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HomeMy WebLinkAboutCA Subordination of Utility Interests. CR 220 EXECUTIVE SUMMARY AGENDA ITEM: Request for consideration and approval of Subordination of Utility Interests to accommodate the Florida Department of Transportation's (FDOT) right-of-way acquisition for road widening, and improvements to CR 220 in Middleburg. Date: March 1, 2023 BACKGROUND: In conjunction with FDOT's right-of-way acquisition for road widening and improvements to CR 220 in Middleburg, FDOT requested that CCUA subordinate portions of its utility rights over two (2) parcels, as shown on FDOT's plan sheets attached hereto. We have included the proposed Subordination of Utility Interests (SUI),prepared by FDOT, for your review and information. As shown on the attached CCUA GIS Maps and FDOT plan sheets, FDOT's proposed improvements will not impact CCUA's existing facilities with this project. CCUA negotiated ca inclusion of clauses to also address future potential FDOT transportation impacts. FDOT agreed a in this Subordination Agreement to pay costs for alterations, adjustments or relocation including acquiring appropriate easements in this project area if the project directly impacts the Utility. 0 E This Subordination of Utility Interests is consistent with other Subordinations between FDOT and CCUA. II RECOMMENDATION: Staff recommends the Board of Supervisors approve the Subordination of Utility Interests. ATTACHMENTS: FDOT Subordination of Utility Interests FDOT Plan Sheets CCUA GIS Maps //MB (Author) //PS (Final) 03/07/23 MB 23-UTL.03-Date: July 27, 2022 This instrument prepared by or under the direction of: Angela Hensel Interim Chief Counsel District Two Florida Department of Transportation PARCEL NO. 803.3/805.2 1109 South Marion Avenue SECTION NO. 71580 Lake City, Florida 32025-5874 F.P. NO. 4307192 COUNTY ROAD NO. 220 COUNTY OF Clay SUBORDINATION OF UTILITY INTERESTS THIS AGREEMENT, entered into this day of , 20 by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, 1109 South Marion Avenue, Lake City, Florida 32025-5874, hereinafter called the FLORIDA DEPARTMENT OF TRANSPORTATION, and CLAY COUNTY UTILITY AUTHORITY, ("Utility"), an independent special district and political subdivision of the State of Florida, existing and created under Chapter 94-491, Laws of Florida, Special Acts of 1994, 3176 Old Jennings Road, Middleburg, Florida 32068-3907. to WHEREAS, the Utility presently has an interest in certain lands that have been determined necessary for highway purposes; and WHEREAS, the proposed use of these lands for highway purposes will require subordination of the interest claimed in such lands by Utility to the FDOT; and WHEREAS, the FDOT is willing to pay to have the Utility's facilities relocated if necessary to prevent conflict between the facilities so that the benefits of each may be retained. NOW, THEREFORE, in consideration of the mutual covenants and promises of the parties hereto, Utility and FDOT agree as follows: I. RECITALS The recitals set forth above are specifically incorporated herein by reference and made part of this Agreement. II. SUBORDINATION Utility, its successors and assigns, hereby SUBORDINATES any and all of the Utility's interest in the real property, described in attached Exhibit A, (hereinafter "Property"), to the interest of FDOT and its successors and assigns. Utility's interest in the Property is provided in Page 1 of 8 the following recorded documents: RECORDED: AS TO INSTRUMENT DATE FROM TO PARCEL ORB/PAGE NO. Clay County Church of Grant of 06/08/2017 the Brethren, Inc., a Clay County 803 Easement 3981/1566 Florida not for profit Utility Authority corporation Clay County Church of Developer 06/08/2017 the Brethren, Inc., a Clay County 803 Agreement 3981/1602 Florida not for profit Utility Authority corporation Janet T. Hill, a married Grant of 12/23/2002 woman and Jean M. Clay County 805 Easement 2135/1805 Scheetz, a married Utility Authority woman to III. OTHER PROVISIONS A. Notwithstanding any provisions set forth herein, the terms of the utility permits shall supersede any contrary provisions, with the exception of the provision herein with reimbursement rights. B. The Utility shall have the right to construct, operate, maintain, improve, add to, upgrade, remove, and relocate facilities on, within, and upon the lands described herein in accordance with the FDOT's current minimum standards for such facilities as required by the FDOT, Utility Accommodation Manual in effect at the time the agreement is executed. Any new construction or relocation of facilities within the lands will be subject to prior approval by the FDOT. In the event an FDOT transportation project directly impacts the Utility and necessitates new construction or relocation of facilities, as agreed to by the parties, the FDOT hereby agrees to pay the cost of such alteration, adjustment, or relocation, including, but not limited to, the cost of acquiring appropriate easements ("Utility Rights"). Additionally, should a request for new construction or relocation of facilities within the lands not be approved by the FDOT or the FDOT requires the Utility to alter, adjust, or relocate its facilities located within said lands, the Utility Rights, as stated above, shall apply. Furthermore, should a future FDOT transportation project require that the Utility lands being subordinated pursuant to this Agreement be paved over in order to facilitate the FDOT project, the Utility shall also be allowed to avail itself of the same Utility Rights. Page 2 of 8 C. The Utility shall have a reasonable right to enter upon the lands described herein for the purposes outlined in Paragraph B above, including the right to trim such trees, brush, and growth which might endanger or interfere with such facilities, provided that such rights do not interfere with the operation and safety of the FDOT's facilities. D. The Utility agrees to repair any damage to FDOT facilities and to indemnify the FDOT against any loss or damage resulting from the Utility exercising its rights outlined in Paragraphs B and C above; provided, however, that the Utility's liability hereunder, when based on claims of negligence or other third party claims, shall be limited as provided for under §768.28, Florida Statutes, as the same may be amended from time to time. E. The FDOT agrees to repair any damage to the Utility's facilities and improvements located upon, under, within, across or over the lands described herein and to indemnify the Utility against any loss or damage resulting from the Florida Department of Transportation's use of any such lands as a public road and right-of- way, provided, however, that the FDOT's liability hereunder, when based on claims of negligence or other third party claims, shall be limited as provided for under §768.28, Florida Statutes, as the same may be amended from time to time. to IV. EXECUTION OF DOCUMENTS The parties agree that they shall promptly execute and deliver to the other all documents necessary to accomplish the intent and purpose of this Agreement and shall do all other acts to effectuate this Agreement, time being of the essence. V. ENTIRE AGREEMENT This instrument contains the entire agreement of the parties. No representations or promises have been made except those that are set out in this Agreement. All prior and contemporaneous conversations, negotiations, possible and alleged agreements and representations, covenants, and warranties with respect to the subject matter hereof are waived, merged herein and superseded hereby. VI. WAIVER The failure of either party to insist on one or more occasions the strict performance or compliance with a term, provision or otherwise of this Agreement shall not be deemed a waiver or relinquished in the future of the enforcement thereof, and it shall continue in full force and effect unless waived or relinquished in writing by the party to be charged. VII. INTERPRETATION No provision in this Agreement shall be interpreted for or against any party because that Page 3 of 8 party or that party's legal representative drafted the provision. VIII. CAPTIONS Paragraph title or captions contained herein are inserted as a matter of convenience and reference and in no way define, limit, extend, or describe the scope of this Agreement or any provision. VIIII. SEVERANCE If any section, paragraph, clause or provision of this Agreement is adjudged by a court of competent jurisdiction to be invalid and unenforceable, all remaining parts of this Agreement shall remain in full force and effect and the parties shall be bound thereby so long as the principle purposes of this Agreement remain enforceable. X. MODIFICATION OF AGREEMENT A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. to Page 4 of 8 IN WITNESS WHEREOF, the Florida Department of Transportation hereto has executed this agreement on the day and year first above written. Signed, sealed and delivered STATE OF FLORIDA in the presence of witnesses: DEPARTMENT OF TRANSPORTATION BY: Witness: Robert L. Parks Print Name: District Director for Transportation Development District Two Witness: Print Name: Legal Review By: Print Name: District Counsel to Date: STATE OF FLORIDA COUNTY OF COLUMBIA The foregoing instrument was acknowledged before me, by means of 0 physical presence or 0 online notarization, this day of , 20 , by Robert L. Parks, District Director for Transportation Development, District Two, who is personally known to me to be the person who executed the foregoing instrument and who did not take an oath. Print Name: Notary Public (Notary Seal) My Commission Expires: Page 5 of 8 IN WITNESS WHEREOF, the County has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. ATTEST: Clay County Utility Authority Janice Loudermilk, Secretary Signed, sealed and delivered in the presence of: Witness: By: Print Name: Jeremy Johnston, Executive Director Witness: Print Name: to (Corporate Seal) STATE OF FLORIDA COUNTY OF CLAY The foregoing instrument was acknowledged before me, by means of physical presence or online notarization, this day of , 20 , by Jeremy Johnston, as Executive Director of the CLAY COUNTY UTILITY AUTHORITY, on behalf of the Utility, ❑ who is personally known to me or ❑ who has produced as identification. Print Name: Notary Public (Notary Seal) My Commission Expires: Page 6 of 8 Exhibit "A" Section No. 71580 County Road No. 220 Clay County F.P. No. 4307192 Parcel No. 803 Perpetual Easement A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The North 1/4 Corner Of Section 4, Township 5 South, Range 25 East, Clay County, Florida; Thence South 89°22'59" West, Along The North Line Of Said Section 4, A Distance Of 434.80 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence Along Said Baseline Of Survey Of County Road No. 220, The Following 2 Courses: 1) South 34°46'39" West, 1,016.45 Feet To A Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,145.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 03°17'40", An Arc Distance Of 65.89 Feet And A Chord Bearing And Distance Of South 36°25'29" West, 65.88 Feet; Thence South 51°55'41" East, A Distance Of 50.00 Feet To The Southeasterly Existing Right Of Way Line Of Said County Road No. 220, And To The Point Of Beginning; Thence South 89°53'55" East, A Distance Of 6.33 Feet To A Curve To The Right, Having A Radius Of 1,200.92 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 05°46'42", An Arc Distance Of 121.12 Feet And A Chord Bearing And Distance Of South 40°46'31" West, 121.07 Feet; Thence South 46°20'08" East, A Distance Of 5.00 Feet To A Curve To The Right, Having A Radius Of 1,205.92 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of to 05°47'14", An Arc Distance Of 121.80 Feet And A Chord Bearing And Distance Of South 46°33'29" West, 121.75 Feet To A Curve To The Left, Having A Radius Of 458.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 12°03'52", An Arc Distance Of 96.44 Feet And A Chord Bearing And Distance Of South 30°38'04" West, 96.26 Feet; Thence North 65°23'52" West, A Distance Of 5.00 Feet To A Curve To The Right, Having A Radius Of 463.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 15°34'18", An Arc Distance Of 125.83 Feet And A Chord Bearing And Distance Of North 32°23'17" East, 125.45 Feet To Said Southeasterly Existing Right Of Way Line Of County Road No. 220, And A Curve To The Left, Having A Radius Of 1,195.92 Feet; Thence Along Said Southeasterly Existing Right Of Way Line, And The Arc Of Said Curve, Through An Angle Of 10°06'00", An Arc Distance Of 210.82 Feet And A Chord Bearing And Distance Of North 43°07'19" East, 210.54 Feet To The Point Of Beginning. Containing: 2,235 Square Feet, More Or Less. ALSO: Parcel No. 805 Perpetual Easement A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence North 34°46'39" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 1,232.37 Feet; Thence North 55°13'21" West, A Distance Of 50.00 Feet To The Northwesterly Existing Right Of Way Line Of Said County Road No. 220, And To The Point Of Beginning; Thence South 34°46'39" West, Along Said Northwesterly Existing Right Of Way Line Of County Road No. 220 , A Distance Of 71.86 Feet; Thence North 55°13'21" West, A Distance Of 5.00 Feet; Thence North 34°46'39" Page 7 of 8 East, A Distance Of 50.00 Feet; Thence North 27°43'01" West, A Distance Of 34.42 Feet; Thence South 89°47'18" West, A Distance Of 130.19 Feet; Thence North 00°12'42" West, A Distance Of 5.00 Feet To The Southerly Existing Right Of Way Line Of Joe Johns Road (A 40.00 Foot Right Of Way As Recorded In Official Records Book 2013, Page 1704 Of The Public Records Of Clay County, Florida); Thence North 89°47'18" East, Along Said Southerly Existing Right Of Way Line, A Distance Of 152.06 Feet; Thence South 27°43'01" East, A Distance Of 23.09 Feet To The Point Of Beginning. Containing: 1,634 Square Feet, More Or Less. to Page 8 of 8 \ ��� TOWNSHIP 5 SOUTH, RANGE 25 EAST 32 TOWNSHIP 4 SOUTH, RANGE 25 EAST o°' ex' 5 4 33 CALCULATED CORNER D y N34°46'39"E ,,11,, N34°46'39"E ,I, N34°46'39"E CORNER IN PLAT OF FL IL SHAMROCK LAKES" 43 Oo 7 - 'r✓s, 0.52yC) E� 44.08'(C) 176.00'(D) 205.6T(C)200.95'(D) P.B. 19,PG.61-63 SHANNON LAKE o. / N89°22'S9"E-A P.B. 19, PG. 15 �'� / 24.52'(C a > 10'CCUA UTILITY /, / R�7S° /hf 41 = a� �\ gqs q3l ' F. 40 .5_ .Y�'2 G\ EASEMENT / 2 C N�S6,3I�/�/ 3,+.0. ~ .. 6\ o 00/'1.30gP O.R.3655.PG 498 y\Z3I38 C3 1V d/AJ -_ 7.5'DRAINAGE& -a 4a/ `'S" _ /'' '�/oJ `7 UTILITY ' - / 0 25 50 300 150 /',/ 20'CEC UTILITY 3,(j-0(aJ'--- EASEMENTIP) >T BLANKET CCUA UTILITY O.R.EASEMENT, G.686 26\O�E O C C37 r 'Q ,',A �s. / 68 EASEMENT (NOT PLOTTABLE)` NO6 AO°T`` C'sy�,,,,d,, `R,,-. �7.O067p)-- -,91�Oe. / �z1c7 O.R.3641,PG. 1282 Scale: 1'=50' ";% 'Y �� �74'/c1s ', y8 xs j \ N60° 2FL iC)X�,' !.� oo Quo s,,p a uwm _ _ Ea' 0 o�iZ-p FCG 7600 03„ - ')' r� y Gi F \'O. o w o o Lu- O✓vl'V'V O.Op%C7 F 3Gb �.\\ \,\A \O\ 6006 Q o r, O 68 v ss co m�+ °ls9FLiG✓✓ of N0 9 • 69y b j�5ctio�,-5. 3u, �\ a = SECTION 4 °;w M - 9 � ` SECTION 33 yp O gl76' x, 6 11, <IS 6�. EI P. �1,•' �P "le),-', �M ,n 2�-✓6• BTo`4c tm' '�,C,✓''<S s S O 3 O O: Q 0 'u V 7.- NORTHWEST 1/4 Lj., Ij 8yo�,G SOUTHWEST 1/4 IL, !✓ `r n s• cp !� 1F' J'C\•( G:•'" O ° °?68 ?f.y� aw / y''�'9o�c8'is i A3G ccfe� "5•c'-ei-v , INGRESS AND EGRESS o BLANKET CCUA EASEMENT UTILITY m In^ m" 1 sc1SY P,N 0 s,pi \d v x'.- }\ 'L: EASEMENT - O.R.3641,PG. 1282 a ,,, p°>✓ /� e ., 20'CCUA UTILITY i�w <Op✓✓i�C /.,2A ',!> , Q> O.R.4054,PG.465 II,ui /) m Ul 4 /�\ EASEMENT -'C Z '9 fl/ o' \I1 11,c)i, e .- '•'' M ( ZA O.R.3720,PG. 1380 y O V Ill "n 15'X15'CEC UTILITY / ' -,4 ;-lF*,• k-, 1009,E `R/W a cRuncR ° N O.R.3655, PG.498 L0 �fA '•. �� V1`0 p?�° NO LINE a O 25'WATER UTILITY sh '%2 15'X15'CEC UTILITY Q �dy 9 sp.�>EN i 03.50'LT C) 3659, PG.898 ^v v EASEMENT s �$` 30'DRAINAGE m ., oxs O.R.�`�'9 14Bs�T" EASEMENT i O.R.2163,PG.261 s O DITCH PER F.D.O.T. s 6 Q,4° • �� +07.12 m� m- �G /! ION MAP ww '" / tll 66 57.64'LT C 1 SO.00yq/ rv- "` +5856 0 SECTION 7158-250 �w i ._ �167. L C) 36.13 CCUA 56.00'LT(C o o N 62.00'LT(C +,, R ,o,\rS" C UTILITY EASEMENT 62.00'LT(C 19^ +� 'can°c _ C, + R. +38.81 25'CCUA UTILITY ° to ✓ - 55.64'LT(C) +09.93 6"X6"CMON SRD" 25'WATER UTILITY 8 50 LT(C 2 L31 50 06�T 67/ OR 21 63,PG. 62 00 LT(C 76.02'(CEID BUILDING _ 6 _ _ 10 g� S6.00'LT(C) O.R.22 G. 1769O.R.2172,PG. 151 gY•'o�`;� C62 C42 +,3.75-_______________ 12 ° ;•wo°o EASEMENT O5 TY3 62y000oL(C) ',,'Is ,, _________ _ 'CCUA UTILI � / ' SEMENT 5/8"REB. 00;:11\ A +88.28 _ - L32 L33 o N55°13'21"W '� m' N34 4639'E 99-98'(C)-__J 1/2"I.P.NO ID. EAN55°13'21"W �> _ _Inc s A1GN `, 0'' �iAIG®.,/56.00'LT(C - - 53.25'LT C L34' M1- T_�,I N L41 GRAVE:DRIVE I ea i= ,,,e �/ vsR "PSM 6391" o C39 L73 44 _7, °S - '(C I L39 34 46 39"E L40../a STA.+38.80/ 12.00'(C) CS Evr IG" s - _ .,E I vnalcnL� STA.+45.401/A3„yd, - 215.95'(C) 259.75'(D) L36 °43.95'IC) -2 ' " ,Ty 176.00'(D) 49.91'LT N34°46'39"E 220.00'(D) 99.76'(C) �� L43 • v000-138.10'16 26,7.88'1% tI4,572.96'(C) r 12.00'IC / ; $�`"A pi°" Za ; 49.96'RT \•, U .. I-- �- 3v 3 ___ -� -- sCr 'E,C -- - -- - -. x 6: ""�-� +47.74 EXIST.R/W LINE N34°46'39"E -°1/2"1.�.NO��°. �- •slCOwniid`134°46'39"E +38.80 sGa,C 3 i N34°46'39"E 1,o +66.57 �' O7.-V0 -''\, C 50 8E(C , 30 +' S0.00'LT(C _ - - 5/ - ® 50. EXIST.R/W LINE - - - 5 - C64 C45 s'E; 0 \,\ CURIA, =-_°Idea_________ 09.93 I ' - l 0 LT _ ______ __ - (VARIABLER/W) - \ 50.20 LT ___ -_--___ u ry ^u i 50 0+ 8.8 u-J oe 00'LT(C' l C.R. N WIDTH u ,o L+u 1 N D scary 4. si ksieN u ECl CP _----N53°19'55"W I I1-6 I\I- o ui�0 1 do \-,- I __,Ll LiA ,IG" o N m i9.- '- C o ® 5B.B0'(C o 305 °RI _ 310 r �% ,G mm ---i ,-- - - - - ___- - - w N,n N __ -s vE L `' ___ _ - +N s9,• STA.310+64.19 STA.+99.9/�. ��� I ' ®1 +67 7s G4T c o I I 1z I Iz�, I I �, I I w ,z� I '� PAVEMENT F� ) gp,03 RT CY':' _ d -„ G A\ ASPHALT PAVEMENT N34 46 39 E SURVEY N34 46 39 E - v C36'__ m,sFR-_, +81.85 1 - PT STA.E300+47.74 "y_-_ �T° 6 G� Vi z _ --_ S55 i 3 21 E �N� u" _ -S51°55'41"E'•,--- 300-----------N&D"CLARY ASSOC �w i "' E 6r �cPs✓ C48 s,6•;\ caI FCTis��� T_NL ___ ,,SIGN L77 uL--- e G 44 w i - 4a. S0.07RT(C) woo __„'v t Y 4 a�i WOOD oRu __ T_ - ____ oR] I 1 '•�:'S9'Fw 1T STA 3 LINE \L\ ®x�P,�\G\ `; - -- oRu -XIST. I -- - N34 46 39 E 978.3 ( ) -- -- oRu -- EXIST.R/W LINE - veo° - - p. 6"X6"CMON SRD" E R/W L NE'� ao� ��2 i N34°46'39"E L-:-, �o o WOOD 1 74 I„ol onu ____ ________________ lam" <; 02"I.P.NO ID. Q4 VOID O ., _ ______________ SRD N i 1 ° 7 C r 6"X6"CMON" Ao _ ti,,..- ,� \O\---___-_-________ -___ \ STA.+46.99/ / / � � i I STA.+42.31 STA.+99.77 1-, � L)L46 �� fl y a,S N I 9 �Ay?io\,�`1,0 y ��/o `oo R-1200.92'(C)) ___+8 .57-- , `'.,49.80'RQ_03°1T40"IC / / SECTION 4 1 2RT II Il 'A 99L__� L./ f 1� A• � 'L G1 0 O.� A-05°46'42" 1 49.85'RT 49.99' 'CT ; a ♦ ® �r °O 0,'D A L=] 55.00'RT(C _ " / 'LP. LB1381" F p0~�r/. ``���Q� 00p CH 540Z(C) 15 EASEMENT ` CB6 N36'(2529"E NORTHWEST 1/4 STA.+25.94/ \��r, ,6000\ �` ,739 +o 50.03'RT 3/8" REB. \ 1.yyp,\. P O. O CB- 46'31"W MATHEW GRIFFIS" m� I- Pyr r -121.0T(C) STA.+99.58/ � � `� 9'-FT VOID („Z, p0 (UNRECORDED \ CH=66.75'(C) L. 1, �-', 11-11-1964) CURVE CLl 49.93'RT �ti v SECTION 33 I]' e- , PI STA. 295+46.04 9FT ! SOUTHWEST 1/4 I^ O• A = 54°45'24" (LT) �, y,F,, „>>°'sr, w SEE KEY SHEET 2 FOR CCUA UTILITY \ REFERENCES DETAIL"A" �lF9 �s,8s I^ PARENT TRACT T = 593.44' NOT TO SCALES G 6• EASEMENT AGREEMENT C.R. No.220 li_w \ i C� Lu ✓O O.R.3981,PG. 1602 s>' s\ L = 1,095.14' P.O.T.STA.310+00.00 C.R. No. 220 \ �jSJ, ���s W 01��\ , ' R = 1,145.92' N.T.S. LINE DATA LINE DATA VARIABLE WIDTH R/W) �,, '�9' _ Op3'00\ F9fG2q✓ sd'yo�•, G PC STA. 289+52.60 N34°46'39"E F'rsF-l✓ ' �09�9�'oo F o i s', • \o PT STA. 300+47.74 1/2"LP. LINE BEARING DISTANCE LINE BEARING DISTANCE + .72 630.54'(C -ps: �9� ' O� I„q0. ,;9,r '7iF�P�✓FP J•8 p sF ✓✓�O, "GLARY REF„ S0.00'RT(C 649.75'(D) 69:e;-2 /.O/ ut ,,pC,, q0q L14 N89°48'26"E 10.00'IC L40 S55°12'15"E 18.50'(C) EXIST.R/W LINE ?�,9 9�i �0�, ✓O F,p`9✓', o o L15 SOO°11'34"E 1.97'(C) L41 N34°46'39"E 32.00'(C) N34'46'39"E L48 "l s9,!✓y F 2 O 20.00'(C) ' f4 J\6*7 F• O L27 540°O1'13"E 24.60'(C 24.36'(D) L42 555°13'21"E 12.00'(C) Cs \ v Fs- SJ, C oL30 553°19'55"E 3.25'(C) L43 534°46'39"W 32.00'(C) ,S, y O�, '8 REFERENCES oo k SURVEY N O C.R.220 L31 N53°19'55"W 6.00'(C) L44 589°53'55"E 6.33'(C) gyp$(' F4-,<30 4h y/ L46 \ 97y� 9° C.R.No.220 N&D N34°46'39"E L32 555°13'21"E 6.00'(C) L45 S55°13'21"E 5.00'(C) �I'f'j �' -� 0h/ ✓y\ 9 0 9 VC) '''` 55.00'RT(C) F O P.T.STA.300+47.74 "CLARY ASSOC 9o, L33 N34°46'39"E 11.44'(C) 11.50'(D) L46 S34°46'39"W 70.00'(C) 6'!9 ?y !, CTV N.T.S. POT STA 310+00.00" O FG Q\ A\ '�o F o Op L34 N34°46'39"E 32.00'(C) L47 N27°55'11"W 5.63'(C) Gas Gy R/W LINE p\ 6 ',,o, 'IT 1 \ O L35 555°13'21"E 12.00'(C) L48 N34°46'39"E 67.42'(C �y� F +11.30 60� 1\�' ,S /2 I.P. L36 534°46'39"W 32.00'(C L71 N00°11'34"W 50.97'(C) �.y�,P 66.30'RT(C) "CLARY REF" Q• \ N 1/2"I P L37 N34°46'39"E 11.73'(C) L72 N89°48'26"E 40.25'(C) 99� SECTION 33 5 i o o "CLARY REF" L38 N55°12'15"W 25.00'(C) L73 N50°34'48"E 29.58'(C) •��A/ \ SOUTHWEST 1/4 \ ui 00'O \ L39 S55°13'21"E 6.50'(C) L76 546°20'08"E 5.00'(C L S. \ `cps OLn o L77 N65°23'S2"W 5.00'(C) • \ Q\ oo SURVEY C.R.220 \ 9A • ry09 `/� GLARY ASSOC 9 N&D N34°46'39"E �oFy PT STA 300+47.74" Op0 \ CURVE DATA CURVE DATA spp✓LF°p �, 6 -'' 0 00" CHORD CHORD CHORD CHORD q�AqF 9 o ,`,,\ \ CURVE A RADIUS LENGTH DISTANCE BEARING CURVE A RADIUS LENGTH DISTANCE BEARING s'A \ �'q<6` •'00 4, 1/2"m 1/2"I.P. C37 05°18'35"(C) 845.92yC 78.39'(C) 78.36'(C) N52°36'38"E C47 12°03'52"(C) 458.00'(C) 96.44'(C) 96.26'(C) 530°38'04"W C C 90 1Ap \ "GLARY REF" \ C38 36°04'29"(C) 463.00'(C) 291.52'(C) 286.F2'(C) 522°08'11"W C48 15°34'18"(C) 463.00'(C 125.83'(C 125.45'(C N32°23'17"E <Y' "` A090� C39 12°15'28"(q 1095.92'(C 234.46'(C 234.01'(C) 544°57'S4"W C49 10°06'00"(C 1195.92'(C 210.82'(C 210.54'(C) N43°07'19"E 7.5'DRAINAGE >7-' &UTILITY /II 6<, \ C40 22°43'15"(C 183.75TC) 72.87'(C 72.39'(C) 513°19'08"E C61 97°06'33"(C 30.00'(C 50.85'(C 44.98'(C 583°41'42"E EASEMENT(P) 77 y' C41 86°42'S5"(C 28.75'(C 43.51'(C 39.48'(C S68°02'13"E C62 06°46'25"1C 1089.92'(C) 128.85'(C 128.78'(C) N44°21'49"E C42 23°04'S0"(C 123.75'(C) 49.85'(C 49.51'(C) N57°03'S4"E C63 00°34'13"(C 1183.75'(C 11.78'(C 11.78'IC N42°26'29"E <E,. y C43 02°47'55"(C 1183.75'(C) 57.82'(C) 57.81'(C N44°07'32"E C64 02°10'05"IC 1095.92'(C) 41.47'(C) 41.47'(C) 537°45'07"W 1� 8E, C44 01°53'25"(C) 1089.92'(C) 35.96'(C) 35.96'(C) N35°43'22"E C65 03°24'15"IC 1183.75'(C) 70.33'(C) 70.32'(C) N40°27'15"E so AO\,� \ C45 01°53'25"(C) 1095.92'(C) 36.16'(C) 36.16'(C) N35°43'22"E 1 I(/ s' A O'' C46 06°44'18"(C 1195.92'(C) 140.65'(C 140.57'(C) N51°32'28"E - ' F I,' ti° \ RIDAUGHT LANDING • 9 O o,/ �O \ 1�\Lq�;,- - P.B. 16 PGS. 61-62 b. \ \ PRELIMINARY O L0"- m 0 joIP g: o Subject To Change ��� �A \ \ ��c C.R. 220DF FROM DETAIL 209 (EETY ROAD) THIS MAP IS NOT A SURVEY SEE SHEET 1 FOR LEGEND AND GENERAL NOTES / TO C.R. 22013 (KNIGHT BOXX ROAD) APPROVED BY DATE VOID 703,704,ADD 803,804 RLM 04-21-22 BY DATE MAPS PREPARED BY: DATA SOURCE: REV.PAR]O1&]03 RLM 06-01-21 CLARY&ASSOCIATES,INC. FLORIDA DEPARTMENT OF TRANSPORTATION F.A.P. No. D217-167-B SECTION 71580 L.B.N°373I CAKE DATABASE No.7158001 RIGHT OF WAY MAP CHANGE SHEET NU MBER RLM 06-01-21 PRELIM 1.5HEPARD 01-16-19 3830 CROWN POINT ROAD 12/04/2019 JACKSONVILLE.FL 32257 REV.ESMT O.R.]94 PG 686 1L5 01-16-20 SCALE 1"=50' SURVEYING AND MAPPING FOR DISTRICT SECRETARY FOOT 100%REVIEW BQN 12/03/19 ADD CCUA ESMT'S RLM 04-21-22 FINAL M.COLLIGAN 11-26-19 9a4-26°-27a3 REVISION BY DATE REVISION BY DATE CHECKED M.COLLIGAN 11-26-19 COUNTY ROAD NO. 220 CLAY COUNTY F.P. No. 4307192 SHEET 4 OF 12 A✓a� \ TOWNSHIP 4 SOUTH, RANGE 25 EAST 0 2550 100 n4,0 '`". I Scale: 0' it-''' rr 2 us\i \ NOTE:800 PARCEL ONLY p ��2o C 1O n� SAFE UPLAND LINE �,y ��F�N F a t,N°° SEE KEY SHEET 2 b. hJ�� APPROXIMATE TOP OF • s o ELEVATION OF+0.95 FT. FOR PARENT TRACT BANK SCALED FROM 2014 \ n�' (NAND 88),AS DETERMINED +09.94 25'CCUA 1;031LITY o'� 4, •QQ ¢z"' AERIAL PHOTOGRAPHY 120' DRAINAGE EASEMENT O. BY F.D.E.P. LETTER DATED 77.40'LT(C EASEMT v �G�W"�. �6Ja SOURCE: LABINS PER F.D.O.T.R/W MAP '•°- 05/31/2017.SAFE UPLAND SECTION 33 O.R.2225 822 p Ci =2�C='n Vw`� SECTION 33 FLIGHT DATE: 12-16-2013 ,f SECTION 7158-250 0, A/ o z SAFE UPLAND LINE AT OR ABOVEZ MEAN HIGH WATER LINE. SOUTHEAST 1/4 -04°18'25"lG) �0°2p•I 2,� �jQ ce rvw0 SOUTHEAST 1/4 THE MEAN HIGH WATER LINE w ' \ 25'CCUA UTILITY _1303.23'lC-) ----\ 4.S1. 9"'W R3Z36Z�"(C) ,ti O n'0 ! EASEMENT -L=97, 6 SEE KEY SHEET 2 ♦ 25'CCUA UTILITY ... R _ M"' _ __-_----__ s A_09°16'42'(C j4 CB_ 0°2 _E I /Fc°1AV��g°4�8 C1N68�3(28 aeNs •' R 1323044(C)N57138'03 /I CFOR PARENT TRACT nn r, \ y O.R.E2225 PGT 822 ''39+11T(G) CH-9`9�1C s'��I 8 17/CI „E --- '-R=1323,24�D)-- 312.J s <p - _ - . p`16" F C =133.24'(D) aaF 18'(C) �` 1 R-1859.95(C - _ -- 50 C) 1066 -- ,,. -.- aemaiNs Y CB_N78°7_ 31 OTl card_ REMAINS - '"CH- 1'S6"W LINE DATA q m L=301.19'(C ,- ® Z 311.46' ) G�9A ma] wi<, CB=N50.86'( ".. _ s� �x s, o o ,- E;dc., °hL IC O m \ 6': CH----- 6'(CI.- - PP A" c sir,Na- _ LINE BEARING DISTANCE o° ---__---------- �_-o _ - mC = --- - - -- _ fa N CURVE DATA 2✓° �° :_ NE 34•,lci Ar �_ _- L51 N34°46'39"E 32.97'(C)32.98'(D) n p N- - ll _ 43' PnvEMr T -- _ _ ---- -___ CHORD CHORD L52 589°47'5 1"W 1220'(C �''� 3n ' � ��1323 33C1\ -- __ - CURVE CL2 a e - ==c--_ CURVE A RADIUS LENGTH DISTANCE BEARING L53 N89°47'5 1"E 1220'(C \t cn c� C` SEE`-'1= v Fl%3g64311,46•E _-- - --_e 4=51°14'06"(C)===-- EP v -- 051 04°23'39"IC 1323.73'(C) 101.52'(C 101.50'(C N36"58'29"E L54 N89°47'5 1"E 24.41'(C s i �y A°p9,y�5°; DERAIL, ` ;„---;;;I:E / gHy- CB?N ag 06'SC��' G =SURVEY sow+------']406 R=1223.28)C) 1099.24'(D) �. o --- _`_ OF w •7 L=1094.28'(C) 1099.48'(D) �o _ C52 03'45'11"(C) 1223.73'(C) 80.16'(C) 80.15'(C) N36"39'15"E L55 S89°4TS1"W 24.41'(C) D��85998G12A"E ,,=+-a 5223 p5,lG-• CH'-''� �'------ s oo°J CB=N84°16'33"E `�-"�� _-__6„a__ C53 OS"19'40"(C 1323.73'(C 123.09'(C 123.04'(C) N41"50'09"E L56 N44°36'18"W 6.30'(C R71''ApA°O,`\I2-= , w iO CH=1056.19'(C x RAILING ` L57 52°58±C y,,, V'N;;"A9. 1 3°36`•lGl; 43°CI�E ''o -a dS,fa- x -- _- \\tea; to C55 00'26'33"(C) 1692.95')C 113.08'1C) 113.04'IC) N55 '15i341"E L58 534°46'39"W 325.00(C) N52°58'4'"W ' C` �'"\ ;' 35.. "� D/14°,L3j31 1 x x--x x- 516°56'33"E MX C55 00"26'33"(C) 1692.95'(C 13.08'(C 13.08'(C 555"15'34"W G 52 8 38' _ '•.. C66 04"26'S0(C) 1323.73(C 102.75(C 102.72(C 563 26 58 W L59 N27 43 O1 W 23.09(C Cy3 �, " 1.02- s R�j2 g0'/,C')0g°E -- N00°20'16"W ® 15.00'(C) L60 N89°47'18"E 25.00'(C ,,%-;; ';1,<\C1 �- a "\I SA1,Cl Pv�M0 „i' V,3 NS°20\C) 51.30'(C -R/W LINE -- \Gl , •A3 \ x� x1�LSD f, 11 pn,� C.B�31195 '0 _---p=17°34'37"(C) +97.60 1605\Gl-' A8 S\ \ 1�33 '� CH'' n°'o R=1136.23'(C +98.08 65.00'RT(C) O6 99,Gl 90 % 4 C,\ , "` E ' .0o CB=S656'(C) 79.99'RT(C) p�1g�p35dgG1///;yti Ay ` 1,02' o CB=564°16'09"W P-'•y0 8.33 N'L''' _-- x,l?�C1 ,'`.\ Sp1°p3.\Cl / y CSs,93.12'RT(C) CH=347.20'lC) R=1208.73'(C) p3• , •S] A' S +10.39 C8=N87°39'25"W \ i" C�\�.!2 �O a 51 °b C1 33 1A8., \ / i E / 93.67'RT \, %6 C1 e 'ON 5 1 ya . 11 A1°5 lC +•2.42 x ,9 S P('wl•'i g\ ,�.. „ ,,o-L CH=728.971C) \k /ix 1gV\��% %'.G�Ry\ /'N 35 A.12�` yk0y. ® \ c'30 p1 '' 119.33'RT(C) CURVE CL2 P +6 x1 5 °\ �', 33 A 3 A3°Cl E PI STA. 343+91.72 ,,,-1. 5-cp �V NA,'''. 1" x0 `' S.U.E.L?� 1tg`R'C RI`-.4' 1„Cl = 75°21'27" (RT) R> \ 6 25'CCUA UTILITY =' ;/ y 0� 9 1 °'� C � 8 ) Cl SEE KEY SHEET 2 F- w<I -'9.0 EASEMENT A� c 00 C,l Pzps�E� S A,i , '6b; ��\ +0.95' 9 51A 08°a295'l D = 04°29'54" FOR PARENT TRACT w /yF \S 6,/Cl qPp O.R.2225 PG 822 '� x°Ov" �A 163 g`>' '` i g43°1g`lG\ ��1667'1`lGl E w 3>> 89"4>>l0 OR qRF 0 " 6,-y C1 40. R'253 4 05. 6" T = 983.69' _ ,NBg° 38YC) Ig„�g'/Dl �0 3rp/W 25'CCUA UTILITY i `so y e //N30�gA\ S.LLE.L. 31,,\l1 i CBoN 531fi lGl L 1.675.25' w 4>,I8° as<N<r,q A G pjNF EASEMENT / 1 f�;' ° 3 ,y +0.95'OA°3`0* .0 CV‘-- PC R = 1,273.73' Vwi lit 9 //' iC; ��pC G5 D'166 21`l;59' +12.43 PC STA. 334+08.03 + pb/,\G1,i 0�"6�' \�/' `"r�P `I'I P� 32' 21 G\ 120.13'RT(C �'�o Xj\k\ N' oe• a3A AP\ // r' G oy6o$1 c6�N 322A\ n� PT STA. 350+83.28 ,t, V -1°50�43, I x\ 008 VOID 2 1y'C ;' 0 40 'ro/ N-5616 6 cNi/ `w� bv /Cl 404*-- O O• 4�/ 9�' / o, n� \ 1,v:1t APPROXIMATE TOP OF DETAIL "A° / / o 0, S \ i" C1�1p, A63 iC °60qG\ C; +66.91 co ✓p n NOT TO SCALE N R RO g / ya E% -- P- x R x• R� 9 ®i VOID '/• �$9 >4V AO •8 A/� ° 9, �\ BANK SCALED FROM 2014 LITTLE BLACK / 4 �� 27 4>,J(0) \k ( / ,'�B\ a ee-/ C.0Y, eN`N3/ 00 p1 A / 113.73'RT(C) mo7 \t^ AERIALSOURCED'.PHOTOGRAPHY HY o 9 CREEK '� 0 2 06 8g91.8 \�, �� 9ap98AAC ' VJP-1P/r°s,` C,A 5 1 / �(1 SAFELUPLAND LINE IGHT DATE: ATOROABOVE �ti 13 hW lGl �� oh�,y eb 8go 079 8S S3YT(C4•<82xe\ Sago/ �� y2%yam ® E 1 ST4'' �w ? \ THE MEAN HIGH WATER LINE Cities ��0�5�•9C�10"E 4j72 O° 8 rW �,,.'r,......./PJ�O sc '.67.03,IS„w 6.39 %N 01 G 9OC'9 \ , ^`y -o N23°36'24"W �,,3 No°561G1 �N tiry ti� - -%, 60.a X4a X62.>>Cl, s5 x' C13A A + 4. �0 61•o'S\G�p"E px�y v' ��i 120'DRAINAGE EASEMEN�jo dN o H 4.83'±(C� GB{c3�9,N0 Ln ._ 0 1 0 °n N� 8g q�__ "Ps°8 D��16 69 91` o Q �' PER F.D.O.T.VI MAP o M q> G iRI`7J 3,G 6 >• ��p •' 104.78'RT(C 51: 2 \C' 9 X �l SECTION 7158-250 w m +32.30 3 FDOT Parcel No. 805.2) tit°RA \6�G1 'NJ' P° >=%'.°3Yc8•,1' ,.o ✓ 4 �.� �% �a 63 °sr '' 71.az'LT(C / 2 3 y t1 o w, e �„ o w o% • N 3A'D°A00 l3' J r' / E g��1°i O d \ p,t w o M^ Subordination `'3y° e6Lil ,-'' sx gs . %✓'' s 6i cN' c ° m�, x Ss s. A c� w o 0 0 \ 1 / So%,','�s•%%� ,e' N0 <S4 8g°41's J �38p.00\ ;� ,11J- •E lGl w y,y °1,_ ,(.;,' °v'" p c' R',. V W 9 o PINT 3A" vl x C� �' O9 'C 'i!y Q SJ' P\� - N8 x �6°d3'131C1 v �gq,'i`L\ \ ,P z30\GlY', �O//� �'c.%.." / x96 Q.' C,� /0,'C7 \ ® z F�3g63A3'S�1p6„N.I REFERENCES 00 HA yy/ / / 0:'IgG1 G1 Iq. S 8✓ A g 552°p6•lGl C.R.No.220 N y• A d \ l sQ ,, i C 85' P.C.STA.334+08.03 9: o- ,l 9 6d 1�4 ? i CN'3 --.-----,--.';'1' ,� op° 1 A39G VpA 30A 1A0p0• gd \ ✓ ,.S.U.E.L. N.T.S. �,� 9�3A A6 o !i� a35° ti8�' 10' N8 \ Su,o'i 1/2"I.P. >R.v"ce ,�l 3p2' '.7' '';"6.' VG,A�°jC �� 49,4>S cc t "GLARY REF' 100y O'�383A R6 /A A65 3S S4•/C F 38g. w \ "S o % • 50.00'LT(C 2c' GP gS QG i' ' �+ / °E'o-E�GOON\ 'L N 53 JS0p 8g(0)C °o, CQ--'L2° y0 o �'3 00'O +57.43 P. ( 3S.x9 a'p1�9$'C 1NE N n 0„ y0 Py 33 126.77'LT(C O: �\ , So✓8 CC,CP.yP i�' 1v ® mac" ,' ?G�'4P gg i e';% 'oo s' SAg•O'� //Q- H Ng ;>o Q y;P ✓„ o o' SECTION 33 'GO, QGS SB• �1 7 �/y o� V ,p, E,`ice !., <-SS I*. SOUTHEAST 1/4 �'3R A oo �°'o 38'27 O▪°w, �''� N3[ OACg''C/ vim - °"GLARY REF, C 0, � v _ 20'CEC UTILITY EASEMENT �N3 ✓' 12p C.63 00 cp .45 n� - - - O.R. 1343,PG.250 o"��' '``o� '� �� .4"X4"CMON, y1� / S'\5� - -�, - C „ S�aaSTA�+D46.09.,,"\-52 ° o o; o, « 'C'./ 1 REFERENCES '✓ A1•lC'1 , „ s O� C.R.No.220 'Sp . sp 9c JNG o"u NSg°4j9S,��CI 6 3 ti P.O.C.STN.T 5A. 40+00.00 s 9 1/2'I.P. 3 � .' _\y'C.P P 6S7.39, t� "CLARY REF" ''A6▪-'° a V o :45N k REFERENCES p o p o C.R.No.220 h ,n o P.O.T.STA.330+00.00 ti' N.T.S. 1/2"I.P. ,S 8_SURVEY C.R.220 'CLARY REF"° 89°4>• C o Slw ST 70 P so m 22°39G >3g.4q(C C N F FM RI</F �o�'o NCIARY ASSOC o, P 6 J O, Rlr FIy R ° o POC STA 340+00.00" .�3�A R.2 9gIO,eoS Rq)&R (CHNQ DOBE3 RIE G) ^� o ,1Gy ''90°00'00" G.166FNT 1/2" P. SJQ- "GLARY REF" \. Pss 0C, 0000 s•o olio N&G�pe��P.' °- 1/2"I.P. �o PRELIMINARY QO'CS ''CLARY REF" y �3 Subject To Change S8g3 .7'( w „ DETAIL SHEET THIS MAP IS NOT A SURVEY SEE SHEET 1 FOR LEGEND C.R. 220 FROM C.R. 209 (HENLEY ROAD) AND GENERAL NOTES TO C.R. 2206 (KNIGHT BOXX ROAD) APPROVED BY DATE BY DATE MAPS PREPARED BY: DATA SOURCE: FLORIDA DEPARTMENT OF TRANSPORTATION voio]o5,AOD 805,CCUA Eswrs RLM 04/21/22 F.A.P. No. D217-167-B SECTION 71580 B.RN°&3]310CIATES,ING CAKE DATABASE NO.7158001 RIGHT OF WAY MAP - A CHANRED5,VEE 1NUbEDR RLM 06/01/21 PRELIM I.SHEPARD O1-16-19 3830CROWN POINT ROAD 12/04/2019 904-26-2703.FL 3225] SCALE: 1"=50' CHANGE SHEET NUMBER RLM /0/ 9D4-26o-2]03 SURVEYING AND MAPPING FOR DISTRICT SECRETARY FDOT 100%REVIEW BQN 12/03/19 FINAL M.COLLIGAN 11-26-19 REVISION BY DATE REVISION BY DATE CHECKED M.COLLIGAN 11-26-19 COUNTY ROAD NO. 220 CLAY COUNTY F.P. No. 4307192 SHEET 6 OF 12 1)2 3 ' ....t " N — / W'O,�n,''E - • .,7 . C ,%: 0 3 ,g ��� 3107 ,1 N 3114 1L0� 3 �tirg , ,,, ti° /IN '� ., gyp. 'cl: ��_ ✓Jr Grycp.L • w I ��°cGRrL `X O �_13� �;y % R \ Hyd#:3316 N`Lr o \o �' / al v38 \ 20 V • ,O G�2o � 444 ,�° o `1"` yi1/4tit 1811 a ..l Ay- r1 G J ` �/ _ \• . ,/�' FDOT Parcel to \,mil No. 803.3 Subordination 1.4 I o I ' N .3 4 380 , � 37E o (V.4 NN U r ',0_.\\ l - CX O c • O 10"GM @ 0. ,on X124-1 N I .MH»DDDD#- 8 MH#:74, Disclaimer:The information displayed on this drawing or sheet is for a general visual representation purposes only.The drawing is based upon numerous sources of public information which include but are not limited to Clay County Property Appraisers, FDOT, SJRWMD, and the Clay County Utility Authority's (CCUA)own records.All information included in the drawing is general in nature and not site specific.Any cimensions or other information is approximate and needs to be field verified.CCUA does not offer any guarantees,certifications,or warranties,either expressed or implied,in regards to the accuracy of the information represented on these drawings.The drawing is not a survey and should not be construed in any manner as such.By receiving this drawing,the recipient is agreeing to hold CCUA harmless for any errors or omissions which may be present in this&awing.All interested parties are strongly encouraged to engage a Professional Surveyor and Mapper licensed in the State of Florida to field 4-1 verify all site,property,infrastructure,and utility information prior to any decisions or actions. 1 `I I ff,' `I. I 7y b C�SCO(fNT Title: ......... __ Clay County Utility Authority FDOT Parcel 803.3 3176 Old Jennings Road i Info: �� Middleburg, Florida 32068-3907prepared by CCUAGIS Portalwater Features 'a Phone 904 272 5999 - Gravity Sewer Features �t 3/1/2023,11:07:49 AM - Forced Sewer Features Conservation.Commitment.Community 1TYAUTNo 1 inch = 94 feet - Reclaimed Features N. / W At: Nori•F. JOE JOHNS RD 7., s Cr FDOT Parcel 805.2 Subordination 1 ,_, 1 1 1 1 1 • 1 • uLi4 PT S1�4 OF NW1?4 OF SE1 4; SW1 3/ t0 , /34:8 "'it / ./ d I 10 �01 Cc � 0 t 4,0 Ng ti l ti� • G nsv 11 Oill eA o� 1 Or I t44. 1 1 0 Disclaimer:The information displayed on this drawing or sheet is for a general visual representation purposes only.The drawing is based upon numerous sources of public information which include but are not limited to Clay County Property Appraisers, FDOT, SJRWMD, and the Clay County Utility Authority's (CCUA)own records.All information included in the drawing is general in nature and not site specific.Any cimensions or other information is approximate and needs to be field verified.CCUA does not offer any guarantees,certifications,or warranties,either expressed or implied,in regards to the accuracy of the information represented on these drawings.The drawing is not a survey and should not be construed in any manner as such.By receiving this drawing,the recipient is agreeing to hold CCUA harmless for any errors or omissions which may be present in this&awing.All interested parties are strongly encouraged to engage a Professional Surveyor and Mapper licensed in the State of Florida to field verify all site,property,infrastructure,and utility information prior to any decisions or actions. / - 1 (1,,';( COlf. Title: \` Clay County Utility Authority 33-04-25-008145-000-00 (FDOT 805.2) 41 3176 Old Jennings Road Info: r� Middlebur Florida 32068-3907 Water Features g+ Prepared by CCUAGIS Portal'a Phone 904 272 5999 - Gravity Sewer Features �t 2117/2023,1:14:06 PM — Forced Sewer Features Conservation.Commitment.Community liTAUTNO 1 inch = 23 feet - Reclaimed Features