HomeMy WebLinkAboutItem 10 Approval of the Agreement between the City of Ocoee and Fullers Crossing 429, LLC
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: April 15, 2025
Item #: 10
Contact Name: T'Jean Tomlinson Department Director: Jen Bolling
Contact Number: Ext. 4301 City Manager: Craig Shadrix
Subject: Approval of the Agreement between the City of Ocoee and Fullers Crossing 429,
LLC. (Utilities Director Bolling)
Background Summary:
The property at 2280 Fullers Cross Road (FC 429 Property), owned by Fullers Crossing 429, LLC (FC 429,
LLC), is preparing to begin site plan design. A Shared Access Easement Agreement was established on June
15, 2004, between the City and the previous owner of the FC 429 Property (Daryl M. Carter). However, the
previously agreed-upon Shared Access Easement Agreement is now in direct conflict with the proposed
development plans for both the City's new Law Enforcement Training Facility and the Conceptual Plan for the
FC 429 Property. To overcome the site plan conflicts staff worked with the City Attorney and FC 429, LLC to
procure a new agreement. This agreement terminates the June 15, 2004, Shared Access Easement
Agreement and sets forth terms and conditions for each project to move forward without conflicts.
Issue:
Should the Honorable Mayor and City Commissioners approve the Agreement between the City of Ocoee and
Fullers Crossing 429, LLC?
Recommendations:
Staff recommends that the Honorable Mayor and City Commissioners approve the Agreement between the
City of Ocoee and Fullers Crossing 429, LLC.
Attachments:
1. Proposed Agreement Between City and FC 429 3.26.25
Financial Impacts:
None.
Type of Item: Consent
Page 306 of 821
AGREEMENT BETWEEN THE CITY OF OCOEE AND
FULLERS CROSSING 429, LLC
THIS AGREEMENT ("Agreement") is entered into as of the ____ day of ________,
2025, by and between the CITY OF OCOEE, a Florida municipal corporation, whose address is
1 North Bluford Avenue, Ocoee, Florida 34761 ("City"), and FULLERS CROSSING 429,
LLC, a Florida limited liability company, whose address is 529 E Crown Point Road, Ste. 100,
Ocoee, FL 34761 ("FC 429, LLC"). The City and FC 429, LLC may each be referred to
individually as a "Party" or collectively as the "Parties."
RECITALS
WHEREAS, FC 429, LLC owns the property located at 2280 Fullers Cross Road, Ocoee,
Florida, 34761 (“FC 429 Property”), and directly west of that property the City owns the property
located at 1707 East Crown Point Road, Ocoee, Florida, 34761(“City Property”)(collectively
referred to as the “Properties”);
WHEREAS, the FC 429 Property is subject to the Planned Development Agreement for
the Fullers Cross Commercial Planned Unit Development (“PUD”), as set forth in the
Development Agreement dated as of June 15, 2004, made by and between Daryl M. Carter, Trustee
of the Carter-Fullers Cross Land Trust (the “Previous Property Owner”), and the City;
WHEREAS, the Previous Property Owner of the FC 429 Property and the City entered
into a Shared Access Easement Agreement dated June 15, 2004 (“Shared Access Agreement”),
related to the Properties;
WHEREAS, FC 429, LLC desires to begin construction on the FC 429 Property;
WHEREAS, the Parties agree to terminate the Shared Access Agreement in accordance
with the terms of said agreement;
WHEREAS, the Parties seek to amend and supersede certain buffer requirements of the
PUD to accommodate the Parties’ development objectives;
WHEREAS, the City has a vested interest in the efficient delivery of utility services to its
properties and adjoining properties, including the installation of water and sewer infrastructure to
support future development;
WHEREAS, an easement (the “North Easement”) exists on the property owned by FC
429, LLC, as depicted in Exhibit "A" attached hereto; and
WHEREAS, the City agrees to install and maintain certain water and sewer infrastructure
on the North Easement that will support the Properties as specified in this Agreement;
NOW, THEREFORE, in consideration of the mutual covenants contained herein, the Parties
agree as follows:
Page 307 of 821
1. Scope of Installations
1.1 Water Main Installation and Maintenance. The City agrees to install and
maintain a Water Main as specified on the attached Exhibit “B” within the North Easement
dedicated by FC 429, LLC to provide domestic water service to the City Property which is located
to the west of FC 429 Property. This will allow for other properties in the vicinity to connect in
the future. The City shall bear all associated costs for installation and ongoing maintenance of the
public water main.
1.2 Tee and Valve Installation. The City shall install, at no cost to FC 429, LLC, one
(1) Tee and one (1) Valve along the Water Main. The City assumes all maintenance responsibility
for these installations.
1.3 Sewer Force Main Installation and Maintenance. The City agrees to install and
maintain a Sewer Force Main as specified on the attached Exhibit “C” within the City’s Right of
Way to provide sewer services to the City Property located to the west of FC 429 Property, at the
City's expense. This will allow for other properties in the vicinity to connect in the future.
1.4 Force Main Tee and Valve Installation for FC 429, LLC. The City shall install,
at no cost to FC 429, LLC, one (1) Tee and one (1) Valve along the Sewer Force Main with the
City assuming maintenance responsibility.
2. Sewer Contribution and Service Agreement. FC 429, LLC has agreed to forgo the reserved
sewer capacity and instead contribute $150,000.00 toward the Installations noted in Section 1. Of
this amount, the previously paid $98,706.23 for reserved sewer capacity shall be credited toward
the total contribution, leaving a remaining balance of $51,293.77. In consideration of this payment,
the City agrees to provide sewer service to the FC 429 Property in accordance with the terms of
this Agreement. The contribution shall be due within 30 days of the Effective Date of this
Agreement, and FC 429, LLC shall not be reimbursed for such nor receive any impact fee credits
for such.
3. Easement Terminations and Landscape Buffer
3.1 Termination of Shared and Cross Access Easements. FC 429, LLC hereby
agrees that it shall diligently undertake, at its sole cost and expense, to terminate the Shared and
Cross Access Easements. FC 429, LLC shall cause the termination of said Shared and Cross
Access Easements to be completed prior to the City's issuance of the first building permit for any
construction on, about, or related to the FC 429 Property. FC 429, LLC further agrees to pay all
recording costs associated with the termination of the Shared and Cross Access Easements.
3.2 Preservation of West Boundary Landscape Buffer. FC 429, LLC agrees to
maintain the existing trees in the 10-foot Orange County Drainage Easement and abide by the
restrictions set for in the easement document. FC 429, LLC will pursue a non-substantial PUD
Page 308 of 821
amendment, to waive the existing buffer condition of the PUD prior to the commencement of
construction.
4. Access Rights. Subject to review and approval by the City, the City agrees that FC 429, LLC,
at FC 429, LLC’s sole cost, may install full access (Right In, Right Out, Left In, Left Out) at the
Fullers Cross Road entrance and Right In, Right Out at the Ocoee Apopka Road entrance, subject
to, and in accordance with, all applicable City code, permitting, and engineering requirements.
These access modifications shall be processed as a non-substantial PUD amendment. FC 429, LLC
shall not receive any reimbursement for such nor any impact fee credits.
5. Construction Commencement and Penalties
5.1 Construction Timeline. FC 429, LLC shall commence construction and diligently
pursue the completion and development of the FC 429 Property no later than three (3) years from
the Effective Date of this Agreement. Commencement of construction shall be evidenced by the
issuance of a site permit. Failure to obtain a site permit within this timeframe and to diligently
pursue completion of the development thereafter shall result in the following:
a.Retention of Contribution. The $150,000.00 contribution (including the
$98,706.23 sewer capacity credit) toward the installations by the City shall be used toward
the costs of such project, irrespective of any delay in construction. Any future development
of the FC 429 Property proposing increased wastewater demands shall bear the full cost of
any required force main upsizing.
b.Revocation of Agreement Provisions. i. the 10’ West Boundary Landscape Buffer
shall remain valid and in place. ii. the access rights allowing full access (Right In, Right
Out, Left In, Left Out) at Fullers Cross Road and Right In, Right Out at Ocoee Apopka
Road provided this Agreement shall be null and void.
6. General Provisions
6.1 Compliance with Laws. The Parties agree to comply with all applicable federal,
state, and local laws, regulations, and ordinances in performing their respective obligations under
this Agreement.
6.2 Indemnification. FC 429, LLC agrees to indemnify, defend, and hold harmless the
City, its officials, employees, and agents from and against any and all claims, liabilities, damages,
lawsuits, losses, and expenses, including reasonable attorney fees, arising from or related to
activities or performance in connection with this Agreement although neither Party shall be
obligated for its own negligence.
6.3 Force Majeure. Neither Party shall be liable for delays or failure to perform any
obligation under this Agreement due to circumstances beyond its reasonable control, including
acts of God, natural disasters, war, or government action.
Page 309 of 821
6.4 Termination. This Agreement may only be terminated by an instrument in writing
executed by the then owners of the FC 429 Property and the City Property, and their respective
mortgagees, if any.
6.5 Entire Agreement. This Agreement constitutes the entire understanding between
the Parties with respect to the subject matter hereof and supersedes all prior discussions,
agreements, or understandings of any kind.
6.6 Governing Law and Venue. This Agreement shall be governed by the laws of the
State of Florida. Venue for any dispute arising out of this Agreement shall be exclusively in the
state courts located in Orange County, Florida.
6.7 Severability. If any provision of this Agreement is held to be invalid, illegal, or
unenforceable, the remaining provisions shall remain in full force and effect.
6.8 No Partnership or Joint Venture. The Parties are not partners and the
development of the FC 429 Property and the City Property does not constitute a joint venture of
the Parties.
6.9 Non-Waiver of Governmental Powers. Nothing contained herein shall be
construed as a waiver of or contract with respect to the regulatory and permitting authority of the
City as it now or hereafter exists under applicable laws, rules, and regulations, and nothing in this
Agreement relieves FC 429, LLC from complying with all applicable City Codes, requirements
and policies.
6.10 Sovereign Immunity. Nothing contained in this Agreement or any record or
communication arising out of or concerning this Agreement shall be considered or deemed a
waiver of the City's sovereign immunity protections or any other defenses or immunities afforded
under law to the City and its officials, employees and agents.
6.11 Binding Effect. This Agreement shall run with the Properties and shall be binding
upon and inure to the benefit of FC 429, LLC and the City, and their respective successors and
assigns. This Agreement shall be enforceable at law and in equity, including but not limited to
enforcement by action for specific performance. In the event of litigation, the prevailing party shall
be entitled to recover its reasonable attorneys' fees and costs, both at trial and appellate levels from
the non-prevailing Party.
(Signature page to follow)
Page 310 of 821
IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year
last executed by the parties.
CITY:
City of Ocoee, a Florida municipal
corporation
WITNESSES:
Name: By:
Rusty Johnson, Mayor
Address: 1 N. Bluford Ave, Ocoee, FL34761____
Name: _________________________________ Attest:
__________________________
Melanie Sibbitt, City Clerk
Address: 1 N. Bluford Ave, Ocoee, FL34761____
(SEAL)
Approved by the City of Ocoee
Commission at a meeting held on
______________________ ____, _____
under agenda item no. ____
For use and reliance only by
The City of Ocoee, Florida;
Approved as to form and
Legality this ____ day of
________________, 20___.
Fishback Dominick
By: __________________________
Richard Gellar, City Attorney
Page 311 of 821
FULLERS CROSSING 429, LLC, a
Florida limited liability company
WITNESSES: By: _____________________________
Name: _____________________________ Name: __________________________
Address: ____________________________ Title: ___________________________
Name:______________________________
Address: ____________________________
S:\AKA\CLIENTS\Ocoee, City of\Fullers Crossing 429, LLC O164-27720\Documents\Proposed Agreement Between City and FC 429 11.12.24.docx
Page 312 of 821
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BOOK 15 PAGE IO I
C.ROWIV PO/NT J/Vt:?cJP.S DEDICATION
KNOW ALL MEN BY THESE PRESENTS, That the Corporation named
below, being the owner in fee simple of the lands described In the fore-
going caption to this plot, hereby dedicates said lands and plot for the
uses and purposes therein expressed and dedicates the STEEET ,
E,,95EME.A/T5./ TR#CT-5 C,, D shown hereon to the
perpetual use of the public, and __________________ _
IN WITNESS WHEREOF, hos caused these presents to be signed and
attested to by the officers named below and its corporate seal to be af-
fixed hereto on ______ 4,f>.r.i/__(_ _(_'f!§_ ---------------------·----------
CROWN POINT WOODS, INC.
P.O. BOX 1547 Winter Garden Fl. 32787 :.:._::: ------L--------··-···-··· -------·-·--···
ay Wede-- AA f -
Wade Bradfurd ,;i-;;
Attest:
STATE OF ___ E- E .!£'1-' _________ cOUNTY OF O --
THIS IS TO CERTIFY, That °"---- --.f_ ,.-{_'f __ ------
before me, on officer duly authorized to take acknowledgments In the
State and County aforesaid, personally appeo,ed __ ../:YAR ---.l! #.P...f.J'Z£.. __ _
onc1 ..J" i iV\. 0- _:.r,.:_.:.,.o,c...._ __
respectively ____________ Presldent and -- -[ll, 'J-- - - - - -
of the above named corporation incorporated under the lows of the State
of ___ F 0-6!/PH ·--- to me known to be the Individuals and
officers described in and who executed the foregoing Dedication and
severally acknowledged the execution thereof to be their free act and deed
as such officers thereunto duly authorized; that the official seal of said
corporation is duly affixed thereto; and that the sold Dedicotlon Is the
act and deed of said corporation.
IN WITNESS WHEREOF, I have hereto set
my hand and seal on the above dote.
,t2 . - . --Il:.------------NOTARY PUBLIC
M Com . . Ex. .3.// 7 / ill y m1ss1on pireS..-- -..'.----f-.!.-L __ _
CERTIFICATE OF SURVEYOR
CERTIFICATE OF APPROVAL
BY ZONING DIRECTOR
Examined
and
Approved: --- ---- Zoning Director Date
CERTIFICATE OF APPROVAL BY COUNTY ENGINEER
Examined and .,...-a_ Approved: --�:jn;::::--------m.:._.&1-,::: __ _
CERTIFICATE OF APPROVAL BY BOARD
OF COUNTY COMMISSIONERS
THIS IS TO CERTIFY, That on _ -*'is-the
foregoing plat was approved by the Board of County Commissioners of
Orang:-j;;;t_l
� . c. , ,
-------------cti-;h-;;,�-;;-��rd.J ,•·. ;· i
Attest: 1
, . ': J'!.
_Ikl.A... a.5ti-' t-.o c.,ke. Y_
Clerk of the Board.
-·--- iJ'Y\ D.C.
;r-: .. /. ', ·. •>'? .-'... ,r-:r
\. •/J _.,
. ' .... / ;.•.::. _-;.... ;,.. _ .... ' ..... . -.
ATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That I hove examined the foregoing plat and find
that it complies in form with all the
:"9nts
of Chapter 177, Florida.
Statutes, and was filed for record on_ .l:-.§.,_l '185 ____ _
aLlL:J.8...A..IYI ___ File No. i 1. '------_ -- 0 ':-'P • ,,\._ ,tu-· _·,: . / ,; "\ .- ,,:.-, n , , - .JJLl1J.IUU_::::'1.J ....J _r;:Ji(.l "-.U-I , - • ·•. • • • • ._ ....... , n_.1 .
County Comptroller ·��--/ -L--,\ (: ', in and for Orange County, Fla. "-, :
BY _1.L_ __ 'l_ __ I.Id:--- -D.C. ' ',•
'. '-I IOll&t-'-,, lf1_i (I'
' ' .
Exhibit A
Page 313 of 821
--------
/41NE OF NEl/40F N� r SEC. 7-22-:t��\
FULLERS CROSS ROAD
AXLE
\ S89 °57'4 7 "E \- -
--.-o q " 0
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w
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-rt) W Ill w z_ = LL in -0 rt>Oo q Ill 0 O--wost Ill Z z N0 -0 __J
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MARKER
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NWl/4, SEC.7-22-28
]
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EXISTING 60' RIGBHLTICORFE��iDs OF ORANGE COUNTY, FLORIDA,-\ RECORDED IN PU rei0 FULLERS CROSS ROAD -g_ IN DEED BOOK 347,,--PA_G_E_5_s_o_. ______________ _,/ q' 0
� S 89 °57 °47" E 10
_LJJ 1---IO Z _N O I-I'-a. a:
CROWN POINT
PAGE 2 OF 3
WOODS
PLAT
BOOK
NI =>
0 z 0 0 ,: UOo en a: SECTION 7,
A SUBDIVISION IN
TOWNSHIP 22 SOUTH, RANGE
ORANGE COUNTY, FLORIDA
28 EAST,
8
10
CONSERVATION AR£A AND DRAINAGE EASEMENT
\\ \\ \\
0 100 200 I I 1 1 ii I SCALE IN FEET-I =100
300
LOT NO.
I
I
2
2
3
4
4
4
5
5
6
LOT FRONTAGE
6.R
90°29 '38" 25.oo'
41 ° 24 '35" 50_00'
12 °2 3 '3 5" 50.00 °
00 °4 3°38" 1969.86'
107 °2 8 °4 6" 50.oo'
95 °5 7 °0 6 "50_00'
23°55 °16 " 50.00'
41 °24'3 5 " 50.00'
89 °30 '2 1 " 25.00'
os0 oa'39"1969.86'
90°00 '0 0"25.oo'
09 °2 8'3 9 "284.14'
CURVE DATA
L CH T
39.49 ° 35.51' 25.22
36.14' 35.36' 18.90'
10.82' 10.79' 5.43'
25.00' 25.00' 12.50'
93.79' 80.63' 68.17'
83.73' 74.29' 55.48'
20.ss'20.12' 10.59'
36.14'35.36' 18.90'
39.05'35.20' 24.79'
280.00' 279.76' 140.24'
39.27' 35.36' 25.00'
47.oo'46.95' 23.55'
7 24 °22'52"284.14' 120.91'120.00' 61.38'
8 20 ° I 9'30"284.14' 100.00'100.27' 50.93'
(" -,µ $ 13'1/9·�3 • PRIVATE LANDSCAPE a
11' _ _....-}i:i ·"" SIGNAGE EASEMENTS\
\ ·.:: -
\ -:·.:, ·•·:
\ ··,, �-·· \ :-·. --- \ ·•··. -{ \ · ... \'-·
26 90 °0 0 '00 "
26 90°00 '00 "
36 I 03°4 9 °5 5 "
36 59 °01 '55 "
TRACT "B" 23 °04 '2 3 "
TRACT "c" 18 ° 45'49"
TRACT'A" 0 I 0 55 °13"
NO. (i)72 °57 °5 0"
25.00' 39.27'35.36' 25.00'
25.oo'39.27'35.36' 25.oo'
25.oo' 45.30' 39.36' 31.90'
234.14 ° 241.64' 231.06' 132.83'
50.oo' 20.14' 20.00' 10.20'
284.14' 93.13' 92.72' 46.99'
1969.86' 66.02' 66.02' 33.01'
CENTERLINE CURVE DATA
R L CH T
259.14' 330.00' 308.15' 191.63'
i \ EXISTING RIGHT OF WAY (VARIABLE WIDTH)
\�:....+,_..�-;;;--RECORDED IN PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA,
• •
. C. 11' A t 1-
24 1
,o
\ \ \ \ \ \ \
IN ROAD PLAT BOOK I PAGE 119 THRU 126 .
ADDITIONAL RIGHT OF WAY (VARIABLE WIDTH)
RIGHT OF WAY CURVE DATA
1934.86' 364.43' 363.89' 182 .76'
...>-::---DEDICATED BY THIS PLAT TO A DISTANCE OF 60
FEET WEST OF CENTERLINE. \\
\'1c1: .(.ao�u-r,oAJ t!ouNT'f Co,nn,_ kcb.t..oc� 7/ID,ffw .rN o.� . .l8o'f Jll:l't 1s-1i vAt:.AT1A/c.. i'/No ANNCl�L ,/oJr; ,lorw "I--!, --r-A.Ac-r lJ.7
.Jr£ .roA11.1-nou CouAJry co�. �� .tf • ,Al"-�. 381/ '"fE" ,v,, r,At!ll-r"1Ny. 1.or.s ,-y, ?A-,tt:r3 IIN)> t!II.IIWN .,.,Al..,. t!Ot111.r. -nil� ,-111 Co��ttTI'•� o/: �E"J•1.,,,,r,0AJ JL"ko.t.,11) ,,., a.� • .JI•, Mt' ,l'.J. NI 1/"'/I'
Sr� L £j,, L t1 r 10 "--· '!<" N "TY Ce1111 Al . R. £-eoL/Je.JJ /.JI.Jo/,!1 /IV o. L. J9</,(, ,'Ar.Ii 184,/ v4c4r,,t)t;.
Lb r � 8 14 A.J.lJ 'l
15 PAGE I 02
Page 314 of 821
0 100 200 I _lii.ii.1 1 I I SCALE IN FEET -I"= l00°
6"X6" CONC. MARKER
NW CORNER OF SE 1/4 OF NWl/4, SEC. 7-22-28
;.• ..
(DN I N N
I
SW COR. SE 1/4 OF NWl/4
SEC. 7-22-28 I
IO
(\J r<> ..,
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0 0 ai a,
0 0
s09°08 '07''E
220.00'
II
14
300
I : 11 : II I I i II
SEE PAGE 2 OF 3
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21
PAGE 3 OF 3
CROWN POINT WOODS
A SUBDIVISION IN
SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST,
ORANGE COUNTY, FLORIDA
ADDITIONAL RIGHT OF WAY
DEDICATED BY THIS PLAT TO A
DISTANCE OF 60 FEET WEST OF
CENTERLINE.
·.:{ ..
-::.:_ --·:
LOT NO.
14
15
18
19
30
32
LOT FRONTAGE CURVE DATA
R L
56°5 2 '4 4 " 125.00 ° 124.09°
36°44 10 0 " 125.00 ° 80.14 °
45°58 '5 8" 125.00 1 100.32 °
57°2 6 °3 I " 125.oo'125.32 °
103 °25 °2 6 " 75.oo'135.38 °
93°36 °44 " 75.oo'122.54 °
CENTERLINE CURVE DATA
\ -\
"\ . .,i·v-1 • .,9 \ , 1;,.ao'
' \ ,, \ i . \ \ -\ \
NO.
2
3
93°3 6 °4 4 "
I 03 °25 °2 6"
EXISTING RIGHT OF WAY (VARIABLE WIDTH)
R
100.00'
100.00'
RECORDED IN PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, IN ROAD PLAT BOOK I PAGE 119 THRU 126.
BENCH MARK -ELEV. 127.02' M.S.L.
L
163.38 °
180.51 °
6"X6" C.M. WITH BRASS CAP NO. S-55 1934
CH
119.06 °
78.77 °
97.65 °
120.14 °
117.74 °
109.36 °
CH
145.81 °
156.98 °
EAST SIDE OF S. R. 439 AT THE SCHOOL IN OCOEE
PLAT
BOOK
T
67.701
41.50°
53.04°
68.50'
95.01 °
79.88 °
T
106.51 °
126.68 °
15 PAGE IO 3
JIS
Page 315 of 821
52+00 53+00 54+00 55+00 56+00
2" BLOW OFF ASSEMBLY
STA 54+78, 48.48 R
8" 45° BEND
STA 54+79, 37.98 R
8" 45° BEND
STA 54+83, 34.14 R
STA. 56+06.03, 35.34'R
2.0° HORIZ. DEFLEC.
8" GATE VALVE
STA 54+79, 47.53R
T.O.P EL.101.40
EX GRADE PIPE CL
3.
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0
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MI
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.
EX ROADWAY CL
12
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MI
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55+00 56+00
ST
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0
0
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MI
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.
PLAN
1" = 20'
10 20'020
1"=20'-0"
C-02A
CIVIL
WATER MAIN PLAN AND PROFILE
STA 53+00 TO STA 56+42
ST
A
5
6
+
4
2
M
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.
MELANIE D. PECKHAM PE. No. 66487
FULLERS CROSS ROAD FORCE MAIN
AND WATER MAIN PROJECT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-003
JULY 2024M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
E. CARDER
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 02/24 MDP
2 60% DESIGN 04/24 MDP
3 100% DESIGN 05/24 MDP
4 100% DESIGN-REV 07/24 MDP
E FULLERS CROSS RD
REMOVE AND REPLACE
EXISTING MITERED END
SECTION AND 15" CMP
AS REQUIRED
10
.
0
0
'
MI
N
.
15
.
0
0
'
3.
0
0
'
MI
N
.
EXISTING 15 FT
UTILITY EASEMENT
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
90
100
110
90
100
110
PROFILE
1"=5'-0" VERTICAL
1"=20'-0" HORIZONTAL
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC FORCE MAIN
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
KEY PLAN
NTS
SHOWN
AREA
CONTRACTOR SHALL
PROTECT EXISTING FOC
GUN RANGE
PROPOSED ACCESS
TO GUN RANGE (BY
OTHERS) (LOCATION
APPROXIMATE)
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH
UTILITY OWNERS DURING CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AND ORANGE COUNTY AS PART OF THE RIGHT-OF WAY
PERMIT(S) FOR THIS PROJECT. THE TTC/MOT PLAN SHALL
INCLUDE ALL APPLICABLE FDOT INDICES, STATE THE DURATION
OF WORK, AND MEET ALL APPLICABLE FDOT REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE ALL PEDESTRIAN AND
VEHICULAR MOT.
6. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
7. CONTRACTOR TO COORDINATE WITH THE CITY AND ORANGE
COUNTY PUBLIC WORKS DEPARTMENT ON WORK WITHIN CITY
AND COUNTY RIGHT OF WAY.
8. CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
9. ALL NEW MAINS TO BE RESTRAINED.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE
REMOVAL/CLEARING WITHIN LIMITS OF WORK INCLUDING BUT NOT
LIMITED TO STA. 55+50 TO 56+50 AND STA 57+20 TO 58+90.
3.
0
0
'
MI
N
.
8" DI WATER MAIN
INSTALLED VIA OPEN CUT
171 LF DI OPEN CUT
12
CD-02 2
CD-01
5
CD-01
6.0'
10.0'
30.00' SHARED ACCESS
EASEMENT PER
INST#20040410467
20.00'
DRAINAGE
EASEMENT (P)30.00' SHARED ACCESS
EASEMENT PER
INST#20040410467
WET-TOB
WET-TOB
25' WETLAND BUFFER
90
100
EL
E
V
A
T
I
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N
EL
E
V
A
T
I
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N
110
90
100
110
PROFILE B-B
1"=5'-0" VERTICAL
1"=20'-0" HORIZONTAL
SEE PROFILE B-B
Exhibit B
Page 316 of 821
57+00 58+00 59+00 60+00 61+00
ARV ASSEMBLY
STA 59+42, 33.41R
12" GATE VALVE
STA 59+45, 33.44R
12" 11.25° BEND
STA 59+99, 33.94 R
14" X 12" RED
STA 60+02, 33.96 R
12" X 12" TEE
STA 59+34, 33.35 R
12" PLUG
STA 59+34, 38.13 R
12" X 8" RED
STA 59+05, 33.10 R
12" GATE VALVE
STA 59+34, 37.09R
STA. 57+31.28, 31.65'R
2.0° HORIZ. DEFLEC.
STA:59+64.00
ELEV:105.43
STA:60+68.48
ELEV:96.75
9.
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T.O.P EL.96.75
T.O.P EL.101.27
EX GRADE PIPE CL
3.
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EX ROADWAY CL
57+00 58+00 59+00 60+00 61+00
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C-03A
CIVIL
WATER MAIN PLAN AND PROFILE
STA 56+42 TO STA 61+10
ST
A
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1
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D
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH
UTILITY OWNERS DURING CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AND ORANGE COUNTY AS PART OF THE RIGHT-OF WAY
PERMIT(S) FOR THIS PROJECT. THE TTC/MOT PLAN SHALL
INCLUDE ALL APPLICABLE FDOT INDICES, STATE THE DURATION
OF WORK, AND MEET ALL APPLICABLE FDOT REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE ALL PEDESTRIAN AND
VEHICULAR MOT.
6. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
7. CONTRACTOR TO COORDINATE WITH THE CITY AND ORANGE
COUNTY PUBLIC WORKS DEPARTMENT ON WORK WITHIN CITY
AND COUNTY RIGHT OF WAY.
8. CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
9. CONTRACTOR SHALL HAND DIG UTILITIES FOR WORK IN THE
SOUTHWEST AND SOUTHEAST INTERSECTION OF FULLERS
CROSS ROAD AND OCOEE APOPKA ROAD. CITY TO BE NOTIFIED 48
HOURS IN ADVANCE OF HAND DIG WORK AND CITY TO PRESENT
DURING WORK.
10. ALL NEW MAINS TO BE RESTRAINED.
11. DEPTH OF EXISTING UTILITIES UNDER ROADWAY ARE UNKNOWN.
CONTRACTOR SHALL CONFIRM DEPTH PRIOR TO INSTALLATION
OF NEW PIPE.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE
REMOVAL/CLEARING WITHIN LIMITS OF WORK INCLUDING BUT NOT
LIMITED TO STA. 55+50 TO 56+50 AND STA 57+20 TO 58+90.
PL
O
T
D
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T
E
:
8
/
6
/
2
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4
:
5
5
p
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m
.
B
Y
:
H
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e
:
C
:
\
O
N
E
D
R
I
V
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\
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E
D
R
I
V
E
\
N
U
E
V
O
O
C
O
E
E
\
C
I
V
I
L
\
C
-
0
3
A
S
a
v
e
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b
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a
v
e
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a
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:
7
/
2
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/
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2
4
9
:
4
2
a
.
m
.
MELANIE D. PECKHAM PE. No. 66487
FULLERS CROSS ROAD FORCE MAIN
AND WATER MAIN PROJECT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-003
JULY 2024M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
E. CARDER
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 02/24 MDP
2 60% DESIGN 04/24 MDP
3 100% DESIGN 05/24 MDP
4 100% DESIGN-REV 07/24 MDP
3.
0
0
'
MI
N
.
10
.
0
0
'
MI
N
.
EXISTING 15 FT
UTILITY EASEMENT
15
.
0
0
'
PROFILE
1"=5'-0" VERTICAL
1"=20'-0" HORIZONTAL
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
90
100
110
90
100
110
APPROXIMATE HDD
ENTRY/EXIT POINT (TYP)
KEY PLAN
NTS
SHOWN
AREA
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC FORCE MAIN
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
14" HDPE TO DI
CONNECTION
10
.
0
0
'
MI
N
.
8" DI WATER MAIN
INSTALLED VIA OPEN CUT
14" DIPS DR11 HDPE WM
INSTALLED VIA HDD
363 LF DI OPEN CUT 105 LF HDPE HDD
SIGNAL MAST
ARM FOOTER13
CD-02
2
CD-01
5
CD-01
5
CD-01
CONTRACTOR SHALL
COORDINATE WITH CENTURY
LINK TO RELOCATE PULL BOX
(CTL CLOSURE 33889)
Page 317 of 821
52+00 53+00 54+00 55+00 56+00
4" PLUG VALVE
STA 54+72, 47.29R
4" PLUG
STA 54+72, 48.04 R
4" X 4" TEE
STA 55+48, 20.72 R
4" PLUG VALVE
STA 55+48, 37.38R
4" PLUG
STA 55+48, 37.93 R
4" 45° BEND
STA 54+87, 20.26 R
4" 45° BEND
STA 54+72, 34.84 R
STA. 56+19.13, 21.26'R
0.3° VERT. DEFLEC.
EX GRADE PIPE CL
T.O.P EL.99.00
5.
0
0
'
MI
N
.
12
"
MI
N
.
EX ROADWAY CL
PROPOSED 8" WM
T.O.P EL.101.41
(12"MIN SEPARATION WHERE
WM CROSSES FM)
EX
I
S
T
.
2
"
F
O
C
IN
V
E
L
.
U
N
K
.
ST
A
.
5
5
+
4
8
4"
X
4
"
T
E
E
CL
E
L
9
9
.
3
3
ST
A
.
5
4
+
8
7
4"
4
5
°
B
E
N
D
CL
E
L
9
8
.
7
9
ST
A
.
5
4
+
7
2
4"
4
5
°
B
E
N
D
CL
E
L
9
8
.
7
9
EX
I
S
T
.
1
5
"
S
D
IN
V
E
L
.
U
N
K
.
ST
A
.
5
6
+
1
9
.
1
3
0.
3
°
V
E
R
T
.
D
E
F
L
E
C
.
T.
O
.
P
.
E
L
.
1
0
0
.
1
5
55+00 56+00
ST
A
.
5
4
+
8
7
4"
4
5
°
B
E
N
D
CL
E
L
9
8
.
7
9
ST
A
.
5
4
+
7
2
4"
4
5
°
B
E
N
D
CL
E
L
9
8
.
7
9
ST
A
.
5
4
+
7
1
.
9
8
4"
P
L
U
G
V
A
L
V
E
CL
.
E
L
E
V
.
9
8
.
7
9
ST
A
.
5
4
+
7
2
4"
P
L
U
G
CL
E
L
9
8
.
7
9
5.
0
0
'
MI
N
.
PLAN
1" = 20'
10 20'020
1"=20'-0"
90
100
EL
E
V
A
T
I
O
N
KEY PLAN
NTS
SHOWN
AREA
PROFILE
1"=5'-0" VERTICAL
1"=20'-0" HORIZONTAL
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC FORCE MAIN
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN
ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH
UTILITY OWNERS DURING CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH
OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AND ORANGE COUNTY AS PART OF THE RIGHT-OF WAY
PERMIT(S) FOR THIS PROJECT. THE TTC/MOT PLAN SHALL
INCLUDE ALL APPLICABLE FDOT INDICES, STATE THE DURATION
OF WORK, AND MEET ALL APPLICABLE FDOT REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE ALL PEDESTRIAN AND
VEHICULAR MOT.
6. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
7. CONTRACTOR TO COORDINATE WITH THE CITY AND ORANGE
COUNTY PUBLIC WORKS DEPARTMENT ON WORK WITHIN CITY
AND COUNTY RIGHT OF WAY.
8. CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
9. ALL NEW MAINS TO BE RESTRAINED.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE
REMOVAL/CLEARING WITHIN LIMITS OF WORK INCLUDING BUT NOT
LIMITED TO STA. 55+50 TO 56+50 AND STA 57+20 TO 58+90.
C-02
CIVIL
FORCE MAIN PLAN AND PROFILE
STA 53+00 TO STA 56+42
ST
A
5
6
+
4
2
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
3
EL
E
V
A
T
I
O
N
PL
O
T
D
A
T
E
:
8
/
6
/
2
0
2
4
4
:
5
1
p
.
m
.
B
Y
:
H
P
Fi
l
e
:
C
:
\
O
N
E
D
R
I
V
E
\
O
N
E
D
R
I
V
E
\
N
U
E
V
O
O
C
O
E
E
\
C
I
V
I
L
\
C
-
0
2
S
a
v
e
d
b
y
H
P
S
a
v
e
d
a
t
e
:
8
/
6
/
2
0
2
4
4
:
4
4
p
.
m
.
MELANIE D. PECKHAM PE. No. 66487
FULLERS CROSS ROAD FORCE MAIN
AND WATER MAIN PROJECT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-003
JULY 2024M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
E. CARDER
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 02/24 MDP
2 60% DESIGN 04/24 MDP
3 100% DESIGN 05/24 MDP
4 100% DESIGN-REV 07/24 MDP
E FULLERS CROSS RD
GUN RANGE
REMOVE AND REPLACE
EXISTING MITERED END
SECTION AND 15" CMP
AS REQUIRED
10
.
0
0
'
MI
N
.
15
.
0
0
'
3.
0
0
'
MI
N
.
EXISTING 15 FT
UTILITY EASEMENT
110
90
100
110
PROPOSED ACCESS
TO GUN RANGE (BY
OTHERS) (LOCATION
APPROXIMATE)
3.
0
0
'
MI
N
.
4" C900 PVC FORCEMAIN
INSTALLED VIA OPEN CUT
6
.
0
0
'
M
I
N
.
187 LF PVC OPEN CUT
2
CD-01
5
CD-01
5
CD-01
6.0'
10.0'
WET-TOB25' WETLAND BUFFER
90
100
EL
E
V
A
T
I
O
N
EL
E
V
A
T
I
O
N
110
90
100
110
PROFILE A-A
1"=5'-0" VERTICAL
1"=20'-0" HORIZONTAL
SEE PROFILE A-A
Exhibit C
Page 318 of 821
57+00 58+00 59+00 60+00 61+00
4" PLUG VALVE
STA 59+43, 21.39R
ARV ASSEMBLY
STA 59+41, 21.38R
4" 11.25° BEND
STA 60+01, 21.16 R
STA. 58+62.56, 21.01'R
0.5° HORIZ. DEFLEC.
STA:60+45.00
ELEV:96.51
EX GRADE PIPE CL
T.O.P EL.100.15
R2
6
0
'
M
I
N
.
10
.
0
0
°
'
AP
R
O
X
.
STA:59+64.00
ELEV:105.43
9.
0
0
'
5.
0
0
'
MI
N
.
12
"
MI
N
.
EX ROADWAY CL
ST
A
.
6
0
+
0
1
4"
1
1
.
2
5
°
B
E
N
D
CL
E
L
9
9
.
9
5
ST
A
.
5
9
+
4
1
.
2
6
AR
V
A
S
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E
M
B
L
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CL
.
E
L
E
V
.
9
9
.
9
5
ST
A
.
5
9
+
4
2
.
8
1
4"
P
L
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A
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V
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CL
.
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V
.
9
9
.
9
5
EX
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T
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(
3
)
1
.
7
5
"
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T
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L
.
1
0
1
.
8
2
EX
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S
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2
"
F
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C
IN
V
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L
.
U
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.
EX
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2
"
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IN
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L
.
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.
EX
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.
2
"
U
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E
IN
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.
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.
EX
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.
2
"
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.
EX
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2
"
F
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.
EX
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2
"
F
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0
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.
5
0
EX
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F
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.
(
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E
D
)
ST
A
.
5
8
+
6
6
.
6
9
0.
5
°
H
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.
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E
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L
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T.
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.
P
.
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L
.
1
0
0
.
1
5
57+00 58+00 59+00 60+00 61+00
PLAN
1" = 20'
10 20'020
1"=20'-0"
C-03
CIVIL
FORCE MAIN PLAN AND PROFILE
STA 56+42 TO STA 61+10
ST
A
6
1
+
1
0
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
C
-
0
4
E FULLERS CROSS RD
ST
A
5
6
+
4
2
M
A
T
C
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L
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E
S
E
E
D
W
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0
2
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A
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A
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:
8
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/
2
0
2
4
4
:
5
4
p
.
m
.
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Y
:
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P
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l
e
:
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:
\
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E
D
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I
V
E
\
O
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E
D
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I
V
E
\
N
U
E
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O
O
C
O
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E
\
C
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V
I
L
\
C
-
0
3
S
a
v
e
d
b
y
H
P
S
a
v
e
d
a
t
e
:
7
/
2
4
/
2
0
2
4
9
:
3
6
a
.
m
.
MELANIE D. PECKHAM PE. No. 66487
FULLERS CROSS ROAD FORCE MAIN
AND WATER MAIN PROJECT
CITY OF OCOEE
UTILITIES DEPARTMENT 41154-003
JULY 2024M. PECKHAM
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:HAZEN AND SAWYER
2420 S. LAKEMONT AVENUE, SUITE 325,
ORLANDO, FLORIDA 32814
C. LOMBANA
E. CARDER
T. BOMARITO
1 CONCEPTUAL ALIGNMENT 02/24 MDP
2 60% DESIGN 04/24 MDP
3 100% DESIGN 05/24 MDP
4 100% DESIGN-REV 07/24 MDP
APPROXIMATE
HDD ENTRY/EXIT
POINT (TYP)
3.
0
0
'
MI
N
.
10
.
0
0
'
MI
N
.
4" C900 PVC HDPE
CONNECTION
EXISTING 15 FT
UTILITY EASEMENT
15
.
0
0
'
EL
E
V
A
T
I
O
N
PROFILE
1"=5'-0" VERTICAL
1"=20'-0" HORIZONTAL
90
100
110
90
100
110
LEGEND
CL
UGE
UGT
GAS
FOC
CONCRETE
ELEVATION
OVERHEAD ELECTRIC
EXISTING STORM SEWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED PVC FORCE MAIN
EXISTING WATER LINE
PROPOSED WATER MAIN
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING GAS LINE
EXISTING FIBER OPTIC CABLE
PROPERTY LINE
EASEMENT LINE
R/W RIGHT OF WAY
CENTERLINE
PALM TREE
OAK TREE
HOLLY TREE
PINE TREE
UNIDENTIFIED TREE
TO BE REMOVED
CONCRETE SIDEWALK/ASPHALT
TO BE REMOVED
KEY PLAN
NTS
SHOWN
AREA
REMOVE AND REPLACE
FOC BOX (CONTRACTOR
TO COORDINATE WITH
AT&T FOR RELOCATION)
4" C900 PVC FORCEMAIN
INSTALLED VIA OPEN CUT
4" DIPS DR11 HDPE FM
INSTALLED VIA HDD
356 LF PVC OPEN CUT 112 LF HDPE HDD
NOTES:
1. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE CONSIDERED APPROXIMATE AND
SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING EXISTING UTILITIES AND COORDINATING WITH
UTILITY OWNERS DURING CONSTRUCTION.
2. STATIONING IS ALONG CENTERLINE OF PAVEMENT WITH OFFSETS.
3. ALL ASPHALT / CONCRETE SHALL BE SAW CUT WITH STRAIGHT
LINES PRIOR TO EXCAVATION.
4. DIMENSIONS AND ELEVATIONS MAY VARY. DIMENSIONS AND
ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND
TOPOGRAPHIC SURVEY.
5. CONTRACTOR SHALL SUBMIT A TTC/MOT PLAN TO THE CITY OF
OCOEE AND ORANGE COUNTY AS PART OF THE RIGHT-OF WAY
PERMIT(S) FOR THIS PROJECT. THE TTC/MOT PLAN SHALL
INCLUDE ALL APPLICABLE FDOT INDICES, STATE THE DURATION
OF WORK, AND MEET ALL APPLICABLE FDOT REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE ALL PEDESTRIAN AND
VEHICULAR MOT.
6. REPLACE ALL SOD AND LANDSCAPING THAT IS DAMAGED
DURING CONSTRUCTION AND REPAIR ALL EXISTING
IRRIGATION.
7. CONTRACTOR TO COORDINATE WITH THE CITY AND ORANGE
COUNTY PUBLIC WORKS DEPARTMENT ON WORK WITHIN CITY
AND COUNTY RIGHT OF WAY.
8. CONTRACTOR SHALL ASSUME THE EXISTING MAINS ARE NOT
RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS,
FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH CITY
OF OCOEE ENGINEERING STANDARDS AND DETAILS.
9. CONTRACTOR SHALL HAND DIG UTILITIES FOR WORK IN THE
SOUTHWEST AND SOUTHEAST INTERSECTION OF FULLERS
CROSS ROAD AND OCOEE APOPKA ROAD. CITY TO BE NOTIFIED 48
HOURS IN ADVANCE OF HAND DIG WORK AND CITY TO PRESENT
DURING WORK.
10. ALL NEW MAINS TO BE RESTRAINED.
11. DEPTH OF EXISTING UTILITIES UNDER ROADWAY ARE
UNKNOWN. CONTRACTOR SHALL CONFIRM DEPTH PRIOR TO
INSTALLATION OF NEW PIPE.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE
REMOVAL/CLEARING WITHIN LIMITS OF WORK INCLUDING BUT NOT
LIMITED TO STA. 55+50 TO 56+50 AND STA 57+20 TO 58+90.
11
CD-02
2
CD-01
5
CD-01
3.
0
0
'
MI
N
.
3.
0
0
'
MI
N
.
FITTING DETAILS FOR
HDPE/PVC TRANSITION
PROVIDED ON DRAWING D-01
Page 319 of 821