:
WHEREAS, Owner is constructing a second phase to an existing Manufactured
Housing Community denoted Tuskawilla Trails, Phase II, on real property located within
the City of Winter Springs Town Center; and
WHEREAS, the parties desire fo memorialize their mutual understanding that the
real propertY,will be developed as the -Tuskawilla Trails, Phase II, project in accordance
with the Town Center Zoning District .requirements adopted by the City, Jthe "Project");
and '
WHEREAS, this Agreement was entered into, in conjunction with the City
Commission of Winter Springs' approval of the Final Development Plan for Tuskawilla
Trails, Phase II, on April 14, 2003 ("Final Development Plan").
NOW THEREFORE, in consideration of the mutual.promises and covenants
contained herein, the parties mutually agre~ as follows:
- .. -
Section 1.
this reference,
Recitals, .The for~going recitals are hereby incorporated herein by
Section 2, Authoritv, This Agreement is entered into pursuant to the Florida
Municipal Home Rule Powers Act.
Page 10f7
FILE NUM 2003096856
OR BOOK 04855 PAGE 1213
Section 3. SubiectProDertv, The real property subject to, and bound by the
terms and conditions of this Agreement, is legally described on Exhibit "A"
("Property"), which is attached hereto and fully incorporated herein by this reference.
Section 4, ReDresentations of Owner, Owner hereby represents and
warrants to City that Owner has the power and authority to execute, deliver and perform
the terms and provisions of this, Agreement and has taken all necessary action to
authorize the execution, delivery and performance of this Agreement. This Agreement
will, when duly executed and delivered by Owner and recorded in the public records of
Seminole County, Florida, constitute a legal, valid and binding obligation enforceable
against Owner and the Property in accordance with the tenns and conditions of this
Agreement. Owner represents it has voluntarily and willfully executed this Agreement
for purposes of binding the Property to the terms and conditions set forth in this
Agreement.
Section 5, Owner's Oblieations and Commitments, In consideration of the
City entering into this Agreement with Owner, Owner voluntarily agrees as follows:
5.1 Parks and Recreation Concurrency: Owner acknowledges that 'the City
currently has on-site parks and recreation concurrency requirements
pursuant to City Code. For purposes of satisfying the concurrency
requirement, the City agrees to calculate said requirement by combining
Phase I and Phase II of the Tuskawilla Trails development. Based on said
calculation, Owner shall be required to construct and maintain in
perpetuity a nature trail around the entire perimeter of the Wet Detention
Pond and an open playground area, as depicted and specified on the Final
Development Plan. The nature trail and playground area shall be
constructed and maintained in good condition in accordance with the Final
Development Plan: Said trail shall consist of a six (6') foot wide,
compacted subgrade, mulch surface deemed suitable for walking by the
City. In addition, Owner shall install and maintain in good condition a
nature trail, playground jdentification sign and a park bench as depicted
and specified in the Pinal Development Plan,
5.2 Landscape Buffer: Owner shall maintain ina uniform and good condition
a twenty-five foot (25') minimum landscape buffer-:-yard along the right-
of-way called Nature's Way. There shall be no tree removal or grubbing
with mechanical equipment in this buffer area with the exception of two
(2) 15-foot wide utility easements shown on the Final Development Plan.
5.3 Potable Water: Potable water service shall be provided by the City water
system by way of connection to the existing 12" water main on Tuskawilla
Road and extension of an 8" water main to the Property, Design and
construction of all lines, fire hydrants, and appurtenances shall conform to
City and Florida Department of Environmental Protection standards. Upon
certification of construction completion, the City will take over ownership
Page 2 of7
FILE NUM 2003096856
OR BOOK 04855 PAGE 1214
and operate the lines, stations and appurtenances up to the boundaries of
each individual lot line.
5.4 Sanitary Sewer: Sanitary sewer service shall be provided by the City
sanitary sewer system by way of connection to the existing wastewater
system serving the adjacent subdivision called Avery Park via
construction of a City-owned lift station and 4" sewer force main. Design
and construction of all lines, lift stations, and appurtenances shall conform
to City and Florida Department of Environmental Protection standards.
Upon certification of construction completion, the City will take over
ownership and operate the lines, lift stations, and appurtenances up to the
boundaries of each individual lot line,
5.5 Additional Construction Reimbursement: Construction of Tuskawilla
Trails, Phase II, includes water and sewer amenities that have been
oversized to accommodate areas in addition to !he Property. The City has
agreed to share, in part, the actual cost of the surveying, design, permitting
and construction activities over and above that needed for the Property.
The City's share of the actual costs is generally set forth in the
memorandum to Kip Lockcuff, City Utility Director, from John Webb,
originally dated February 12, 2003, and revised March 11, 2003. A copy
of the memorandum is attached as Exhibit "B" and fully incorporated
herein by this reference. The City, shall pay its share of the costs within
fourteen (14) days of the City accepting ownership of the water and sewer
utilities required under Paragraphs 5.3 and 5.4 of this Agreement.
5.6 Seminole County Right-of-way Utilization: Owner shall be required to
obtain all Seminole County right-of-way utilization permits deemed
necessary to extend water and sewer to the Property. Copies of the
permits shall be provided to the City promptly upon Owner's receipt.
5.7 Sidewalks and Roadways: It is the intent and purpose of this Paragraph to
develop Tuskawilla Trails, Phase II, consistent with Phase I with respect
to sidewalks and roadways, Therefore, sidewalks shall not be required for
Phase II. In addition, the road right-of-way for Phase II shall be thirty (30)
feet in width, including ribbon curbs, as depicted in the Final
Development Plan.
5.8 Mohawk Trail Fence: The existing fence on the south end of Mohawk
Trail will be removed and replaced with a "knock-down" fence in
accordance with the standards established by the City's Fire Department.
5.9 Tree Ordinance:
(a) Tree Replacement Assessment. Since Owner originally filed its
Application for Preliminary and Final Development Plan Approval prior
Page 3 of7
-...,
FILE NUM 2003096856
OR BOOK 04855 PAGE 1215
to the adoption of Ordinance No. 2002-08 repealing Chapter 5, Winter
Springs Land Development Code, regarding tree protection and
preservation, Owner is vested to a limited extent to be regulated under
Chapter 5 of the Winter Springs Land Development Code as it existed
prior to the adoption of Ordinance 2002-08 (Chapter 5 prior to its repeal
shall be referred to as the "Tree Ordinance"). Particularly, Owner is only
vested with respect to tree removal and replacement rights and tree
replacement assessments and credits as more specifically granted and set
forth in the Final Development Plan and the Landscape Site Plan approved
by the City Commission on April 14, 2003, and this Agreement. Owner
acknowledges and agrees that no other vesting from Ordinance 2002-08
has been granted by the City, In the event that the approved Final
Development Plan should ever be deemed by the City to be abandoned
pursuant to the City of Winter Springs Land Development Code, the
limited vested right involving the Tree Ordinance granted hereunder shall
no longer be applicable and any development on the Property subsequent
to such abandonment of the Final Development Plan shall comply with
Ordinance 2002-08 as amended from time to time.
(b) Tree Protection Guidelines. Owner and its construction
contractors shall fully comply at all times with the Tree Protection
Guidelines set forth in Exhibit "e" attached hereto and made part hereof
by reference.
(c) Arbor Permit Fees. Based on 899 trees being removed from the
Property, Owner shall pay the City Nine Thousand One Hundred Eighty
and No/I00 ($9,180.00) Dollars in arbor permit fees. Said fees shall be
fully paid at such time required by City policy.
(d) Tree Credits, Based on the tree credits earned by Owner for the
enhanced landscaping being provided pursuant to the Landscape Plan,
Owner is not required to pay any money to the City's tree bank.
5.10 Utility Easements: Within thirty (30) days of the effective date of this
Agreement, Owner shall grant to the City, in a form acceptable to the City
Attorney, the following utility easements:
(a) A blanket utility easement over, on and under all roadways
constructed and depicted on the Final Development Plan,
(b) Three (3) fifteen (15) footutility easements over, on, and under the
areas depicted on the Final Development Plan,
(c) A lift station utility easement over, on, and under the are!i depicted
on the Final Development Plan,
Page 4 of7
FILE NUM 2003096856
OR BOOK 04855 PAGE 1216
Owner shall be responsible for providing legal descriptions acceptable to
the City for all easements required by this Agreement.
5.11 Final Development and Landscape Plan: Owner shall construct the
Project in accordance with the requirements of the Final Development
Plan and Landscape Plan approved by the City Commission' on April 14,
2003, as may be amended upon Owner's request from time to time by the
City Commission. The requirements of the Final Development Plan and
Landscape Plan are fully incorporated herein, and deemed a material part
of this Agreement, by this reference.
Section 6, Successors and Assie:ns, This Agreement shall automatically be
binding upon and shall inure to the benefit of the successors and assigns of each of the
parties.
Section 7. Annlicable Law, This Agreement shall, be governed by and
constructed in accordance with the laws of the State of Florida.
Section 8, Amendments, This Agreem~nt shall not be modified or amended
except by written agreement duly executed by both parties hereto and approved by the
City Commission.
Section 9, Entire Ae:reement. This Agreement supersedes any other
agreement, oral or written, and contains the entire agreement between the City and
Owner as to the subject matter thereof
Section 10. Severability, If any provision of the Agreement shall be held to
be invalid or unenforceable to any extent by a court of competent jurisdiction, the same
shall not affect in any respect the validity or enforceability of the remainder of this
Agreement.
Section 11, Effective Date, This Agreement shall become effective upon
approval by the City of Winter Springs City Commission and execution of the Agreement
by both parties.
Section 12, Recordation, This Agreement shall be recorded in the public
records of Seminole County, Florida, and shall run with the land.
Section 13. Relationshin of the Parties, The relationship of the parties to this
Agreement is contractual and Owner is an independent contractor and not an agent of the
City. Nothing herein shall be deemed to create a joint venture or principal-agent
relationship between the parties, and neither party is authorized to, nor shall either party
act toward third persons or the public in any manner which would indicate any such
relationship with the other.
Page 5 of7
FILE NUM 2003096856
OR BOOK 04855 PAGE 1217
Section 14. Sovereien Immunity. Nothing contained in this Agreement shall
be construed as a waiver of the City's right to sovereign immunity under Section 768.28,
Florida Statutes, or any other limitation on the City's potential liability under state and
federal law.
Section 15, City's Police Power, Owner agrees and acknowledges that the
City hereby reserves all police powers granted to the City by law. In no way shall this
Agreement be construed as the City bargaining away or surrendering its police powers.
Section 16. Interpretation, The parties hereby agree and acknowledge that
they have both participated equaJly in the drafting of this Agreement and no party shall
be favored or disfavored regarding the interpretation to this Agreement in the event of a
dispute between the parties.
Section 17, Permits, The failure of this Agreement to address any particular
City, county, state, and federal permit, condition, term, or restriction shall not relieve
Owner or the City of the necessity of complying with the law governing said permitting
requirements, conditions, terms, or restriction.
Section 18, Third Party Riehts, This Agreement is not a third party
beneficiary contract and shall not in any way whatsoever create any rights on behalf of
any third party.
Section 19. Specific Performance. Strict compliance shall be required with
each and every provision of the Agreement. The parties agree that failure to perform the
obligations provided by this Agreement shall result in irreparable damage and that
specific performance of these obligations may by obtained by suit in equity.
Section 20, Attornev's Fees, In connection with any arbitration or litigation
arising out of this Agreement, the prevailing party shall be entitled to recover reasonable
attorney's fees and costs though all appeals to the extent permitted by law.
Section 21. Future Rezonine/Development Permits. Nothing herein shall
limit the City's authority to grant or deny any future rezoning or development permit
applications or requests subsequent to the effective date of this Agreement. In addition,
nothing herein shall be construed as granting or creating a vested property right or
interest in Owner or on the Property. '
[Signature Page Follows]
Page 6 of7
FILE NUM 2003096856 .
OR BOOK 04855 PAGE 1218
IN WITNESS WHEREOF the parties have hereunto set their hands and seal on
the date first above written.
,SEMINOLE PINES ASSOCIATES, LTD.
a Florida limited partnership
( rJ~'
b.
CITY OF WINTER SPRINGS,
a Florida municipal corporation,
BY~~~
J F. BUSH, Mayor
STATE OF FLORIDA)
COUNTY OF SEMINOLE)
, & The foregoing' instrument w~s acknowledged before me this' ~ day of
rrc-'j,2003, by 1<.'c.ha.'f"d kJ.clker- , an individual, who .iu~rson.alIy-=:>
, Onown' 0 me who produced as IdentIficatIon.
~S~V-
Si nature of Notary Public' ' " "
AFFIX NOTARY STAMP
J:!A-i!:€JJ S ~J4B{OcK-
(Print Notary Name) ,
, My Commission Expires qq~ ;l.OOS:-
. 'Commission No.: bD 0'3/ '-179
Page 7 of7
FILE NUM 2003096856
BINDING DEVELOPMENT AGRE~MOK 04855 PAGE 121 9
EXHmIT LIST
1.
Exhibit "A"
Legal Description
2.
Exhibit "B"
Memorandum of Cost Sharing
3.
Exhibit "C"
Tree Protection Guidelines
FILE NUM 2003096856
OR BOOK 04855 PAGE 1220
. EXHIBIT "A"
BOUNDARY DESCRIPTION (TUSKA WILLA TRAILS - PHASE II):
A portion of Lot 59, Block "D", D. R. MITCHELL'S SURVEY OF THE LEVY
GRANT ON LAKE JESSUP recorded in Plat Book 1, Page 5 Public Records of
Seminole County, Florida being more particularly described as follows:
Commence at the .Northwest corner of Lot 38 Block "D" of said D. R.
MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, thence
N83050'35"E a distance of 1929.61 feet along the Northerly line of Lots 38, 37,
and 36 of said "BLOCK D" to.the Northeast Corner of said Lot 36 of BLOCK
"D"; thence S22002'47"E a distance of2140.93 feet along the Easterly line of said
Lots 36 and 59 of BLOCK "D" to the Northerly line of TUSKA WILLA recorded
in Plat Book 1, Page 5 of the Public Records of Seminole County, Florida; thence
N87004'22"W a distance of 148.66 feet to the POINT OF BEGINNING of the
herein described parcel; thence continue N87004'22"W a distance of 821.65 feet;
thence S03034'58"W a distance of25.00 feet; thence N87027'51"W a distance of
488.66 feet; thence N02055'20"E a distance of358.41 feet; thence S87004'40"E a
distance of 116.63 feet; thence S06033'10"E a distance of 25.35 feet; thence
S87004'40"E a distance of 37.94 feet; thence N67057'06"E a distance of 185.57
feet; thence S22002'54"E a distance of 30.29 feet; thence N67057'13"E a distance
of 122.16 feet; thence S22002'58"E a distance of 74.12 feet; thence S87004'40"E
a distance of 498.88 feet; thence S21043'08"E a distance of 247.77 feet to the
point of curvature of a noritangent circular curve, concave to the Northwest,
whose radius is 150.66 feet and chord bearing is N73011'25"E and chord distance
is 27.51 feet; thence along the arc of said curve through a central angle of
10028'24" for a distance of 27.54 feet; thence N67057'13"E a distance of 104.59
feet to the point of curvature of a circular curve, concave to the Northwest, whose
radius is 25.00 feet and chord bearing is N22057'13"E and chord distance is 35.36
feet; thence along the arc of said curve through a central angle of 90000'00" for a
distance of39.27 feet; thence S22002'47''E a distance of222.26 feet to the POINT
OF BEGINNING. Containing 9.25 acres of land, more or less.
... '.
EXHIBIT "B"
FILE NUM 200309685&
OR ,BOOK 04855 PAGE 1221
'Yohn, 13." Webb ~ ASSbcil1tes, inc.'Consulting engineers
925 s. DENNING DRIVE, WINTER PARK, FLORIDA 32789
F'ebruary 12,2003 (revised March 11,2003)
City of Winter Springs, Florida ,
1126 East State Road 434 '
Winter Springs, Florida 32708-2799
Telephone:
Facsimile:
407-327-1800
407-327-6695
Attention:
Mr.. Kip Lockcuff, P.E.lUtility Director
City of Winter Springs
Re:
_ Calculation of Cost Sharing (revised per our discussion) ,
Tuskawilla Trails Phase II Construction
Project No,: 521-01.1
Dear Mr. Lockuff:
.,
<
, John B. Webb & Associates, !rico (JBW&A) on behalf of Sunshine Communities/Seminole Pines
Associates has developed the following evaluation of Cost Sharing for tile surveying, engineering,
,and construction of the above referenced project. This comes as a result of our previous discussions
involving modifications to the Gonstruction plans to ,provide amenities to the benefit of the City
which would normally not have been included in the design.
The items gerierally fail in these categories:
':;
ITEM
CITY COST SHARE
i:
~j
"
'"
!l
:1
'"
TOTAL
$51,372.-17
$ 3,684.83
$55,057.00
. Additional Construction Items
Additional Engineering
.j
:. ~
The ensuing describes the process used in the establishment of these costs:
ITEM I:
Additional Construction Items'
This item eilcompasses those intended improvements which are to the benefit of the
City which would normal!y not have been included in the design. These items were
included in construction at the request of the City of Winter Springs.
E-MAIL: WEBBENGR@AOL.COM - PHONE (407) 622-9322 -FAX: (407) 322-9325
FILE NUM 2003096856
OR BOOK 04855 PAGE 1222
Mr. Kip Lockcuff, P.E.fUtility Director
February 12,2003 (revised March 11,2003)
Page 2
ITEM II:
Attached Please find the following:
· Table 1 - Cost Sharing Evaluation for Construction ofTuskawilla Trails _
Phase II (revised March 11, 2003)
· Bid Estimate
. Attachment A - Determination of Cost Sharing of Lift Station Construction
Based on Wastewater Flow.
· Attachment B - Comparison of Sanitary Sewer Change Without Commercial.
Bid Estimate and Schedule of Cost Sharing
The "Bid Estimate" details the lowest responsible bidders estimated line item cost
for construction. The "Bid Estimate and Schedule of Cost Sharing" documents the
difference between the estimated cost for construction of the proj ect in accordance
with the current plans compared to the estimated cost for construction without the
additions requested by the City. Enclosed is "Table 1" which further describes item
by item the quantity and cost differences documented in the "Bid Estimate and
Schedule of Cost Sharing".
Additional Engineering
JBW&A in accordance with owner's instruction modified the construction plans to
provide amenities to the benefit of the City which would normally not have been
included in the design. These generally included the design, - calculations,
engineering and plan preparation/modification for the following:
A. JBW&A prepared an "Evaluation of Wastewater Transmission System
Alignment" report dated March 7, 2002, which included estimated flows
from Tuskawilla Trails Phase II, the Commercial Property lying immediately
east ofTuskawilla Trails and Residential Property lying between Tuskawilla
Trails and A very Park. The evaluation included sizing of pump station and
pumps to manage this flow, and three (3) alternate force main routes for City
evaluation. City staff reviewed the evaluation and made recommendation on
the preferred route. This route and pipe sizing was configured to
accommodate future connections for the areas noted above.
John B. Webb & Associates, Inc.
Cost Sharing 3-11-03
FILENUM 2003096856
OR BOOK 04855 PAGE 1223
Mr. Kip Lockcuff, P.E.fUtility Director
. February 12; 2003 (revised March 11, 2003)
Page 2
B. Evaluation and setting of manholes and inverts in the Commercial Property
immediately east of Tuskawilla Trails in order to set the proper depth of the
connection manhole (#9) in Phase II.
C. Evaluation and sizing of Lift Station and pumps in order to manage the flows
from not only Phase II but also the total build-out of Commercial Property
east of Phase II and Residential Property south of Tuskawilla Trails.
Please note Sunshine Communities, lnc./Tuskawilla Tails would expect to receive to their (future)
credit a pro-rated share of the cost for the lift station construction when the Phase I sanitary sewer
is constructed (i.e. they are prepaying $31,545.00 or 43.14% of the total lift station cost for the
anticipated Phase I sanitary sewer flow, see Attachment "A").
Your prompt review and approval of the cost sharing estimate would be appreciated as the
Tuskawilla Trails Phase II Final Development Plans and Developer's Agreement will be finalized
in the near future.
If you should have any question or require additional information, do not hesitate to contact our
office.
Sincerely,
JOHN B. WEBB & ASSOCIATES, INC.
Jo~0;e:?II~~
Senior Project Manager
enclosures
cc: Todd Newby, Property ManageriTuskawilla Trails/Sunshine Communities, Inc.
John B. Webb & Associates, Inc. .
Cost Sharing 3-11-03
FILE NUM 2003096856
OR BOOK 04855 PAGE 1224
TABLE 1
Cost Sharing Evaluation for the Construction of
Tuskawilla Trails - Phase II (revised March 11,2003)
Project No.: 821-01.1
The following list provides further commentary to describe the modifications to the "Bid Estimate"
that is presented on the "Bid Estimate and Scheduling of Cost Sharing". The line item noted below
references the specific line item on the "Bid Estimate and Scheduling of Cost Sharing":
ITEM NO.
4.01 through 4.04
4.07 and 4.10
5.01 and 5.03
5.02
6.04
DESCRIPTION OF MODIFICATION
The east 8" gravity sewer trimk line on Pawnee Trail was lowered in order to
provide gravity s~rvice for future connection to Commercial property east of
0.. ..
Tuskawilla Trails. Therevised cost for these items' deducts the deep pipe
construction and adds shallow pipe construction. In addition, once the
commercial connection is removed, then Manhole #9 can be relocated to
Station 10+60 Pawnee Trail. This results in a reduction in: pipe length from
298 linear feet to 85 linear feet (see Attachment B).
The east 8" gravity sewer trunk mainon Pawnee Trail was lowered in order
to provide gravity service for future connection for Commercial property east
of Tuskawilla Trails. The revised cost for these items deducts one deep
manhole and adds a shallow manhole construction.
Due to the connection to the future Commercial property, the wetwell was
requir~d to be deeper. In addition the diameter of the wetwell, pumps
electrical controls, site work required to be enhanced to accommodate the
additional flows from the future connections. The revised cost is prorated
based on the anticipated flows to the lift station (see Attachment A),
The force main serving Phase II only, could have been 2-1/2" to Avery Park.
In order to provide for future development, a 4" force main was integrated in
the design at t~e req':lest._.6f the City. The revised cost denotes the fee for.
construction ofa 2-1I2"force main to corlnection in Avery Park.
8" Gate Valve and Box ad.ded to new 8" water main on Natures Trail at
request of the Cityto serve future connection to Commercial property east of
Tuskawilla Trails..
Page I of 1
John B. Webb & Associates, Inc.
Table 1
March 11, 2003 .
BID ESTIMATE .
~~ L~o~~"')S?f~fil~ta~ bidder.
Som' quantities~@'lfl~d hffiF5
to Bidders corrections.
Tuskawilla Trails Phase II
Item
No.
Description
Quantity Unit
Unit
Price
Total
Price
4.01. 8" pVC Gravity Sewer (0'-6' cut) 50 LF $19.50 $975.00
4.02 8" PVC Gravity Sewer (6'-8' cut) 739 LF $21.50 $15,888.50
4.03. 8" PVC Gravity Sewer (8'-10' cut) 405 LF $23.50 $9,517.50
4.04 8" PVC Gravity Sewer (10'-12' cut) 654 LF $27.00 $17,658.00
4.05' 10" PVC Gravity Sewer (14'-16' cut) 48 LF $31.50 $1,512.00
4.06 4' Dia. Sanitary Manhole: 0' to 6' Deep 1 EA $2,175.00 $2,175.00
4.07 4' Dia. Sanitary Manhole: 6' to 8' Deep 2 EA $2,435.00 $4,870.00
4.08 4' Dia. San Manhole: 8' to 10' Deep I EA $2,850.00 $2,850.00
4.09 4' Dia. San Manhole: 10' to 12' Deep 1 EA $3,500.00 $3,500.00
4.10 4' Dia. San Manhole: 12' to 14' Deep 1 EA $3,755.00 $3,755.00
4.11 4' Dia. San Manhole: 14' to 16' Deep 3 EA $4,375.00 $13,125.00
4.12 Manhole Drop Connection 2 EA $400.00 $800.00
4.13 Single Service Connection, Short 2 EA $300.00 $600.00
4.14 Double SerVice Connection, Short 8 EA $320.00 $2,560.00
4.15 Double Service COill1ection, Long 7 EA $360.00 $2,520.00
5.01 Lift Station Complete in-Place (pumps, wetwell, .. LS $61,850.00 $61,85Q.~.00
hatch,. piping, electrical, controls, site work, etc.)
4" PVC Force Main and Fittings including R/W
5.02 clearing, grubbing, connect to exist. MH, removal 1 LS . $25,550.00 $25,550.00
& replacement of pavers, paving, curb and fence)
5.03 Lift Station Telemetry (SCADA) per City of Winter LS $11,280.00 $11,280.00
Springs Specifications.
Bid Estimate 1 of 3
FILE NUM 2003096856
OR BOOK 04855 PAGE 1226
March II, 2003
.. BID ESTIMATE .
Prices shown from low bidder.
Some quantities changed due
to Bidders corrections.
. Tuskawilla Trails Phase II
. [0'
;, ... ~
g,; /1;,
6.01. 1-112" PVC Pipe and Fittings 250 LF $9.75 $2,437.50
6.02 8" PVC Pipe and Fittings .2,780 LF $14.25 $39,615.00
6.03 1-1/2" Gate Valve and Box 1 EA $350.00 . $350.00
6.04 8" Gate Valve and Box 8 EA $880.00 $7,040.00
6.05 Blow Off Valve Assembly 2 EA $600.00 $1,200.00
6.06 Connect to Exist 12" Water Main on Tuskawilla Rd 1 LS $3,560.00 $3,560.00
6.07 Bore & Jack 18-inch Steel Casing with Carrier Pipe LS $26,775.00 $26,775.00
under Tuskawilla Road
6.08 PE Single Service Connection, Short 3 EA $260.00 $780.00
6.09 PE Single Service Connection, Long 5 EA $285.00 $1,425.00
6.10 PE Double Service Connection, Short 4 EA $300.00 $1,200.00
6.11 PE Double Service Connection, Long 9 EA $325.00 $2,925.00
6.12 Fire Hydrant & Appurtenances 2 EA $2,375.00 $4,750.00
7.01 12" Perforated PVC Underdrain 254 LF $22.75 $5,778.50
7.02 12" Solid Wall PVC Underdrain Conveyance Pipe 165 LF $10.90 $1,798.50
7.03 Underdrain Cleanout Box 3 EA $215.00 $645.00
7.04 18" ADS N-12 HDPE Pipe 989 LF $25.50 $25,219.50
7.05 24" ADS N-12 HDPE Pipe 152 LF $32.50 $4,940.00
7.06 36" ADS N-12 HDPE Pipe 216 LF $48.50 $10,476.00
7.07 FDOT Modified Type "F" Inlet w/Grate 5 EA $2,435.00 $12,175.00
7.08 FDOT Type "P" Manhole w/Cover 1 EA $1,850.00 $ I ,850.00
7.09 FDOT Modified Type "E" Inlet w/Bleeder, Grate EA $3,295.00 $3,295.00 .
and Skimmer
7.1 0 Mitered End Section for 12" Pipe EA $380.00 $380.00
7.11 Mitered End Section for 18" Pipe EA $625.00 $625.00
7.12 Mitered End-Section for 36" Pipe EA $1,515.00 $1,515;00
7.13 105' x 4' Spreader Swale with Erosion Control Mat LS $5,150.00 $5,150.00
Bid Estimate 2 of 3
March 11, 2003
BID ESTIMATE
FILE NUM2003096856
OR BOOK 04855 PAGE 1227
Prices shown from low bidder.
Some quantities changed due
to Bidders corrections.
. Tuskawilla Trails Phase II
",m~...
" .~~
8.01 8" Compacted Subbase
8.02 6" Compacted Soil-Cement Base
8.03 1" FDOT Type I Asphaltic Concrete Surface
8.04 12" x 12" Conc. Ribbon Curb & Stab. Subgrade
4,208
4,208
4,208
3,654
SY
SY
SY
LF
. $2.25
$6.30
$3.50
$7.05
$9,468.00
$26,510.40
$14,728.00
$25,760.70
tJ.lllm
!I~lI', iJ
10.01 Remove/Relocate Natures Way Unpaved Roadway 692 SY $12.75 $8,823.00
10.02 Remove Fence & Install Knock-~own Fence LS . $1,400.00 $1,400.00
at southeast end of Mohawk Trail
1 0.03' Archite~tural Pavers Section (Curb, Concrete Base 2 EA $2,500.00 . $5,000.00
. . and BrIck) .
10.04 Street Signs and Pavement Striping LS $2,000.00 $2,000.00
Bid Estimate 3 of 3
FILE NUM 2003096856
OR BOOK 04855 PAGE 1228
ATTACHMENT A
Determination of Cost Sharing of Lift Station Construction
Based on Wastewater Flow
Tuskawilla Trails Phase II
Project No.: S2]-01.1
March II, 2003
gpm
COST SHARING
Total Flow
Percentage
of Total Flow
Prorated Fee for
L.S. Construction
TOTAL
* Items 5.01 and 5.03 on Bid Estimate assumes total cost of $73, 130.00 for Lift Station constr.
($61,850.00 + $11,280.00 = $73,130.00)
** Wastewater flows from FDEP Permit/Sanitary Sewer Report dated November 2002.
*** WW flow from Residential estimated from 16 - 1.43 acre lots and 300 gpd per lot.
**** Combined percentage of Phase I and II is 52.85% ($38,654.00). This value is split to items
5.01 and 5.03 on the "Bid Estimate and Schedule of Cost Sharing", sheet attached.
ATTACHMENT B
COMP ARISON OF SANITARY SEWER CHANGE WITHOUT COMMERCIAL
Tuskawilla Trails Phase II
March 11,2003
From MH Pipe Plan Depth Plan Depth without Commercial
toMH Dia. (feet) (feet)
(inches) 0'-6' 6'-8' 8'-10' 10'-12' 14'-16' 0'-6' 6'-8' 8'-10' 10'-12' 14'-16'
1~'1!i& ~"'i1i ~.~ ~~~=~~ ~~~il;_ ~"'""'"~ili lfi:~ lIf~1t_ ~ ~ 11IIII
,!:;"~S...-';i,J " ~'~~~~'J ' "~~ i1i\\'ir,~~~'~ ,-"..!fF""", .. SA,1f&" " .;. '",'!o I "clt'..,: ~~a
,,..,tt "'~,_ .'.,"_ .' - ~ -~ "." ""~..- ~"~.,,
WWto 1 10 48 48
1 to 2 8 272 51 272 51
2 to 3 8 388 175 213
.., to 9 8 17 133 148 85
.J
1 to 4 8 173 173
4 to 5 8 . '. 30 30
4to 6 8 252 252
6 to 7 8 288 288
7 to 8 8 50 46 50 46
50 739 405 654 48 310 547 272 506 48
Plan Depth Plan Depth without Commercial
Manhole (feet) (feet)
Number 0'-6' 6'-8' -~~~~~ 12'-14' ~ 0'-6' ~ 10'-12' 12'-.14' 14'-16'
i:1i.llfdtl JI.~ . ~~. :!o!";.;;J;" -~ ':J1' '~b 'Ii!:. - ~ "~t~ ~""~4
'.'~~~i !S'r'IfHit"~i lIlf:!iifl~ willi_ . . ""'~"'" ""~'''''<:;v ~
~' ~~~;;Zt:i' ~?....: '"'" .,VA;'~, .& ~. ,,: 1~ ~ ... -\i,',;,t'J};,"',;~ 'k;..~~J!' '~k' ", J.
1 1 1
2 1 1
3 1 1
4 1 1
5 1 1
6 1 I 1
7 1 , 1
8 1 1
9 1 1
1 2 1 1 1 3 1 3 1 1 0 3
0"
::tJ....
r
tr:S ITI .
o
oz
~c
3
S
~ro
IXlS
U1S
U1W
S
I.D
(7\
'01Xl
DUl
G)(7\
ITI
*
Note: By not serving the commercial area, manhole #9 is relocated to station 10+60 new Pawnee Trail.
This results, in a reduction in pipe length from 298 If to 85 If.
-
I'\)
I'\)
~
FILE NUM 2003096856
OR BOOK 04855 pAGE 1230
. BID ESTIMATE AND SCHEDULE OF COST SHARING
Tuskawilla Trails - Phase II
. ..
March I ], 2003
Item
No.,
Description
Quantity . Unit
Unit
Price
Total
Price
F!o" -i
!~~i!i&(~,.
4.01 8" PVC Gravity Sewer (0'-6' cut) (add Q60)
4.02 8" PVC Gravity Sewer (6'-8' cut) (deduct 192)
4.03 8" PVC Gravity Sewer (8'-10' cut) (deduct 133)
4.04~ 8" PVC Gravity Sewer (10'-12' cut) (deduct 148)
4.05 10" PVC Gravity Sewer (14'-16' cut)
4.06 4' Dia. Sanitary Manhole: 0' to 6' Deep
4.07 4' Dia. Sanitary Manhole: 6' to 8' Deep (add J)
4.08 4' Dia. San Manhole: 8' to 10' Deep.
4.09' 4' Dia. San Manhole: 10' to 12' Deep
4.10' 4' Dia. San Manhole: 12' to 14' Deep (deduct J)
4.11 , 4' Dia. San Manhole: 14' to 16' Deep,
4.12., Manhole Drop Connection
4.13 , Single Service ~onnection, Short
4.14 Double Service Connection, Short
4.1~ Double S'ervice Connection, Long
310
547
272
506
48
1
3
1
1
o
3
2
2
8
7
LF
LF
LF
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
$19.50
$21.50
$23.50
$27.00
$31.50
$2,175;00
$2,435.00
$2,850.00
$3,500.00
$3,755.00
$4,375.00
$400.00
$300.00
. $320.00
$360.00
$6,045.00
$11,760.50
$6,392.00
$13,662.00
$1,512.00
. $2,175.00
$7,305.00
$2,850.00
$3,500.00
$0.00
$13,125.00
$800.00
$600.00
$2,560.00
$2,520.00
Lift Station Complete in-Place (pumps, w{:twell,
5.01 hatch, piping, electrical, controls, site work, etc) LS $32,687.73 $32,687.73
(Phase 1& II part of Lift Station cost, see Attachment "A '~
4" PVC Force Main and Fittings including R/W
5.02 clearing, grubbing, connect to exist. MH,removal LS . $17,033.33 .$17,033.33
& replacement of pavers, paving, curb and fence).
(deduct 1/3, use 2-1/2" FM)
5.03 Lift Station Telemetry (SCADA) per City of Winter LS $5;966.27 $5,966.27
Springs Specifications (see Attachment "A"/
Schedu Ie of Cost Sharing I of 3
March 11, 2003
FILENUM 2003096856
OR BOOK. 04855 PAGE 1231
BID ESTIMATE AND SCHEDULE OF COST SHARING
Tuskawilla Trails - Phase II
'. ,
6.01 1-112" PVC Pipe and Fittings 250 LF $9.75 $2,437.50
6.02 8" PVC Pipe and Fittings 2,780 LF $14.25 $39,615.00
6.03 1-112" Gate Valve and Box 1 EA $350.00 $350.00
6.04 8" Gate Valve and Box 7 EA $880.00 $6,160.00
6.05 Blow Off Valve Assembly 2 EA $600.00 $1,200.00
6.06 Connect to Exist 12" Water Main on Tuskawilla Rd 1 LS $3,560.00 $3,560.00
6.07 Bore & Jack 18-inch Steel Casing with Carrier Pipe 1 LS $26,775.00 $26,775.00
under Tuskawilla Road
6.08 PE Single Service Connection, Short 3 EA $260.00 $780.00
6.09 PE Single Service Connection, Long . 5 EA $285.00 $1,425.00
6.10 PE DoubleSe~vice Connection, Short 4 EA $300.00 $1,200.00
6.11 PE Double Service Connection, Long 9 EA $325.00 $2,925.00
6.12 Fire Hydrant & Appurtenances 2 EA $2,375.00 $4,750.00
7.01 12" Perforated PVC Underdrain 254 LF $22.75 $5,778.50
7.02 12" Solid Wall PVC Underdrain Conveyance Pipe 165 LF $10.90 $1,798.50
7.03 Underdrain Cleanout Box 3 EA $215.00 $645.00
7.04 18" ADS N-12 HDPE Pipe 989 LF $25.50 $25,219.50
7.05 24" ADS N-12 HDPE Pipe 152 LF $32.50 $4,940.00
7.06 36" ADS N-12 HDPE Pipe 216 LF $48.50 $10,476.00
7.07 FDOT Modified Type "F" Inlet w/Grate - 5 EA $2,435.00 $12,175.00
7.08 FDOT Type "P" Manhole w/Cover 1 EA $1,850.00 $1,850.00
7 09 ' FDOT Modified Type "E" Inlet w/Bleeder, Grate EA . $3,295.00 $3,295.00
. and Skimmer
7.10 Mitered End Section for 12" Pipe 1 EA $380.00 $380.00 .
7.11 Mitered End Section for 18" Pipe 1 EA $625.00 $625.00
7.12 Mitered End Section for 36" Pipe 1 EA $1,515.00 $1,515.00
7.13 105' x 4' Spreader Swale with Erosion Control Mat 1 LS $5,150.00 $5,150..00
Schedule of Cost Sharing 2 of 3
March 1.1, 2003
FILE NUM 2003096856
OR BOOK 04855 PAGE 1232
BID ESTIMATEAND SCHEDULE OF COST SHARING
Tuskawilla Trails - Phase II
. '
. . .
8.01 8" Compacted Subbase 4,208 SY $2.25 $9,468.00
8.02 6" Compacted Soil-Cement Base 4,208 SY $6.30 $26,510 .40
8.03 1" FDOT Type I Asphaltic Concrete Surface 4,208 SY $3.50 $14,728.00
8.04. 12" x 12" Conc. Ribbon Curb & Stab. Subgrade 3,654 LF . $7.05 ~25,760.70
10.01 Remove/Relocate Natures Way Unpaved Roadway 692 SY $12.75 $8,823.00
1002 Remove Fence & Install Knock-Down Fence LS $1,400.00 $1,400.00
. . at southeast end of Mohawk Trail
1003' Architectural Pavers Section (Curb, Concrete Base 2 EA $2,500.00 $5,000.00
. and Brick) . .
10.04 Street Signs and Pavement Striping 1 LS $2,000.00 $2,000.00
Schedule of Cost Sharing 3 of 3
FILE NUM 2003096856
OR BOOK 04855 PAGE 1233
EXHIBIT "C;;
TREE PROTECTION GUIDELINES
1.. Prior to construction orduring site preparation, barricading suitable to the City's
arborist shall be erected and maintained around all trees to be preserved in order
to establish a tree protection area. All trees to be preserved shall be identified on-
site by harmless marking or banding.
2. Prior to construction, tree protection signs shall be posted and maintained at all
tree protection areas. The contractor shall make every effort to protect all existing
trees to be preserved during site preparation and construction. Placement of
material, machinery, utility lines, soil, hazardous liquids, or vehicles within the
tree protection area shall be strictly prohibited. Materials, wires, signs,. or nails
shall not be attached to any tree unless such materials are needed to preserve the
tree.
3. Unless another suitable technique is approved by the City's arborist, the tree
protection barriers shall be constructed as follows: Uprights - 4" x 4" lumber on
eight-foot (8) minimum centers; horizontals - the equivalent of one (1) course of
2" x 4" lumber.
4. Tree protection barriers shall remain in place until construction is fully completed
and all paving, construction, and heavy equipment is off the Property.
5. All trees to be preserved shall have their natural soil level maintained. All efforts
shall be made through the grading and drainage plan to ma,intain the natural
drainage to and from such trees.
. 6. Any tree that may need to be moved for any reason during the construction
process shall be relocated only under the direction and written approval of the
City's arborist.
7. Properly install and maintain siltration and sediment control barriers around trees.
8. Root and canopy pruning shall. be required by a qualified. ISA arborist. Any
damaged roots shall be clean cut and covered by clean fill.
9. Owner shall abide by the reforestation standards set forth in Ordinance 2002-08,
as amended, for all trees damaged or destroyed during construction.