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HomeMy WebLinkAbout2005 - Abandonment of Right of Way Collins Development Projectw W" 1225 Main Street, Sebastian, FL 32958 (772)589-5330 city@cityofsebastian.org February 24, 2005 Robert Collins 9235 Highway AIA Melbourne Beach, FL 32951 Dear Mr. Collins: At the February 23'" Regular City Council meeting, the Sebastian City Council moved to release the CiTs interest in a portion of the right -of way for 10th Street (Madison Street) and 11t Street (Jackson Street). Please find enclosed a copy of the adopted resolution. If you should have any questions regarding this resolution, please do not hesitate to contact Rich Stringer, City Attorney at (772) 388-8201. Sincerely, Sally A�MMC City Clerk Encl. cc: Rich Stringer, City Attorney Trace Hass, Growth Management Director RESOLUTION NO. R-05-07 A RESOLUTION OF THE CITY OF SEBASTIAN, FLORIDA, ABANDONING A PORTION OF PLATTED RIGHTS-OF-WAY FOR 10th STREET (MADISON STREET) AND 11TH STREET (JACKSON STREET); PROVIDING FOR CONFLICT; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN ixirk;CTIVE DATE. WHEREAS, Robert R. Collins has filed an application for the abandonment of portions of the platted rights-of-way for 10th Street and 11th Street, now known as Madison Street and Jackson Street respectively, lying west of U.S. Highway 1 in the area south of Wal-Mart; and WHEREAS, staff analysis finds that no significant public purpose exists for the use of said rights-of-way, and the public interest would best be served by returning the property to the tax rolls; and WHEREAS, the City Council has conducted a public hearing on the matter following due and proper notice; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, as follows: Section 1. FINDINGS. The City Council makes the following findings: (1) No current use of the right-of-way beneficial to the public interest exists; (2) No projected future use or re -use of the right-of-way beneficial to the public interest exists; (3) No adverse impacts on public services caused by the proposed vacation now or in the future can be identified; and (4) No adverse impacts to adjacent properties as well as major areas or land uses currently benefiting from a public service or system that uses the subject right-of-way can be identified. Section 2. RIGHT-OF-WAY ABANDONED. The City hereby abandons and releases its interest in that portion of the right-of-way for 10th Street (Madison Street) and 11th Street (Jackson Street) dedicated in the Amended Plat of Ocean Breeze Heights Subdivision as described in the attached composite Exhibit "A". Section 3. CONFLICT. All resolutions or parts of resolutions in conflict herewith are hereby repealed. Section 4. SEVERABILITY. In the event a court of competent jurisdiction shall hold or determine that any part of this resolution is invalid, unconstitutional or results in a taking of private property, the remainder of the resolution shall not be affected and it shall be presumed that the City Council of the City of Sebastian did not intend to enact such invalid, confiscatory or unconstitutional provisions. It shall further be assumed that the City Council would have enacted the remainder of this resolution without said invalid, confiscatory or unconstitutional provision, thereby causing said remainder to remain in full force and effect. Section 5. EFFECTIVE DATE. This resolution shall become effective upon adoption. The foregoing resolution was moved for adoption by Councilmember c o n i g l i o The motion was seconded by Councilmember Monier and, upon being put to a vote, the vote was as follows: Mayor Nathan B. McCollum n a y Vice -Mayor Joe Barczyk a y e Councilmember Ray Coniglio a y e Councilmember Lisanne Monier a y e The Mayor thereupon declared this Ordinance duly passed and adopted this 23rd day of February, 2005. ATTES Sally -A-. Maio, MC City Clerk CITY OF SEBASTIAN, FLORIDA r B�� y r JMayor Nathan B. McCollum Approved as to form and legality for reliance by the City of Sebastian: Rich Stringer, City Atto e ��I. �It It 1 �iy I 11-�� fS. t �4( SKETCH OF LEGAL DESCRIPTION, Exhibit "A " Sketch of Legal Description for 11th Street Right -of- Way Abandonment Indian River County, Florida Sheet 1 ��, f 2 Not Vold Without AU Sheets DESCRIPTION. BEING A PORTION OF 11th • STREET AS DEPICTED ON THE "ENDED PLAT OF OCEAN BREEZE REIGHTS AS SHOWN ON T15T.E PLAT THEREOF RECORDED INPLA T BOOK 21 PAGE 9 OF THE PUBLIC RL CORDS OF INDIAN RI VER COUNT', FLORIDA, LOCATED WEST OF THE FOLLOWING DES'CBJBFD LINE B,EIGI VNING AT THE NORTIlBAS'T CORNER OF LOT 91 -BLOCIC*8 OF SAID AMENDED PLA T OF OCEAN BREEZE HEIGHTS; THENCE N25°13'1 2 -"' W A DISTANCE OF 80.00 FE.9T TO THE SOUTHEAST CORNED OF LOT 11.? BLOCK 7, NOTES. X) THE BEARING BASIS IS THE NORTH LINE"OF BLOCK 8 AS DEPICTED ON THIS SKETCff AND LEGAL DESCR;tPTION. 2) THIS,SKETCHEX1S'TS SOLELY F, T11E PURPOSE OF I'LL USTRATING TILE LEGAL_ DESCIPTION TO WHICH IT IS A TTA CHED. 3) ALL DIMENSIONS ARE, CALCULATED UNLESS OTHERWISE NOTED. 4) -THIS S.XCETCHIIlBETS THE XLNIMIJM TECHNlCAL,S'TANDARDS ASSET FORTH BY THE .FLORIDA BOARD OF 1' or r..ESSIONAL LAND ,SVP VEYORS IN CHAPTER 61 G17-6, FLORIDA AD111INIS'TATME CODE, PURSUANT TO SECTION 472.027, FLORIDA ■ STATUTE'S. Ile(E 1 of 4 LI 8 Exhibit "A Ff Sketch o Legal DescYiption !f for _71th Street .Right -off --Way Abandonment Indian River County, f7wida Sheet 2 of 2 Not Valid Without Aft Sheets 10. Ncc �� � `- ��� oc� I . ........... . ......... .. .......... ........• .. .......... S CC',. z. 10 12 Pairit 0 1 fit Begirill Ig 7 ing 13 14 2 of 4 E Exhibit "A "I Sketch ofLegal Desct�ipt�'on for 10th Street Right -of -Way Abandonment Indian River County, Florida Sheet I of 2 Not Valid Without All Sheets DESCRIP770N.- BEING A PORTION OF I Oth STREET ON THE AMENDED PLAT OF OCEANffREEZE HEIGHTS AS SHOWN ON THE PLAT THEREOF RECORDED .IN PLATBBOK 2, PAGE -9 OF THE PUBLIC RECORDS OF INDIAN I? I VER COUNTY, FLORIDA, L 0 CA TED WEST Of THE FOLL 0 WING DESCRIBED . L INE, BEGEVNING AT T11E NOR THEA ST CORNER OF L 0 T 4, BL 0 CIC 9, OF SAID AMENDED PLAT OF OCEAN BREEZE HEIGHTS, THENCE N23°13'12 "WA DISTANCE OF 80,00 FEET TO THE-,VOU7Wr,!.AST CORNER OF LOT 19, BLOCK 8. NOTES: 1) THE -BEARING -BASIS IS THE SOUTH LINE OF BLOCK 8 AS DEPICTED ON THIS SKETCH AND LEGAL DESCRIPTION, 2) THIS SKETCH E1'STS SOL.EL Y FOR THE PURPOSE OF ,ILL USTRA TING THE LEGAL DESCIPTION TO WHICH IT IS A I TA CH, E D. 3) ALL DIMENSIONS ARE CALCULATED UNLESS OTHERWISE NOTED. 4) THIS SKETCH MEE TS THE AHNIMUN TECHNICAL -STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL 1,AND SURVEYORS IN CHAPTER 6IG17-6' .*.-FLORIDA ADI IIVISTA TIVE CODE' FURSUANr TO SECTION 472.027 FLORIDA STA 7VTES. 3 of 4 10 11 Exhibit "A'r Sketch of Legol Descripdon for I Oth Street Right -of- Way Abandonment Indian River County, Florida Sheet .2 of 2 Not valid Without.Aff Sheets \ 1\ 19 18. 17 is15 _ ,p�• 7 i � � r .A 4 of 4 0 11 M MY OF stx"!tAN HOME OF PELICAN ISLAND City of Sebastian, Florida Subject: Sale/Abandonment of Two (2) City Right -of -Way Parcels to Robert Collins Development Project. Approved for Submittal by: City Manager Agenda No. 0 5. 0 (D 9 Department Origin: Growth Management -704 Purchasing/Contracting: Finance Director: City Attorney: City Clerk: Jim Davis Date Submitted: February 16, 2005 For Agenda of: February 23, 2005 Exhibits: R-05-07 Location Map, Site. EXPENDITURE AMOUNT BUDGETED: APPROPRIATION REQUIRED: None REQUIRED: None None As previously presented to the City Council via issuance of the City Manager's January 7, 2005 Information Letter, Mr. Robert Collins has entered into negotiations with City staff with respect to possible acquisition of City owned road right-of-way. Typically, abandonment of road right-of-way occurs when there is a demonstrated lack of need and/or purpose for public utilization of said right-of- way. In the case of the subject paper streets, the City Engineering Department (as detailed below), Growth Management Department and City Managers Office agree that no significant public purpose exists and the subject right-of-way will be better served by returning the subject parcels to private ownership, therefore, regaining taxable value. Seeing the potential for a sale of the subject right-of- way, City staff entered negotiations with Mr. Collins' representatives in hopes that such negotiations would result in a mutually beneficial arrangement. However, the City Attorney (see attached email) has determined that the property in question cannot be sold to private interest, yet the City reserves the right to abandon the road right-of-way subject to the following conclusions: 1. No current use of the right-of-way beneficial to the public interest exists; 2. No projected future use or re -use of the right-of-way beneficial to public interest exists; 3. No adverse impacts on public services caused by the proposed vacation now or in the future can be identified; and 4. No adverse impacts to adjacent properties as well as major areas or land uses currently benefiting from a public service or system that uses the subject right-of-way can be identified. Negotiations originally included the abandonment of Palm Avenue, which was subsequently removed from the proposal. However, the applicant has a renewed interest in the abandonment of Palm Avenue, and pending positive results of this hearing, a future hearing will be scheduled to determine the feasibility of abandoning Palm Avenue adjacent to the Florida East Coast Railroad ROW. City Engineer Dave Fisher provided the following conclusion: Further to a meeting in the office of City Manager Terrence Moore on Tuesday, 4 Jan 05, and a subsequent review meeting with the Engineer of Record Aaron Bowles for the subject project on Wednesday, 5 Jan 05, this is to advise and confirm: The City of Sebastian Engineering Department has no objection to the City selling the three ROW parcels ("A", "B", and "C" as designated by the Armfield & Wagner appraisal #37294 of July 2004) to the prospective Robert Collins Development Project subject to the ongoing and continuing provision of utility easements related to those parcels. • It is understood the City's sale of the subject ROW parcels is for the purpose of achieving a higher and better use in conjunction with the prospective development of the subject overall project and that this "Statement of No Objection" is based in part on the premise these parcels will be integrated into the project and not kept or made separate for further resale to others. This "Statement of No Objection" does not, in any way, provide or imply any site plan approval (partial or otherwise) for the subject project. RECOMMENDED ACTION Hold a public hearing and move to adopt Resolution R-05-07. INDIAN RIVER ❑ P�aj ey. ❑ Q. �� 1.8 2.0 ,�2.1 `}`- 3.2 _. '1....�"` ^�. _ •+$ `13.0 X2.6 924 r •0 b --'00000 RIVER DRIVE l9y�r' 9 'Y "^.. 2.9 • 2.1�, , P4 awr ,r.. a. r INDIAN RIVER 1N.9-•.✓ '�--r-`' r? a N - g HILLS �I IR e 1.3 � N �� ^ 025 .yr ES h 49 0000 _. 3.6°� P 6.3(1 '19r P P v° •�Po•7 �,�OLD U,S WAi �� E a :Ron; 4 i U: P 1 over N0, i "`..,,.� . p 1 RGE3 �� � r�ny�p�TIT SEC• 3 `� B5'° � ; { ° _ o��Rs,D—;...'� A+`� F AUREGAN4*" �" : V ¢ n 9 ' A ^•�l/ QPy'2'0o�...�'-W TGD N0ASSES 21-30-38 99 ol 1 ;p 9998 130 g°49B 209 q 0 K e '1 ! Bei's}`_.," m CENTRAL- � 82pA _ -.�'�-�.-�i,U��_ � b 01 1n 9/t1 wPt' Ramal Ul b \N P P° 8 V 9.}Y1� 1 i�� ' ODM mar l ---_.---.__ x990 ° o yy 8990 �' 99 l ,�O 810$ p� • mtrf 1p,L00 'ittr _OS- m �' 21.9 ^ __.._� a2AB 'V 4' 6 29 9 8 99 U.S. HIGHWAY I N0. 1 "._` u •_'110 ;u LL —iL'._ __.`_`_"_,,.�no. ._...7_. f-'ar--9r—�9�'- - 3, �1 h'F' - - �' '.'• hP pyy1P OggI p� S i =�..p�. �y 1 89908 390 "y1°BYY N y �J j2 �8B,B 934109 099 t N 1 `. 30.0 R F 12 34.2 N g . F � - _ W 'O .4ry m 8999 9989 �i G e 3..W A N 93 9p 't� 0 '7,� O 838.0 " N6B8 my8 m 8 33.0 33..1 i tr-° UREG j o N (J Y Ican- -"_ m `-o" ' �i1 yl nV� ESSED 21-30-3 RAILWAY 8999 e,� COAST ..1.. 41r 32.0 1 1 -Gr '1-30-35 S 'r I'J el 1 t t jil 1 1 1 I1 1 Cb 1 MAY. 7.2003 10:49AM BLDG DEPT SEBASTIAN NO. 707 P.2 Pen It Application No,. City of Sebastian Development Order Application Applicant (If not owner, written authori?aeon nota,rizedl from owner is required) Name: Ro bee -h R.. Ifo l Address: Phone Number. (ail) FAX Number:'( - I -r 3 ' �'' 7 o ($- 2-A 4 -Ar- /z- cam ` li✓�•-% Ga.-� .• s E -Mail: Owner (If dWerent from applicant) Name: Address: Phone Number. ( ) - FAX Number. ( ) - E -Mail: Type of permit or action requested; d4 A,-� PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, I:'I'C. SHALL BE ATTACHED AND 81/2" 8Y 11' COPIES OF ANY ATTACHMENTS SHALL BE INCLUM. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. ft! roject's Name ("if applicable); B. Site Information Addmss: /,/ r 1 Lot: Block: Unit. Subdivision: Indian giver County Parcel #: Zoning Classification: C Future Land Use: Existing Use: Proposed Use; of 4/ 10� ✓wc/ P/l C. Description of proposed activity and purpose of the requested permit or action (Sittach extra sheets if necessary': SerG illn--74 q J • D RECEIVED BY:'s DATE RECEIV�i�. _L.,ll FEE PAID: dJ (Q 11) 5 , -► ` 2's- , LForm CD -2001 Page 1 of 3 Dev91gpm�err#�cst►on ro 7/97 ' idn: Fde Name. Dca A p ved� d►S/� Rotors 11AY. 7.2003 10:49AM BLDG DEPT SEBASTIAN NO. 707 P.3 Permit Appilmdon No.. D. Project Pemonnel; Agent Name: 64 /�, l/C-5oO' fe4'117Y AAXI�:� Address ` Ig O ar Al .S'c,1.2gd 1747 Phone Number. (77 Z.) 3 O&S ¢j—j 3 FAX Number. (7 -7 2) Jcft0712z 7 E -Mail: Attomey: Name: Address Phone Number: ( j M FAX Number: ( ) - E -Mail; Engineer: Name: 49 Address Phone Number, ( j - FAX Number. E -Mail: Surveyor: Name: 1%I .9l /le.- /?7v16- 1 �/1e e Address .e4 W/ 0 Phone Number. (77 t) ,r6 .¢.�,C oro FAX Number: ( ) - E -Mail: be. -4 Z . Col i ,pis , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: I AM THS OWNER l AM 1'MB LEGAL RORESENTATIV9 OF THE OWNER OF THE PROPERTY OESCMBED WHICH is THE SUB,II=OY MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA ANDIOR SKMHW PROVIDED IN THIS APPLICATION ARE AMCCU TRUE To B of KNOWLEDGE AND GE LIEF. Siaxxrum DAVE SWORN TO AND SUBSCRIBED SEFORE ME BY '�a,B�° ?'a2r� a-04 r -,/S' WHO IS PERSONALLY KNOWN T.9 ME OR PROOUCED eee,�.� .4 t� • a-��'7 As IownFICATION, THIS Of DAY OF 149' NU RE •G��+� P I AME T �v Y�� ,�,! z',r/ �►�+%����.,.� ,�L 0,-7 moor° UFAI31W [EXPIRES: dun 17.2004 ---- ==AR FL Kir Fam 05-2001 Page 2 of 3 Development Apprcation Approved: (78/27!97 Revkian: File Nance: Dog 'MAY. 7.2003 10:49AM BLDG DEPT SEBASTIAN NO.707 P.4 Permit Appilmdan No. The following is required for all comprehensive plan amendmesnft, zoning amendment (including rezoning), site plans, conditional use perniits, special use permits, variances, exceptions, and appeals. ME, ,- THE OWNER(S) _ THE LEGAL REPRESENTATNE OF THE OWNER OF THE PROPERTY DESCRIBED W141CH IS THE SUBJECT OF THIS APPUCATIONr HEREBY AUTHORI25 EACH AN13 EVERY MEMBER OF THE r BOARDICOMMISSION OF THE CITY OF SEBASTIAN (THE 08OARDTOOMMISSION1 TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MYIOUR MOING APPUCATION4 VWE HEREBY WANE; ANY OBJECTION OR DENSE IhVE MAY HAVE, DUE TO THE QUASI,IUOICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARDICOMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY1OUR PROCEDURAL OR SUBSTANTNE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED Suns CONSTITUTION WERE MOLATE13 BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY MFIUS VOLUNTARILY AND NOT AS A RESULT OF: ANY COERCION APPLIED, OR PROMISES DE, BY ANY,4MIRL9N35H, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. 4A 0 SIGNATUE 13 Sworn to and subscribed before me by who is personally known to me or pmdured�,e�2'�• �.,�.�'a2 77G � =� - d as Identification, this � S day of -wKY �, -fid 3 Notary's Signature C' Printed Name of Notary �✓bye: yed. AZ Commission No.IEcpllation Seal: JOYCE A. ALLEN MY COMMISSION # CC 934213 EXPIRES: Jun 17.2004 t�800.4NOTARY FL NO r 8wAw & s0&' h' Form CD -2001 I Page S of 3 Development Appffc4 cn AlaproVed: 08/27/97 1 Revfslan: r I Fle Name:• Doc MAY. 7.2003 10:49AM BLDG DEPT SEBASTIAN Permit AppticE ion No. Supplemental Information � Streets, abandonment of N0.707 P.S _ 1. Describe the street to be vacated (attach a legal description), .. -2j 4-oex �r1'� (�P1crl,p %/o to ��°c�i �.Pscc� i� Gliti�`j�•� _ 2. Why is this abandonment of a street being request? ; 7q 9,A,&. Z tri /7 -a61•4C 7`1 17ee -r7 le � Af..,, _ 3. is this street current being used? If so, describe the use, �) .moo do 3) 4.Attach a map showing the toodon of the street that the abandonment is being requested. Form CA -2021 Pave i of IStet A68ndorrment AnomyoM, &27/87 Revision: I File Nome: Statab k C cIly OF via I-, HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 PUBLIC NOTICE CITY OF SEBASTIAN INDIAN RIVER COUNTY FLORIDA PURSUANT TO SECTION 54-1-2.10(d) OF THE LAND DEVELOPMENT CODE OF THE CITY OF SEBASTIAN, THE CITY COUNCIL HAS SCHEDULED A PUBLIC HEARING IN THE CITY COUNCIL CHAMBERS, 1225 MAIN STREET, SEBASTIAN, AT A REGULAR MEETING ON WEDNESDAY, FEBRUARY 23m, 20059 AT 7:00 P.M., TO CONSIDER ADOPTING RESOLUTION R-05-07 VACATING CERTAIN PORTIONS OF THE PUBLIC RIGHTS-OF-WAY OF MADISON STREET (10TH STREET) AND JACKSON STREET (11' STREET) AS DEPICTED ON THE AMENDED PLAT OF OCEAN BREEZE HEIGHTS AS SHOWN ON THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 9 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. THE REQUEST FOR ABANDONMENT IS FOR THE WESTERNMOST 318 FEET OF MADISON STREET AND THE WESTERNMOST 241 FEET OF JACKSON STREET. ALL INTERESTED PARTIES MAY APPEAR AT THE HEARING AND PRESENT TESTIMONY WITH RESPECT TO THE PROPOSED RESOLUTION. ALL RECORDS, PLANS AND LEGAL DESCRIPTION OF THE PROPERTY ARE AVAILABLE FOR REVIEW IN THE GROWTH MANAGEMENT DEPARTMENT AT CITY HALL, 1225- MAIN STREET, MONDAY THROUGH FRIDAY, 8 A.M. TO 4:30 P.M. ANYONE WHO MAY WISH TO APPEAL ANY DECISION THAT MAY BE MADE AT THIS HEARING WILL NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY ANIS EVIDENCE UPON WHICH THE APPEAL IS BASED. IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THIS MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772)-589-5330 AT LEAST 48 HOURS PRIOR TO THE MEETING. PUBLISHED: THURSDAY, FEBRUARY 10, 2005 CITY 4F W,ST-- HOME OF PELICAN ISLAND CITY Y 1225 MAIN STREET • SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5330 • FAX (772) 589-5570 LEGAL OPIMON 3 From: Rich Stringer, City Attorney, y Date: January 11, 2005 Re: Proposed ROW sale to Collins Development c� Receive N JAN 2005 P & Z CIZ ��, Growth M9mt w� 0, I am rendering this opinion in the matter addressed in the attached string of e-mails. I was not aware of these discussions until receipt of the January 5, 2005 e-mail from the City Engineer. Since the last e-mail., I have received plats found by Growth Management during the requested research. The subject rights-of-way originated from a single plat. As dedicated platted rights-of- way, they may not be sold or conveyed by the City. If the City finds that it will not have use for these rights-of-way (as indeed appears the case with dead-end parcels adjacent to the railroad), the land may be returned to private ownership by way of statutory abandonment procedures. While abandonment cannot be undertaken for monetary compensation, the theory is that the public good is served by returning the unneeded land to the successors of the original owners so that the land may once again generate tax revenue for the public. The exact division of the land after abandonment is provided by law. While I do not warranty ownership after abandonment, it appears that Collins would receive the ROW for everything except the half portion of Jackson Street that abuts the lots 11 and 12, which are owned by Wal- Mart. Although the railroad property abuts part of the "Palm Avenue" ROW, since the dedication of this roadway came from a plat separate from the railroad property, it would not be returned in whole to the platted lot owner instead of being divided. While it is unfortunate that Collins unnecessarily commissioned an appraisal, the landowner would be entitled to the land for the cost of an abandonment application, which is significantly less than $115,000. There should be too many misgivings with that; I just wish I had been brought in on this at the beginning. cc: Mayor and Council City Manager City Clerk City Engineer Growth Management Director "An Equal Opportunity Employer" Celebrating Our 75th Anniversary v a. a Q M O O M 00 0 d- 0 0 N C) 3 a 00 kD N 0 OD (V 0 N J G V) cD Z N ABBREVIATIONS AND SYMBOLS IRC IRON ROD AND CAP OAK LB LICENSED BUSINESS NO. NUMBER PINE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT SHRUB FD. FOUND O.R.B. OFFICIAL RECORD BOOK ecvlk MAPLE P.R.M. PERMANENT REFERENCE MONUMENT ``,v P.C.P. PERMANENT CONTROL POINT irk BM BENCHMARK CITRUS F.F. FINISH FLOOR AML ELEV. ELEVATION ELM E.O.P. EDGE OF PAVEMENT R RADIUS MISC. TREE L DELTA L LENGTH I.D. IDENTIFICATION GUY WIRE SEC. SECTION TWP. TOWNSHIP RGE. RANGE r \ / DETAIL B CONTAINS 0.002 ACRES MORE OR LESS � F s �. \o. -I F� ss �s s Z POINT OF BEGINNING S.W. CORNER LOT B, BLOCK 5 0. D�SGFL Q�R QS SANITARY MANHOLE SIGN ® DRAINAGE MANHOLE > LIGHT POLE ' ® WELL E MAIL OR PAPERBOX \ O HYDRANT a SOUTHERN BELL BOX \�\ wv CABLE TV BOX WATER VALVE + WATER METER `� POWERPOLE \ CLEANOUT -tg ELECTRIC BOX X / \ UNDERGOUND UTILITIES SIGN ® CATCH BASIN MONITORING WELL ® CURB INLET 1 RUV Sv M SANITARY VALVE M REUSE WATER VALVE TELEPHONE MANHOL Rer IRRIGATION VALVE ® POST WOOD OR EL YARD DRAIN PROPOSED DRAINAGE ❑ CONCRETE P ER POLE EASTERLY RIGHT OF WAY LINE OF THE F.E.C. RAILWAY EXISTING WETLA S = WETLANDS IMP TED = WETLANDS CO SERVED 12 EXISTING 50 LF OF DUAL 36" RCP (TO BE CLEANED OUT) NORTH PIPE SOUTH PIPE E. INV. EL. = 15.42 E. INV. EL. = 15.4 ' W. INV. EL. = 15.52' W. INV. EL. = 15.46 2.79 ACRES WETLANDS CONSERVED 1.08 ACRES WETLANDS IMPACTED 1.71 ACRES CURB INLET TOP=25.39 25.1 2 . �P 2 X 23. 3-a-- R\N 4Y �1 a� * ALL RAINFALL RUNOFF FROM THE PROPOSED BUILDINGS WILL BE DIRECTED TO THE STORMWATER MANAGEMENT TRACT VIA SHEET FLOWING ACROSS THE PAVEMENT AREAS TO THE STORMWATER CONVEYANCE SYSTEM. DRAINAGE STRUCTURE SCHEDULE STRUCTURE TOP INVERT ELEVATIONS BOTTOM NUMBER ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION O 29.00 24.00 23.50 TYPE "C" CATCH BASIL! �k 29.00 24.00 24.00 24.00 23.50 TYPE "C" CATCH BASIN O2 28.50 24.00 23.50 TYPE "C" CATCH BASK! "E O3 MODIFIED TYPE CATCH BASIN ® 28.50 24.00 23.50 24.00 23.00 DIVERSION STRUM-U. O5 25.50 22.00 21.50 TYPE "C" CATCH BASIN �k O6 24.50 21.50 21.00 TYPE "C" CATCH BASIN �K U7 23.50 20.00 19.50 19.00 16.50 18.50 TYPE "C" CATCH BASIN END OF PIPE ® 22.8000NTROL 20.30 19.80 MODIFIED TYPE "C" CATCH BASIN ,k STRUCTURE 9O 20.00 MITERED END SECTION 10 11 26.00 21.00 21.00 20.00 19.50 TYPE "C" CATCH BASIN 1© 30.00 24.00 24.00 23.50 4'-0"0 STORM MANHOLE �k 13 29.00 24.00 23.50. TYPE "C" CATCH BASIN �k 29.00 24.00 24.00 23.50 TYPE "C" CATCH BASIN �k 14 * H-20 TRAFFIC BEARING GRATE (0�'� N\GNUS i G�PN gFz\ � 4 \ o P � 5 O found 1 /2" irc \ \ stamped lb 4644 11 /4/99 TRAFFIC CONTROL CURBINLET V BOX I � TOP=28.77 S 7 \o '9 TRAFFIC CONTROL o0 29 TI BOX 30 8 5 LF OF 15" NON - PERFORATED ADS N-12 0 <3 36 1 \ \ /�j5rk 35. G� Rpp 10 \ \ 1 0<�\� � \ 8.95- 34� o 0 \ o' 3 O® PROPOSED 4' HIGH CHAN, LINK FENCE P J F EASTERLY RIGHT OF WAY LINE OF THE F.E.C. RAILWAY X18.95 i C�\N.aaOx \ Y)v 5 Lc x�5" NON-PPGRATED ADS N-12 �?36 LF OF 1 "NON- \ !y \ \ PERFORAADS N-12 ti is \ 2 3 \ 00 7 tJs 156.00 6.0 \ \ � � 14 13 \ \ 1 " = 40' - 0" LOCATION MAP SITE INFORMATION OWNER ROBERT COLLINS 9235 SOUTH HIGHWAY A-1-A MELBOURNE BEACH, FLORIDA 32951 321-953-8667 SURVEYOR MASTELLER, MOLER & REED, INC. 2205 14TH AVENUE VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 ZONING CG LAND USE COMMERCIAL SITE DATA SITE AREA = 252,050 SF = 5.79 Ac = 100.0% BUILDING AREA = 51,700 SF = 1.19 Ac = 20.5% CONCRETE AREA = 6,450 SF = 0.15 Ac = 2.6% PAVEMENT AREA = 93,724 SF = 2.15 Ac = 37.2% TOTAL IMPERVIOUS AREA = 151,874 SF = 3.49 Ac = 60.3% TOTAL OPEN AREA = 100,176 SF = 2.30 Ac = 39.7% BUILDING HEIGHT BUILDING HEIGHT = 18' PARKING DATA PARKING REQUIRED = 1 SPACE/200 SF(51,700 SF) = 259 SPACES PARKING PROVIDED = 259 SPACES (247 STANDARD AND 12 HANDICAPPED) PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL CITY OF SEBASTIAN TREE REMOVAL PERMIT CITY OF SEBASTIAN LAND CLEARING PERMIT INDIAN RIVER COUNTY UTILITY PERMIT F.D.O.T. RIGHT-OF-WAY PERMIT S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT FLOOD ZONE THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 12061 CO013 E, DATED MAY 4TH, 1989. SURVEY BENCHMARK THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: THE TOP OF AN IRON ROD AND CAP STAMPED LB4644 AS DEPICTED ON THIS SURVEY. THE ELEVATION=21.76 WASTEWATER SOURCE INDIAN RIVER COUNTY UTILITIES FORCEMAIN WATER SOURCE INDIAN RIVER COUNTY UTILITIES WATER MAIN SITE ADDRESS U.S. HIGHWAY NO.1 VERO BEACH, FLORIDA 32958 LEGAL DESCRIPTION LOTS 1 THRU 22 INCLUSIVE OF BLOCK 8, TOGETHER WITH THAT PORTION OF LOT B, BLOCK 5 LYING WEST OF THE WEST RIGHT- OF WAY LINE OF U.S. HIGHWAY NO. 1 TOGETHER WITH THAT PORTION OF ABANDONED PARK AVENUE LYING ADJACENT TO LOTS 1 AND 22 OF BLOCK 8 AND WEST OF THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1. ALL OF THE ABOVE LOCATED IN AMENDED PLAT OF OCEAN BREEZE HEIGHTS SUBDIVISION AS RECORDED IN PLAT BOOK 2, PAGE 9 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. CONTAINING 3.42 ACRES MORE OR LESS BWCE A. Mp/O�i,, �G�4/�F�L �FE p#E4475229`' 13 - 00 0 N 1 0 o Of -7 lrf : 0 v Z W w QN w e( W M �"� o�Zaom U ; o 016 0 col co !JL a Z U) '� W Z X m a U. a Z0 a x m > m c L a 0 0 J LL_ V♦ j W j 0 ® I.i. I 2 N �V m Ld SHEET cl OF n 02-768 -1/2" TYPE 5 -1 A5PHALTIG CONCRETE ON5TKUGT 6" COQUINA OK 6" 6" LIME ROCK DASE COMPACTED TO 95Z MAX. DRY DEN5ITY PER AA5HTO T -160 METHOD, L15K 100 5TADILIZED 5USGRADE MIN. DEPTH OF 8", COMPACTED TO 96% MAX. DRY DENSITY PER AA5HTO T -160 METHOD, MIN. FDV 50 P51. FLEXIBLE PAVEMENT SECTION N,T.S. 5AW -GUT AND TACK GOAT EX 15T ING EDGE EXISTING ASPHALT - PROPOSED A5PHALT PAVEMENT EXISTING 15A5E PROPOSED DASE EXISTING 5UD -GRADE PROPOSED 5UD - GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. 5" UNKEINFORCED CONCRETE (F'Ga3000 P.5.1.) •d a �--6" 5TADILIZED 5U6-GRA0E FP V OF 50 P.5.1. COMPACTED TO 987 MAX, DRY 0EN5ITY PER AASHTO T -180 METHOD CONCRETE PAVEMENT SECTION NTS (ALTERNATE) MATCH EXISTING GRADE SAW -GUT EXISTING, A5PHALT AT SAW -GUT EX I5T I N6 PKOP05ED ASPHALT CONCRETE PAVEMENT 5TADILIZED 5UDGRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. (ALTERNATE) 7" .. , 1. .1 #4 DOWELS FOR ANCHOR I NG #4 DOWEL o 2f (2 REQUIRED) 6-0" FRONT ELEVATION 5ECTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T,S, 5- 0" 1-1/2" TYPE 5 -1 - A5PHALTIG CONCRETE SLOPE / PLAN SLOPE / PLAN w •`�`j.-- -x-max. .. x . ' k x , ' , x' 6X6 10/10 WWM 1# 4 DAR CONT. 6" LIMEKOGK OR MIN. COQUINA DASE 6" 5TADILIZED 5UD - GRADE CONCRETE SIDEWALK DETAIL N.T.S. 5'-0" SLOPE / PLAN �i s=111=1I • ex, x . x . x x x' X X I 6X6 W1.4MA WWF CONCRETE SIDEWALK DETAIL N,T,S, 12" HAND I GAPPED PARKING 516N PER FTP -26 = BLUE• WHITE LOCATE SIGN AT CL lice fill! AND HEAD OF EACH HANDICAP STALL. SIGN _T ON EACH SIDE OF PIPE WHERE APPLICABLE 2 "X2" STEEL 7 EXTENDED INTI FILLED PIPE. �I ILI W w W Cb 12" DIA. CONCRETE FOUNDATION 6" BEL( 66' 6' 6' FROST LINE (3 FEET n�2 MIN. BELOW FIN. GR NOTE5- 1. TOP PORTION OF FTP 26 SHALL HAVE A REFLECTIVE DLUE DACKGROUND WITH REFLECTIVE 5YM130L AND DOKDEK. 2. DOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE SAGKGROUND WITH DLAGK OPAQUE LEGEND AND DOKDER, 3. FTP 25 15 FOR U5E IN AREA5 WHERE $PAGE 15 LIMITED. 4. HEIGHT 5HALL DE 7 FEET MEA5UKED FROM THE GROUND OK SIDEWALK TO THE DOTTOM OF "PERMIT ONLY" 516N OR 6 FEET TO THE DOTTOM OF $250 FINE" 51C HANDICAPPED SPACE DETAIL NTS �IREGTIpN OF PLOW FAOfiIG- i _I) ®AGXFIL SILT -BARRIER IFADKIC FENCE) TRENCH - - - - w % to I 2 5 12 0 ELEV=28.50' FINISHED PAVEMENT GRADE Z® FILTER CLOTH (TERRRAFIX RI ALL AROUND 12" MIN. LAP AT TOP) TOP OF TRENCH s .: EL. = 26.00' GENEKAL NOTES �I Q i. CONTRACTOR IS RESPONSIDLE FOR CHECKING EROSION AND SEDIMENTATION CONTROL NOTES ACTUAL SITE O CONDITIONS 15EFOKE STARTING GON5TKUGTION. CONSTRUCTION AGTIVITIE5 CAN KE5ULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OK GROUND WATERS. 2. ANY DI5GREPANGIE5 ON THE DRAWINGS SHALL DE 6R000HT TO ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS 15 SEDIMENT DUE TO THE ATTENTION OF THE ENGINEEK DEFOKE COMMENCING WORK. ER0510N. EXCESSIVE QUANTITIES OF 5EDIMENT WHICH REACH WATER DODIE5 OF FLOODPLAIN5 HAVE 6EEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, 3. CONTRACTOR SHALL 015TAIN ALL REQUIRED DUILDIN6 PERMITS 61OLOGIGAL AND CHEMICAL PROPERTIES. TRANSPORTED 5EDIMENT CAN f5EFOKE COMMENCING WORK. OD5TKUGT STREAM GHANNEL5, REDUCE HYDRAULIC CAPACITY OF WATER DODIE5 OF FLOODPLAIN5, REDUCE THE DE51GN CAPACITY OF CULVERTS AND OTHER 4. CONTRACTOR SHALL DE KE5PON510LE FOR LOCATION OF ALL WORKS, AND ELIMINATE DENTHIG INVEKTEDKATE5 AND F15H 5PAWNING EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL 5Uf55TKATE5 DY SILTATION. EXCESSIVE SUSPENDED 5EDIMENT5 REDUCE CONCERNED UTILITIES AT LEAST 46 HOUK5 IN ADVANCE FOR LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. GON5TKUGT ION OPEKAT I ON5. MINIMUM STANDARDS 5, NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO DE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 1. 5EDIMENT 13A51N AND TKAP5, PERIMETER DIKES, 5EDIMENT DARRIEK5 AND OTHER MEASURES INTENDED TO TRAP SED 15" PERFORATED ADS PIPE " 1" WASHED DRAINFIELD ROCK 6. 7. ALL CONSTRUCTION SHALL DE COMPLETED IN ACCORDANCE WITH THE APPLIGADLE OKDINANGE5 OF 5EDA5TIAN, FLORIDA. DOUNDAKY AND TOPOGRAPHIC, INFORMATION PREPARED DY MA5TELLAK, MOLER AND REED, INC., DATED 11/04/99. ALL ELEVATIONS ID15T SHALL DE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTRIDUTING ACTIVITY AND SHALL DE MADE FUNCTIONAL DEFOKE UN5LOPE LAND D15TUKDANGE TAKES PLACE. 2. ALL 5EDIMENT CONTROL MEA5UKE5 ARE TO DE ADJUSTED TO MEET FIELD III A F• ARE PER DENGHMAKK REFERENCED ON THI5 SURVEY. CONDITIONS AT THE TIME OF CON5TKUGTION AND DE GON5TKUGTED s ®; ; 15" PERF. ADS N-12 PRIOR TO ANY GRADING OR D 15TUKDANCE OF EXISTING 5UKFAGE "• A ., INV. EL. = 24.00' 6. REFER TO SOILS REPORT PREPARED DY K5M ENGINEERING AND MATERIAL ON f3ALANGE OF SITE. PERIMETER SEDIMENT DAKRIERS � • a TE5TIN6,INC.,INCDATED 06/16/03 FOR EXISTING 501L CONDITIONS. SHALL DE CONSTRUCTED TO PREVENT 5EDIMENT OR TRASH FROM FLOWING - • " ` ' "' " ° a BOTTOM OF TRENCH ,}� 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL OR FLOATING. TO ADJACENT PROPERTIES. N EL. = 23.00' 5UD-GRADE AND DA5E. TE5T5 SHALL DE PREPARED PER A5HTO 3. PERMANENT OK TEMPORARY 501L 5TADILIZATION SHALL DE APPLIED TO O -o^ T-180 METHOD. DENUDED AREA5 WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT ON ANY PORTION OF THE 51TE. TEMPORARY 501L 5TADILIZATION SHALL DE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY PROPERTY LINE. NOT DE AT FINAL GRADE DUT WILL REMAIN UND15TUKDED FOR LONGER E:XIFIL.TRATION TRENCH DETAIL 11. ENGINEER SHALL DE NOTIFIED AT LEAST 46 HOURS IN ADVANCE THAN 30 DAY5, PERMANENT 5TADILIZATION SHALL DE APPLIED TO AREAS THAT FOR ANY INSPECTION. ARE TO DE LEFT UNDI5TUKDED FOR MORE THAN ONE YEAR. NTS PAVEMENT FINISHED GRADE TOE IN FL A DRAINFIELD ROCK SODDED 51_7 I '!o FILTER CLO "n r-- EXI5TIN6 GRADE TOE OF 5LOR� \( --- VARIES FADK I C FENCE 51 LT - DAKK I EK 1 TWO (2) rHKOUGH DALED HAY 51 LT - DAKK I EK PEK I METEK EK05ION AND 5EDIMENT CONTKOL L CONTRACTCK 15 REQUIRED TO PREVENT ANY 5E0IMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER DALED HAY OR FABRIC FENCE TYPE SILT L,ARRIER 15 ACCEPTABLE, THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION 15 ESTABL.I51 ED. 2. BEFORE REMOVING SILT BARRIER, GONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUAIIA-ATEO SILT. 5 I LT FENCE DETAIL 12" GAP OUTFALL f 3'-4" 2'-D„ FIND SWA�LI: H.S. 20 TRAFFIC GRATE LW e Sm FFIMSEE PLP SIZE 5EETORAINAGE PLANS FOR ELEV. COMPACTED SUBGRADE SECT ION 12" GRAVEL SUMP PRE -CAST TYPE 5'-10" 4'-4" 3'-O" FINI5HM;) GRADE 1500CW 5WALEI/ anm�r /wrwrrn�---�r•--ir�rR m /1/►/►•�rl/1►//11►I►Ik 1/ /► /► • 1►1/1►// 111►/I I I I COMPACTED SUBGRAOE SECT ION 12" GRAVEL SUMP NTS TRAFFIC SEARING GRATE ---CATCH BASIN AS SPECIFIED / ON DRAINAGE PLANS FILTER CLOTH ' 4, 6„ .. !; d -5' LENGTH NON -PERFORATED PIPE EACH SIDE (TYPICAL) \\__DRAiNFIELD ROCK,-' EXFILTRATION TRENCH PIPE CONNECTION DETAIL FKOL 5TRUGTURE FFILD TYPE C' INLET. 12" GAP 12. CONCRETE PAVEMENT ALTERNATE 5HALL DE PROVIDED WITH 4. DURING GON5TKUCTION OF THE PROJECT, 501L 5TO(,KPILE5 SHALL DE 5TADILIZED OR PROTECTED WITH 5EDIMENT TRAPPING MEASURES. THE CONTRACTION JOINTS (20' MAXIMUM $PAGING) WITH 1-112' DEPTH. APPLICANT 15 KE5PON510LE FOR THE TEMPORARY PROTECTION AND 1.3. CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH A PERMANENT 5TADILIZATION OF ALL SOIL STOCKPILES ON SITE A5 WELL PIGMENTED LIQUID MEMDKANE DURING COMPOUND CONFORMING A5 501L INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. TO THE REQUIREMENTS OF A5TM DESIGNATION 1309). 5, A PERMANENT VEGETATIVE GOVEK 5HALL DE E5TADLI5HED ON DENUDED 1.4. ALL TRAFFIC CONTROL DEVICES 5HAL1- DE IN ACCORDANCE WITH AREAS NOT OTHEKW I5E PERMANENTLY 5TADILIZED. PERMANENT VEGETATION SHALL NOT DE CONSIDERED E5TADLI5HED UNTIL A GROUND M.U.T.C.D. 5TANDARD5. COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 15. ALL CONSTRUCTION SHALL DE IN ACCORDANCE WITH THE FLORIDA UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL I NH I D I T EROSION. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR 6. 5TADILIZATION MEA5UKE5 SHALL DE APPLIED TO EARTHEN STRUCTURES ROAD AND DRIDGE CONSTRUCTION', DATED 2000. SUCH A5 DAM5, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 16. ALL PARKING SPACE MAKKIN65, WITH THE EXCEPTION OF THE HANDICAPPED PARKING 5PAGE5, 5HALL DE MARKED IN WHITE 7. 5URFAGE RUNOFF FROM DI5TUR15EO AREAS THAT 15 COMPRISED OF FLOW RETRO-REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH FROM DRAINAGE AREAS GKEATEK THAN OR EQUAL TO THREE AGRE5 SHALL THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.) STANDARD DE CONTROLLED DY A SEDIMENT DA51N. THE 5EDIMENT DA51N SHALL SPECIFICATIONS FOR ROAD AND DRIDGE CONSTRUCTION, 2000, DE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED PERFORATED PIPE SECTION 710. 5EDIMENT LOADING FROM THE LAND-D15TURDING, ACTIVITY. THE (ADS N-12) 17. ALL HANDICAP PARKING SPADES SHALL DE PROPERLY SIGNED AND OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC TOTAL DRAINAGE AREA FLOWING THROUGH THE DI5TUKDED AREA TO DE SERVED DY THE DA51N. DESIGN 5TANDARD5 INDEX NO. 17346. 16, ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED 6. AFTER ANY 51GNIFIGANT RAINFALL, 5EDIMENT CONTROL STRUCTURES 5PAGE5 5HALL DE 4' WIDE, WHITE REFLECTIVE TRAFFIC PAINT. WILL DE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 5HALL 5E CORRECTED IMMEDIATELY. 19, ALL COMPACT 5PAGE5 5HALL DE MARKED "COMPACT" ON THE STALL 9• CONCENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL 5LOPE5 OR TIRE STOP. aRATE EL.- 23.9Q' PLAN ...EDT I ON PRE --CAST TYPE 'C' CATCH BASIN (CM71 ROL STRUCTURE #9) 5' F.F.EL. 27.20' UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN 5TRUGTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OK EXISTING PRO fiERTY LINE OTHER PROTECTION SHALL DE PROVIDED, It. SEDIMENT WILL DE PREVENTED FROM ENTERING ANY STORM DRAIN PR0�05ED SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE PRO EKTY LINE MADE OPEKADLE DURING GON5TKUGTION SHALL DE PROTECTED 50 THAT 11 6' 14' AKIE$ 14' 6' 10.5' 10.5' 40'= 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE 5Y5TEM WITHOUT FIK5T DEING, FILTERED OK OTHEKW15E TREATED TO REMOVE 5T KMWA ER EXISTING SEDIMENT. MAN GE ENT RA T WETLAND FULLY 5 D TOR WATER I 12. DEFOKE TEMPORARY OR NEWLY CONSTRUCTED 5TOKMWATEK CONVEYANCE TRACT A D LOP 5 GHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OK PERMANENT CHANNEL LINING, 5HALL DE 4' Hl - H IN 4.0 IN5TALLED IN DOTH THE GONVEY.FNGI GI-:ANNEL AND RECEIVING L I K FENCE 51LT I LOG FENGi_ _T I ON CHANNEL. STEMWAILL 1 L- 13. WHEN WORK IN A LIVE WATERGOUK5E 15 PEKFOKMED, PKECAUTION5 G TR L E 5' MAT H E>;15TING 5 &KAf E SHALL DE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT 11 TKAN5POKT AND 5TA51LIZE THE WORK AREA TO THE GREATE5T EXTENT 1 L- 3 3 P0551 DLE DURING GON5TKUGT I ON. NONEKODIDLE MATERIAL SHALL DE 3 3 _ U5ED FOR THE CONSTRUCTION OF GAU5EWAY5 AND GOFFEKDAM5. EARTHEN FILL MAY DE U5ED FOR THE5E 5TKUGTUKE5 IF ARMORED DY NONEKODIDLE COVER MATERIALS. FIDE 1 J 1 I 14. WHEN A LIVE WATERCOUR5E MUST DE GROSSED DY CONSTRUCTION 2 1 2 )F 15" GAP EL, 26,50' F.F.EL. 25.50' TRUCTUKE _YPE 'E' INLET GRATE EL.- 26.50' a SECT ION PRE -CAST TYPE 'E' CATCH BASIN (CONTROL STRUCTURE #4) VEHICLES, A TEMPORARY STREAM CK0551NG CONSTRUCTED OF NONEKODIDLE MATERIAL SHALL DE PROVIDED. 15. THE 5ED AND 5ANK5 OF A WATERCOURSE SHALL DE 5TA15ILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE 15 COMPLETED. SECT I ON A - A 16. PERIODIC, INSPECTION AND MAINTENANCE OF ALL 5EDIMENT CONTROL 5TKUGTUKE5 MU5T DE PROVIDED TO ENSURE INTENDED PURPOSE 15 AGCOMPL 15HED. THE DEVELOPER, OWNER AND/OR CONTRACTOR 5HALL DE CONTINUALLY RE5PON510LE FOR ALL 5EDIMENT LEAVING THE PROPERTY. 5EDIMENT CONTROL MEASURES SHALL 5E IN WORKING, CONDITION AT THE EXISTING END OF EACH WORKING DAY. 25' WETLAND SUFFER WETLANDS EXISTING Ii PKO�ERTY LINE 17, UNDERGROUND UTILITY LINES SHALL DE INSTALLED IN ACCORDANCE II PROtO5ED WITH THE FOLLOWING 5TANDARD5 IN ADDITION TO OTHER APPLIGADLE 4' 6' VARIES 40'- + PRDII� KTY LINE CKITEKIA- Q p STORMWATER A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT MANAGEMENT TRACT ONE TIME. o v D. EXCAVATED MATERIAL 5HALL DE PLACED ON THE UPHILL 51DE OF ~ F LLY 50D 5TOKMWATER I I TRENCHES. �;, T ACT AND SLOPES !� C. EFFLUENT FROM DEWATEKIN6 OPEKATION5 5HALL DE FILTERED OK 5 0 4' HIGH SILT I PA55ED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OK 1 FENCE DOTH, AND DISCHARGED IN A MANNER THAT DOE5 NOT ADVER5ELY 5TEMWALL� 5 I MATCH I EXISTING G ADE AFFECT FLOWING STREAMS OR OFF-51TE PROPERTY. AT WEj> LAND5. EL. 20.50''- 1 �- _ _ _ _ I - D. KE5TADILIZATION SHALL DE AGGOMPLI5HED IN ACCORDANCE WITH 4 - - - - - - - - - - + THESE KEGULATION5 18. 5ECT I ON D - D N,T,S. 19. 20. 21. 22. 23. WHERE CON5TRUCTION VEHICLE AGGE55 ROUTE5 INTEK5EC,T PAVED PUDLIG KOAD5, PKOV151ON5 SHALL DE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT DY TRACKING ONTO THE PAVED 5URFAGE, WHERE 5EDIMENT 15 TRAN5PORTED ONTO A PUDLIG ROAD 5URFAGE WITH CUKDS AND GUTTEK5, THE ROAD 5HALL DE GLEANED THOROUGHLY AT THE END OF EACH DAY. 5EDIMENT 5HALL 5E REMOVED FROM THE ROADS DY SHOVELING, OK 5WEEPIN6 AND TRANSPORTED TO A 5EDIMENT CONTROL D15P05AL AREA. 5TKEET WASHING, 5HALL DE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN TH15 MANNER. THI5 PKOV151ON SHALL APPLY TO INDIVIDUAL 5UD1DI V 15 I ON LOT5 A5 WELL A5 TO LAK6EK LAND-DI5TKIDUTING AGTIVITIE5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL DE KEMOVED WITHIN 30 DAY5 AFTER FINAL 51TE 5TADILIZATION OK AFTER THE TEMPOKARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. D15TURSED 501L AREAS RESULTING FROM THE D I5P051 T I ON OF TEMPORARY MEA5UKE5 SHALL DE PERMANENTLY 5TADILIZED TO PREVENT FURTHER EK05ION AND SEDIMENTATION. PROPERTIES AND WATEKWAY5 DOWNSTREAM FROM CONSTRUCTION 51TE SHALL DE PROTECTED FROM 5EDIMENT D151`051TION AND EK0510N. PHASED PKOJECTS SHOULD 5E CLEARED IN CONJUNCTION WITH CON5TKUGT ION OF EACH PHA5E. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE KEQUIKEMENT5 IN INDEX N05. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DE51 GN STANDARDS. THE KEVIEWEK MAY APPROVE MODIFIGATION5 OK ALTER PLANS TO THESE EK05ION CONTROL GKITERIA DUE TO SITE SPECIFIC, CONDITIONS, FBHS BEFORE DIGGING L TOLL FREE -432-4770 E STATE ONE CALL FLORIDA, INC. BRUCE A. MOM, FL FE #147529 AARO/V J. BOWLES, FL Pff #1553V z O L to _j � Q fY :2Q U Z C Lu r 0 Q 0 W N 0M 9) P U vtu za °0 w 0 a > a 0 N W 3 H U. (Y �i 40 = mot^o Q y IA .4 W Z X ® p N m C 0a I LL a o W f3 U > C0 L 0 Of Oo LL J a 00 z 0 O `) (L w > SHEET C2 OF 2 02-768 z Q Z