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HomeMy WebLinkAbout2009-150 � 4 () (7 13A ,a 6q- ls-© AGREEMENT TO PURCHASE , SELL , AND LEASE REAL ESTATE BETWEEN MICHAEL AND TAFFI ABT AND INDIAN RIVER COUNTY THIS AGREEMENT TO PURCHASE AND SELL REAL ESTATE ( "Agreement" ) is made and entered into as of the 2nd day of dune , 20099 by and between Indian River County , a political subdivision of the State of Florida ( "COUNTY ' ) , and Michael and Taffi Abt , ( "SELLERS " ) , who agree as follows : WHEREAS , SELLERS own property located at 6780 85th Street , Vero Beach , Florida . A sketch of said property is attached hereto as Exhibit "A" and incorporated by reference herein ( "the Sketch" ) ; and WHEREAS , COUNTY , is scheduled to expand CR510 and 66th Avenue in the near future and the road expansion will impact and affect Abts' property; and WHEREAS , in order for COUNTY to proceed with its road expansion plans , COUNTY needs to purchase property to be used as right-of-way from landowners adjacent to CR510 and 66th Avenue ; and WHEREAS , COUNTY has contacted SELLERS and has offered to purchase approximately 4 . 03 acres of property from SELLERS to be used as right-of-way as depicted on the Sketch (the Property) ; and WHEREAS , SELLERS are represented by Raymer F . Maguire III of the law firm of Fixel , Maguire & Willis , 1010 Executive Center Drive , Suite 121 , Orlando , Florida ; and WHEREAS , COUNTY is prepared to take the Property by using its power of eminent domain ; and WHEREAS , SELLERS and COUNTY wish to avoid the risk , time and expense of litigation by entering into this agreement for sale and purchase of the Property ; NOW, THEREFORE , in consideration of the mutual terms , conditions , promises , covenants and premises hereinafter, COUNTY and SELLERS agree as follows : 1 . Recitals . The above recitals are affirmed as being true and correct and are incorporated herein Page 1 of 8 2 . Agreement to Purchase and Sell . The SELLERS hereby agree to sell to COUNTY , and COUNTY hereby agrees to purchase from SELLERS , upon the terms and conditions set forth in this Agreement , those certain parcels of real property located at 6780 85th Street , Vero Beach , illustrated in the Sketch , containing approximately 4 . 03 acres , and all improvements thereon , together with all easements , rights and uses now or hereafter belonging thereto ( collectively , the " Property" ) . 2 . 1 Purchase Price , Effective Date . The purchase price ( " Purchase Price" ) for the Property shall be $ 552 , 900 as appraised by All Real Estate Appraisals and is delineated as follows : Parcel 141 (2 . 082 acres of 29 . 00 acres ) - $ 174 , 300 ; Parcel 211 ( 1 . 09 acres of 1 . 09 acres ) - $ 153 , 100 ; Parcel 241 ( 7 , 200 square feet of 43 , 560 square feet) - $37 , 200 ; Parcel 242 ( 7 , 200 square feet of 43 , 560 square feet ) - $ 37 , 200 ; Parcel 243 ( 7 , 200 square feet of 43 , 560 square feet) - $49 , 100 ; and Parcel 244 ( 15 , 800 square feet of 130 , 680 square feet) - $ 102 , 000 . The Purchase Price of $552 , 900 shall be paid on the Closing Date , The Effective Date of this Agreement shall be the date upon which COUNTY shall have approved the execution of this Agreement , either by approval by the Indian River County Board of County Commissioners at a formal meeting of such Board or by COUNTY Administrator pursuant to his delegated authority . The total Purchase Price is comprised of the following : $ 174, 300 ( Parcel 141 ) + $ 153 , 100 ( Parcel 211 ) + $ 37 , 200 ( Parcel 241 ) + $ 37 , 200 ( Parcel 242 ) + $49 , 100 ( Parcel 243 ) + $ 102 , 000 ( Parcel 244) _ $ 5521900 . 3 . Title . SELLERS shall convey marketable title to the Property by warranty deed free of claims and liens ; but subject to easements and encumbrances of record , property taxes for the year of Closing and covenants , restrictions and public utility easements of record provided (a ) there exists at Closing no violation of any of the foregoing ; and ( b ) none of the foregoing prevents COUNTY' S intended use and development of the Property ( " Permitted Exceptions" ) . 3 . 1 COUNTY may order an Ownership and Encumbrance Report or Title Insurance Commitment with respect to the Property. COUNTY shall within fifteen ( 15 ) days following the Effective Date of this Agreement deliver written notice to SELLERS of title defects . Title shall be deemed acceptable to COUNTY if (a ) COUNTY fails to deliver notice of defects within the time specified , or ( b ) COUNTY delivers notice and SELLERS cure the defects within thirty (30 ) days from receipt of notice from COUNTY of title defects ( " Curative Period " ) . SELLERS shall use best efforts to cure the defects within the Curative Period and if the title defects are not cured within the Curative Period , COUNTY shall have thirty ( 30 ) days from the end of the Curative Period to elect, by written notice to SELLERS , to : ( i ) to terminate this Agreement , whereupon Agreement shall be of no further force and effect , or ( ii ) extend the Curative Period for up to an additional 90 days ; or ( iii ) accept title subject to existing defects and proceed to closing . Page 2 of 8 4 . Representations of the SELLERS . 4 . 1 SELLERS are indefeasibly seized of marketable , fee simple title to the Property, and are the sole owners of and have good right , title , and authority to convey and transfer the Property which is the subject matter of this Agreement, free and clear of all liens and encumbrances . 4 . 2 From and after the Effective Date of this Agreement, SELLERS shall take no action which would impair or otherwise affect title to any portion of the Property, and shall record no documents in the Public Records which would affect title to the Property, without the prior written consent of COUNTY. 4 . 3 There are no existing or pending special assessments affecting the Property, which are or may be assessed by any governmental authority , water or sewer authority, school district , drainage district or any other special taxing district . 5 . Default. 5 . 1 In the event COUNTY shall fail to perform any of its obligations hereunder, the SELLERS shall , at their sole option , be entitled to : ( i ) terminate this Agreement by written notice delivered to COUNTY at or prior to the Closing Date and thereupon neither the SELLERS nor any other person or party shall have any claim for specific performance , damages , or otherwise against COUNTY; or ( ii ) waive COUNTY' S default and proceed to Closing . 5 . 2 In the event the SELLERS shall fail to perform any of their obligations hereunder, COUNTY shall , at its sole option , be entitled to : ( i ) terminate this Agreement by written notice delivered to the SELLERS at or prior to the Closing Date and thereupon neither COUNTY nor any other person or party shall have any claim for specific performance , damages or otherwise against the SELLERS ; or ( ii ) obtain specific performance of the terms and conditions hereof, or ( iii ) waive the SELLERS ' default and proceed to Closing : 6 . Closing 6 . 1 The closing of the transaction contemplated herein ("Closing" and "Closing Date " ) shall take place within 45 days following t . The parties agree that the Closing shall be as follows : �f�vc v h � �} �' �;� � ,�ri y ! ' ( a ) The SELLERS shall execute and deliver to COUNTY a warranty deed conveying marketable title to the Property, free and clear of all liens and encumbrances and in the condition required by paragraph 3 . Page 3 of 8 ( b ) The SELLERS shall have removed all of their personal property and equipment from the Property and SELLERS shall deliver possession of the Property to COUNTY vacant and in the same or better condition that existed at the Effective Date hereof. ( c) If SELLERS are obligated to discharge any encumbrances at or prior to Closing and fail to do so , COUNTY may use a portion of Purchase Price funds to satisfy the encumbrances . ( d ) If the SELLERS are non-resident aliens or a foreign entity , SELLERS shall deliver to COUNTY an affidavit, in a form acceptable to COUNTY, certifying that the SELLERS and any interest holders are not subject to tax under the Foreign Investment and Real Property Tax Act of 1980 . ( e ) The SELLERS and COUNTY shall each deliver to the other such other documents or instruments as may reasonably be required to Close this transaction . 6 . 2 Taxes . All taxes and special assessments which are a lien upon the property on or prior to the Closing Date ( except current taxes which are not yet due and payable ) shall be paid by the SELLERS . 7 . Closing Costs ; Expenses COUNTY shall be responsible for preparation of all Closing documents . 7 . 1 COUNTY shall pay the following expenses at Closing : 7 . 1 . 1 The cost of recording the warranty deed and any release or satisfaction obtained by SELLERS pursuant to this Agreement . 7 . 1 . 2 Documentary Stamps required to be affixed to the warranty deed . 7 . 1 . 3 All costs and premiums for the owners ' marketability title insurance commitment and policy, if any. 7 . 1 . 4 Engineering costs negotiated by Morris Engineering , Inc. 761 . 5 Attorney' s fees and costs of 5 . 75 % of the purchase price for Parcel 244 are $ 5 , 865 ( $ 1021000 X 5 . 75 % _ $ 5 , 865 ). Attorney' s fees and costs of 5 . 75 % of the purchase price for Parcel 243 are $2 , 823 . 25 ($49 , 100 X 5 . 75 % _ $2 , 823 . 25 ) . Attorney' s fees and costs of 7 % of the purchase price for Parcel 242 are $2 , 604 ( $371200 X 7 % _ $2 , 604 ) . Attorney' s fees and costs of 7 % of the purchase price for Parcel 241 are $ 2 , 604 ( $371200 X 7% _ $2 , 604 ) . Attorney' s fees and costs of 7 % of the purchase price for Parcel 211 are $ 10 , 717 ( $ 153 , 100 X 7% _ $ 10 , 717) . Attorney's fees and costs of 7 % of the purchase price for Parcel 141 are $ 12 , 201 ($ 174, 300 X 7% _ $ 12 , 201 ) . Total attorney fees are comprised of the following : $ 12 , 201 ( Parcel 141 ) + $ 10 , 717 ( Parcel Page 4 of 8 211 ) + $2 , 604 ( Parcel 241 ) + $2 , 604 ( Parcel 242 ) + $2 , 823 . 25 ( Parcel 243 ) + $ 5 , 865 ( Parcel 244 ) _ $36 , 814 . 25 . 7 . 1 . 6 Appraisal fees negotiated with All Real Estate Appraisals . 7 . 2 SELLERS shall pay the following expenses at or prior to Closing . 7 . 2 . 1 All costs necessary to cure title defect( s ) or encumbrances , other than the Permitted Exceptions , and to satisfy or release of record all existing mortgages , liens or encumbrances upon the Property . 8 . Miscellaneous, 8 . 1 Controlling Law . This Agreement shall be construed and enforced in accordance with the laws of the State of Florida . Venue shall be in Indian River County for all state court matters , and in the Southern District of Florida for all federal court matters . 8 . 2 Condemnation . In the event that all or any part of the Property shall be acquired or condemned for any public or quasi-public use or purpose , or if any acquisition or condemnation proceedings shall be threatened or begun prior to the Closing of this transaction , COUNTY shall have the option to either terminate this Agreement , and the obligations of all parties hereunder shall cease , or to proceed , subject to all other terms , covenants , conditions , representations and warranties of this Agreement , to the Closing of the transaction contemplated hereby and receive title to the Property, receiving , however, any and all damages , awards or other compensation arising from or attributable to such acquisition or condemnation proceedings . COUNTY shall have the right to participate in any such proceedings . 8 . 3 Entire Agreement. This Agreement constitutes the entire agreement between the parties with respect to this transaction and supersedes all prior agreements , written or oral , between the SELLERS and COUNTY relating to the subject matter hereof. Any modification or amendment to this Agreement shall be effective only if in writing and executed by each of the parties . 8 . 4 Assignment and Binding Effect Neither COUNTY nor SELLERS may assign their rights and obligations under this Agreement without the prior written consent of the other party . The terms hereof shall be binding upon and shall inure to the benefit of the parties hereto and their successors and assigns . 8 . 5 Notices . Any notice shall be deemed duly served if personally served or if mailed by certified mail , return receipt requested , or if sent via "overnight" courier service or facsimile transmission , as follows : Page 5 of 8 If to SELLERS : Michael and Taffi Abt 6780 85"' Street Vero Beach , Florida 329674619 If to SELLERS ' Attorney: Fixel , Maguire & Willis 1010 Executive Center Drive Suite 121 Orlando , Florida 32803 If to COUNTY : Indian River County 184025 1h Street Vero Beach , Florida 32960 Attn : Land Acquisition Either party may change the information above by giving written notice of such change as provided in this paragraph . 8 . 6 Survival and Benefit . Except as otherwise expressly provided herein , each agreement , representation or warranty made in this Agreement by or on behalf of either party , or in any instruments delivered pursuant hereto or in connection herewith , shall survive the Closing Date and the consummation of the transaction provided for herein . The covenants , agreements and undertakings of each of the parties hereto are made solely for the benefit of , and may be relied on only by the other party hereto , its successors and assigns , and are not made for the benefit of, nor may they be relied upon , by any other person whatsoever. 8 . 7 Attorney ' s Fees and Costs . In any claim or controversy arising out of or relating to this Agreement, each party shall bear its own attorney's fees , costs , and expenses . 8 . 8 . Counterparts . This Agreement may be executed in two or more counterparts , each one of which shall constitute an original . 8 . 9 . COUNTY Approval Required : This Agreement is subject to approval by Indian River County as set forth in paragraph 2 . 8 . 10 Beneficial Interest Disclosure : In the event SELLERS are a partnership , limited partnership , corporation , trust , or any form of representative capacity whatsoever for others , Sellers shall provide a fully completed , executed , and sworn beneficial interest disclosure statement in the form attached to this Agreement as an exhibit that complies with all of the provisions of Florida Statutes Section 286 . 23 prior to approval of this Agreement by COUNTY . However, pursuant to Florida Statutes Section 286 . 23 ( 3 ) ( a ) , the beneficial interest in any entity registered with the Federal Securities and Exchange Commission , or registered pursuant to Chapter 517 , Florida Statutes , whose interest is Page 6 of 8 for sale to the general public , is exempt from disclosure ; and where the SELLERS are a non-public entity , SELLERS are not required to disclose persons or entities holding less than five ( 5 % ) percent of the beneficial interest in the disclosing entity. (�; ' , 9 . Lease-back : COUNTY shall execute and deliver to SELLERS a lease of the Property at the Closing . The term of the lease shall begin the day of the Closing and end thirty ( 30 ) days prior to COUNTY' S start date on construction of CR 51 in front of the Property , but in no event sooner than one ( 1 ) year after the Closing Ahe lease v payment shall be one dollar ( $ 1 . 00 ) per year. erc� �� r6T rtv4h, � V� 10 . Wye River Farms, Inc. This Agreement is based on Indian River County' s project specifications attached hereto as composite Exhibit " B" and as said plans relate to Parcels No . 244 , 2439 242 , 242 , 211 and 141 and the remainder being implemented by COUNTY . Accordingly, if the project is not so implemented , SELLERS shall have the same remedies as would have been afforded to them had the case been resolved by verdict with said plans and specifications having been made a part of the record at trial . Central & Southern Florida Flood Control District v. Wye River Farms, Inc. , 297 So . 2d 323 ( Fla . 4th DCA 1974); cent. denied 310 So . 2d 745 ( Fla . 1975 ) . This provision shall survive the closing . 11 . Various Driveway Connections : COUNTY agrees to be responsible for the following : The current residential driveway at Station 241 +20 shall remain at Station 241 + 20 and be twenty-four feet ( 24' ) in width . The driveway at Station 245 + 15 ( Parcel 241 ) shall be relocated to Station 245+90 . The driveway at Station 237+80 ( Parcel 243 ) shall be twenty-four feet ( 24' ) in width . A twenty-four foot (24' ) driveway for Parcel 242 shall be installed at Station 244+50 . A twenty-four foot (24' ) driveway for Parcel 141 shall be installed on the new 66th Avenue right-of4ay at the approximate distance ( i . e . approximately station 537 +40 ) of the existing driveway from SELLERS ' northeast property corner. 12 . Left Tums : COUNTY has agreed to re-design the signing and marking portion of the CR 510 Road Improvement Construction Plans so that the SELLERS are allowed to make a left turn into the driveway connection at Station 237+ 80 . COUNTY has agreed to re-design the signing and marking portion of Sheet S31 and S32 of the CR 510 Road Improvement Construction Plans so that the SELLERS are allowed to make a left-hand turn into the driveway connection at Station 537+40 on 66th Avenue . 13 . Grandfather Clause : COUNTY shall document in a separate letter or document, SELLERS ' right to have one single family residence on Parcel 241 and Parcel 242 , even though neither parcel will be the minimum one acre required by current zoning . 14 . Re-Stakinq Right-ofWay Line : After the closing of this agreement , COUNTY shall stake the new right-of-way line within sixty ( 60) days of the SELLERS ' requesting Page 7of8 same in writing for the purpose of SELLERS moving or replacing their fence within said new right-of-way line . If SELLERS elect to move or replace their fence within the new right-of-way line at places that necessitate fill dirt to properly place a fence , SELLERS are authorized to place said necessary fill dirt on the COUNTY' S then-acquired right-of- way and SELLERS ' remaining property . SELLERS are not authorized or obligated by this provision to place fill dirt on other portions of the COUNTY'S then-acquired right-of- way or SELLERS ' remaining lands . IN WITNESS WHEREOF , the undersigned have executed this Agreement as of the date first set forth above . SELLERS : INDIAN RIVER COUNTY,, FLORIDA BOARD OF COUNTYZOMIMI`5SIONERS Ir 11 By. By : Michael Abt Wesley S . avis, Chairman Date Signed : Date Signed: % ju 6e 2 ,T2009 Attest : J . K . Barton , Clerk By: By affi Deputy CleeZ � rk Date Signed : 3 Date Signed : June 2 , 2009 Approved as to form and le sufficiency : William K. DeBraal Deputy County Attorney Page 8 of 8 y�FIn Ink qr, 1 N I 7 6 A o f t F t R i. . " A {{ .k IN i asT x o y p • 'L x " � . j � 5, } e b L SM '<' IN I � t t a P a, MI �. a .. IN I NNNI% } I NIN, •tet. �. ..� 'e- in e'er f V% oJA ` "€ < r a � is 4 ' b ' '• - Axa` c ^ ami ' :; 'ynI I IN S a "...y... � iii has 3;"tg)�c in In w A: PROP. R/W LINE - CONST. 2-24 PVC SIGNAL — — - — CONST. PULL BOXQON�T. 500 LF - '_ — -- — • INTERCONNECT CONDUITS OF ;2!-2* PVC SIGNAL O b4D __ . - - INTERCOk'NECT CONDUITS CONST. 5 ' SIDEWALK -­-F, -- 1--__ O CONST. TYPE 'F' 5-30 CON 42 2!7 LFFOOT EXIST. R/W LINE ® CONST. 447 Lf O O _ 92' RCP CURB CUTTER ' OF 42' RCP — OF 42" RCP O F,IF __ FF. I --. _ _. _.. - _.. O o __ _ . .. _ _ ._ - ._ - +14.37 -- PGC (IT) - + .0 _ -. -_ t- - _- - _ - _ _ _ - - _ - - - - - - - - - - -- - - - - - - �i +14.37 N 23 _0 L O -24, r oo r -� 1 CONSL ?.t"e� F NQB. ._ 23! _.. — - - . _. c\1 �t _ - - – 228 229 :Y:_ 23.9 tuna � _cttrER — .LONSI� 232 ' - – 2 - 4 ~ CONST la LF - -- I- ____ _ _ ,_._.._—� �.. _.-. OF IB RCP In S 89' 59' 98' E zF - 2 " SECTION LIN vaR. 2 s _ _ - uFFIFFIm, `� .Z dr a ,' - - :;: .r _... - HP OTRER P� .._. .. .__ _. - — o G FOOT -EXIST R W rL NE 23.00 RT \ +08 Q r . — — . . .CONST. TYPE _ F ' ° ' - - ' - — - -�— -T- .02 PGL fRTI FIT 015 CURB & GUTTER 5-29 :::R ", _ _ CONST. 5 SIDEWALKti — — — — — -- n CONST URBAN FLARED PROP. '. R1W LINE 5-28A S-� 5-30 - -. - - -� - TURNOUT LTYP.1 PER LIBERTY PARK " d PUD AGREEMENT CONST. iASPRALT DRIVE i STA. 232+00.00 LT STA. -229"+ .00 ..RT STA_ 22,9+80.00 LT - ONST iNizi — -CaPST�5 FlNiH - ZDNST: PS"'PIril INDEX NO. 200 & 2T1 - INDEX NO 200 & 211 INDEX N0. 200 & 211 EP. EL. = 21.45 EP. ELI 20.79 EP. EL = 20.79 sE. INV. 13- 50 N. INV. 16.90 .5 _INV /6.20 1 CLW. INV. 13.50 BOTTOM ELONST./PEO. ESNT. Tf9E. INV. 13.30 BOTTOM Eb . -W_INyA, L3.30 ... . . _ — -_ BOTTOM E(. 11.30 22 EXIST, GRADE LINE PROFILE RADE LINE I+1 0.300 O CONST. . (RT & LT Moe2 _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 20 — —_— -_ --_— S 30 20 18 ... - IB' IPE 16 CONST.. 42N RCP CONST. 4 . 4 RCP t INST. 42" RCP ' 14 I 10 r' � SCALE NOR: I " 40 4 Q N o � o ,� �, VERT: I' ..1� 8 228 00 229 00 30 00 231 x 23 00 9 FEV I510N5 _ Oc SCkIPTIGry 04TE BY Df5C.9lPTI0N �_� EVOJli'IN RIVER COUNTY - , . = - i "4FlomaWla5, lx BOARD OF COUNTY COMAMHONERs CR* 510 � 215T STKET SUITE IxROADWAY IMPROV7ZAfEN7S VE C0 ff ACH. FL J� PLAN & PROFME TO C$ 510 AND 66[6 AVENUE 4rJ1"7 5p9ili W n. MOiSW�YmeV+LM VNa(M'u PiPFROYe o� . PROPI R/W LINE CONST. 16 LF OF TIE TO EXIST - — — — — TLE TOE IST. ASPHALT DRIVE EL. 22.28 EL. 20.761 CONS F. 16 LF OF ASPHALT DRIVE CONST: 2 -2" PVC SIGNAL CONST, PULL BOX .f� IffTERGONNECT CONpI/T$ -- - CONST. URBAN FLAN v �L TURNOUT (TYP.) °-+' U ro 40 PROP. RM' Ll .— • CONST. •5' SIDEWALK BE - --- 42' RCP � FDOT EXIST. R/W LINE CONST. TYPE 'F' Gly -- CURB & GUTTER Q S-2B CONST. 307 LF . G/5 ' — .-. ._.. OF 36' RCP CONST: 500 Lf _, .__ . �._- __ I .. . _ -_ _ +OB 02 _ OF 2-2' PVC SIGNAL ''. -- - M - INTERCONNECT CONDUii $ 2?.gLT PGC CTJ- - _.. - �i - - -__ 3-_ - - CONST. -TYPE � kPA. , .. _- _ _ _ `.. - __ — — \ - M - - 234 cuRB a cuTYEe ' 235 - / C' - — - -. �_¢ CONST. - 236 — 27 ` a'R g +oe.02 SECTION LINE - 238 — — OO L7 _ S 89' 59' 46' E — Z - - - - CONST. TYPE F ' — — - - - -24' -- - - - - — S 89° 59' g8' E CURB 4 GUTTERCP - ----1--- _ G U r T u PGL lRTI q FOOT EXIST RrW LINE _ _ - - _ - LIBER7Y�PARK ROAD' \ —' .. - _ ! 0TH CONNECTfON /y. +35.01 T T FIT Y _ .. _ _ _ _ — _ — v 187 1 .. _ . . . _ _ T C ., s_ _ _ 5 . . 0 Nl8' RCP 5/.[)pRT - - 40'R -27 _ C CONST. 5 SIDEWALK CR CR N TO BE RELOCATED 5-27 --- R S-27A 5-28 __—.. _. h BY OTHERS lTYP.) — — — _ CONST. CURB CUT STA 236+50A0. RT STA 238 +gO.00, RT STA. 236+5O.pp, LT RAMP lTYP.1 +7/.O +95.0/ a PROP. RM -EINE CONST P-6 INLET CONST O. INLET CONST, J-6 INLET 91.E RT PER AGRCEY PARK INDEP—EI N0. 200 4211 INDEX NO_, - 200 B� 2M /NO£X -NO_ 200- &. .2U ._. _ EL. 20b2 £G . 20.6 ._ PHII AGREEMENT EP-.EL_ -..20,77! - - EP EL. s 21.27 _ EP. -EL._= 2pd0 . . CONST. P _.. N . N IMVI = 19-Rn _.._ W.., INV. =11,1 _ S INV = 15-95 ._ - __+7/O/," P—. '.� E. INV /6.80 BOTTOM £L. 15.15 - - £ 7NV '— TfgO - -_f1=�•SB— -\ / ,, -- - BOTTOM EL. = 14.80 W. INV. = 90 \ CONST./PED. ESM7. 13 _ BOTTOM..EL -...1( 9� CON T�FLF, ED ENO A61 -97.001 R7- 22 EX/$T. GRADE LINE r _ L� - _ - _ - _ - _ _ _ _ _ - 22 =/ 0300% !+1 '03036 -- _ - _ ._._ _ _. .__... . 20 8 a PROFILE GRADE LIN IRT 4 LT) LO - IB' PIPE Id 6 - � -- — _.. : CONST. 41M RCP I G 4 - -- --}-- -- / 2 / 0 - SCALF HOR l"=40' VERT. I '= 4' r U B t00 FF 234 00 35 00 REV I s 10 Ns Z-36 00 237 00 23N 00 'J -_ DESCRIPTION DATE B! DESCRIPTION ❑=l INMNL,1j CbUA77 u c BOARD OF COUNTP COMMMfONERs CR. 510 ROADwAYurpRovEMEN is PLAN & PROFME -- -- CA 71D C.R. 510 AND 66[6 AVENUE 4i 1� l 5"09 Pu n,.noiw« cwowcwrvnnaru ,P:rRrtas,z�;,., T, %I PROP. R/W LIN_ E � CONST. 6 IF OF - 'E 2/]9z IST. E L. 2, EXIST. A5PHAL OR)VE — — — — — — TIE EL 22.K)t . " CONST. 16 LF OF / CONST. 2-2" PVC SIGNAL CONST. PULL BOX �- - ASPHALT DRIVE / INTERCONNECT CONST. URBAN FLARED �D - EC CONDUITS TURNOUT (TTP.) - -�_._— 0 /0 40 CONST. 253 LF CONST. 5• SIDEWALK + F 30' RC'P 407 O 4. RCP O -_ 26 -0 Nom: Pte . . — FLXYT EX/S7"=R/W' LINE Gly 5 6L5 — -- — - ..._ Ul CONST TYPE 'F ' -' -. .... - -__ - ' , /',_. — �' CURB & GUTTER _ �PGL(LTi- -... - � - - - - . CONST< -gB5 LE` -_ - — .- — _ m - - - - - - - - - _. DF 2-a-. - _ _ _ _ _ PVf SIGNA6- N _ _.. _ .._ _ _ - - - - - _ - - -. _ . .. . - _. INTERCONNECT CONDUITS -26 p -- - - .-_ __. ---- — - - - - _ _ _ p ¢ Z39 24' 240 - 24I1 Z42 +"902 _ N – _ CONST. - -_ - 2 Uj _ Z�t 011�5948 E7 _ CONST. C (F CONST TYPE 'F' NOO SECTION LINE TO BE RELOCATED OF IB' RCP (~i, e . ._ ' -_. _.,_. _ ___ CURB & GUTTER - +52.15 _—_ —_— By .00 RT Z RT e Q - o :. - . — , - - CONST. TYPE 'Fs _ PGL ( �1 - F o f CURB & GUTTER - � OOT EX/ST. RW LINE � - cIs — — CONST. 5 SIDEWALKzz "a PROP. RiW LINE PER LIBERTY PARK " - — PUO AGREEMENT S-25 S_�A S � PROP. R1w LINE STA. q +7000 RTS STA. 24. tT0.00. LT STA. 239+60.LO LT + _ "T PER LIBERTY PABX N CONST. 16 LF OF CONST -6 /NLE LDAS7�-6 //V72T— (�q$, T�_5 --- _ ^� ---- --- PUO AGREEMENT T ASPHALT ORAE INDEX NO 207 & 2N INDEX N0. 200 & 2// INDEX N0. 200 & 211 CONST ilk" " -[ t 11 TIE TO EX/ST. EP. EL. 2/.O/ EP. EL. = 2/.OI EP EL LbNl: Q(3,(.V�, CO) ST./PCU. ESM . N. INV. '- /7.10 S. INV. 16.10 __ E INV /4.60 -.: .... ' --J —. . EL. 21.36± BO7TONIEL- _ /5./0 E. /Nv. 15.35 TIE TO EXIST. CONST./PEO. ESMT 'W. INV. = 14.85 - W. INV. _ /4.60 EL. 20.52± 'BOTTOM EL 1285 BOTTOM EL. _ /2.60 I //T . /0 TCE jol 26 29 g 26 N 4 W PROFILE GRADE LINE — g "� _ _ L4 – - - - - _ - 0.300.4 I+)- BIW 0.3001 22 - - 2O EXIST. RAGE LINE � - e CO ST. 5-20 20 I B )a' PIPE 16 IB — — — — — 6 4 --� ti N N N N a OR T: 2 239 00 SCRIPTION 240 00 REVIS IONS 241 00 P421 00 2 0 DEDATf BY DESCRIPTXJN ❑_❑ 1<VDUN RIVER COUNTY 43 00 244 12 K.nls + and Amman, k� BOARD OF LIOUNIY CoAfAn 4loNERS C.Id 510 0 .� III W�t wroI ROADWAY IMPROVEMENTS PLAN pROFI1:E CA To CR SIO AND 66[6 AVENUE PROP. RAY LINE TIE TO EXIST. CONST. /6 EF OF / CONST, 16 LF ,QF TIE TO EXIST. _ — EL. 2/.6.31 ASPHALT DRIVE CONC. DRIVE \a TI TO EX _ CONST. 2-2" PVC SIGNAL CONST. 47/ IF 3 — CBpST;'BgB/�7'p�ELJ— ` • INTERCONNECT C17NWITS OF 2-2" PVC SIGNAL TURNOUT (TYP.1 �> �.L�L_ .'1• _ INTERCONNECT CONDUITS + o /0 40 � _- . - CONST. PULL BOX I CONST. 5' SIDEWALK , .m GIS . . -FDGT-FX+ST: RAY LINE• `: ._ • .` S O _ 30" RCP ;�— — _ COST. 295 LF GIS - 2N ROP i- - CONST. TYPE -'Ft — ". , .. _ L Si 13UTTER _ u4 N - - _ - - - -- - . . - .._ .— — - ... -. --- -- — % -:: . CONST: TYPE F NQQ . �4� - - 4 - - r: s:' Per . ._-r.URB GUTTER __... _.—._. . ._ — ---- N c, rtn - 24L — _-_..— 248 249 _ 247 -- -- _ ---- - - 4 SECTION LINE __ - Q _. .."— S B9° 59' 48' E CONST. 113 LF — ti— cNNN _CONST_ -or..Jai _RCP W +52 /5 ....... - - ---_ - - —24 -----. XIN- +5 LT CONST. Ila LF TS 89 39 98"x- ------ _ - .. - _ OF l8" RCP .......::....� - — _ — — — — G tE CONST.', TYPE 'F - i 51.0 .RAYL . _ I r Q CURB & GUTTER 5/.00 RT F PGL (RT) -- U re . .. .. _ a. — — f . Q � +24A1 , g _ 63-00 RT TO BE RELOCATED "f. 5-23 BY OTHERS ITYP., 14, G/5 — ` STA. 2%+25.00, LT PROP, TRAY LINE ---- -_--- STA. 249+25. RT - ST 249+2500, LT STA. 2%+25.00 RT CONST. P-5 INLET PER LIBERTY PARK N CONST. P-5 / CET 0 5T. P-5 INLET CONST. P-5 INLET INDEX N0. 200 & Z! PUD AGREEMENT + INDEX NO. & Z/ IN X N0. 2Q7 8 Z/ INDEX NO. 200 L Z( , EP. EL - 21.78 EP. EL. _ 22 32 E EL. 22 67 / _ �77FI— j N. INV. = I8. ! : ; 5 /8 p I EP. EL 2/ 4� E. INV. - T7 25 c .� CO T CONST, 20 IF OF S ' EW. HMV. - (770 I INV. 1750/ " ' f W. INV. 1675 / ESNT. i ' ASPHALT DONE BOTTOM EL. 16.40 " BOTTOM EL I$.5E3 ' r ' _ _ 7011 EL. lS.l�p BOTTOM EL. 14.75 TIE TO EXIST. - p F F ' '. I EL Z.25s 26 EB OUTSIDE EB LANES :... _ .. LONE X-SLOP TRANSITION -... XSLOPE WB COTS/ W8 LANES 26 - - g o TRANS. - '.:LANE X-S OPE TRANSITION 1 g o oX-SLOPE8 0 $ 24 g o TRANS. a - + it _ + 24 (+7 0.300/ - 22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (S 4 _._ � S-24 .. EXIST. GRADE LINE On 5-23 a CONST. C� + N 20FILE GRADE LIN ` ( T & LT) 18" PAPE /a PIPE': 20 1 - _ CONST. 24' rRCP } Q - I. . - } CONST.. 3O" ACP: 16 6 - r- -- �- - - - - / 4 SCAiF HOR 10 -40' m - VERT. ' l 4' l �} N N b ai C N NNN 12 00 245 00 46 00 247 00 248 00 249 00 12 - REVISIONS r��rmn OESCft/PT/ON GATE BY (1ESCRIPTION ❑=� RVMIN R ER 090VITY /- KuktHom®dAseodelee, lne. BOARD OF COUNTY COMMM10NERS C.K. 510 qjq `E��'FL 3� ROADWAY IMPROVEMENTS PL.� & PROEY.E TLA O CR 510 AND 66[6 AVENUE .isiz�m sRas+ vu .,.noisai.c°oowcw. wn<ar..w,vnreav�,.oq MATCHLINE STA , 526150 .00 SEE 66th AVENUE PLAN & PROFILE SHEETS caysr. ° ( O' 40; TIE ro xlsr K/ POLL CONST. 3BI LF OF ga PVC I I CfIN CURB s b ; TC lnP.j i ( i EL. 22,501 - . PCME CR l SIGNAL IN7IERCONNES CONDO SI I CU,Tf;YP{+yP+-- _ I —.-1 ' ' l j --�-� —�-I' X CONN. TYPEI "F' CR / i! t I , I C STf' I NNST I)l: Lf' _ OR CURB &, GUTTER CONST . PULL BOX QF { '. AS'PHALT IVET i� — C .I---- ,., — ♦�- -� -I _ CONST, 32 LF Ok 2-2' pvi ICONST. 5' SIDEWALK • RM' UNE CRI SIGNAL INTERCONNEFT CO 50'R CR _ CONST 2 2 PVC SIGNAL I ON T 220 L£ PVC : SIGN, 5-16 O 2 INTERCONNECT CONDUITS i _ t ,pL T {tCONHECF y = T CONST 20l IF `qd � Ui" I +75 - ..SINAL 3NTENLF E CT CONDUITSO — T----�- .00I LT - -_ EXIST RI L h O m �> (O +52)5 > � , . - - I - � .. CURB CONST&. GLITTER + i� - a> - ✓ j i w TO BE RELOCATED. ._ __ .. -. R - _- / I . . .-:. .- - _ r� r - u,. `� BY OTHERS (nP ) � � N _ _ _ rr . M N o L (LTT 2so _.. _ = I ._ — 5/ � SECTION LIN x97.n -_ . .. a K2 _~ - - � _ . +--_-- _ 252 CR510 _ 24 253 ,T... !8 9Z9 15 Ln 1(k! - 2T . . — - _.. �. �QKST_ CONST. nPf 'F MOD - l00 LT I IS 4 E -- - — CURB & GOITER CR5 / 0 ---- W w SECTION LINE - � FQQT EXIST Rix' qN7 .! %I t \ ...... - - — _ w .._ __ - ....eGL «rn U y s I ;>qr�R .., %f" +BB /4 - -, -b 47 97 T - _ - - _ _ +74.a - `-..:.- T"-` ='Y' -_ ,' } 1, -- -r 5 _ n � _ ' ' EST RE'k E" * r E.4Sr RM' LINE_ I / . _ EXIST R/W-LIME- 5-/5 GIS r II ... FOOT e Io CONST, _TYPE . liFt CURB & GUTTERS I I 4 y+ ; _ O ;�XLSTF R� LIN t -,"I _ . ._. _- _ c • CR I I [..._ .� i / � c . CONST. 5 SIDEWALK — _ . .. . 50 'R i Z — — CONST. 20 IF OF F i CURVE DA A CRSIO_ l CURVE DATA R510_2 ASPHALT DRIVE jE} I C1t4't XlST IN LINE PROP. R!W LINE PT STA , 252 92 STA . = 254 +75 . 08 + I ;.>; ' � DELTA _ 11:11, [F-J-BELR= —=-7'!9 AT CR / . I Ij t , i ICE InP.) -� 2• 17 ' 31 " D = 2 ° 17 ' 31 /5 / � • T 83 . 90 T = 94 . 27 - MA STA . 524+60.00 L 167 . 7 + L = 188 . 45 TIE To EXIST. C .R . 510 CONST. STA . 250 +75 .87 - R 2 . 500 . 00 R = 2 , 500 . 00 EL. 20,90+ SEE 66th AVENUE PLAN & PROFILE SHEETS PC STA . 252+13 . 07 PC STA . = 253+80 . 8 / A . t .4 PT STA . 253 +80 . 8 / PT 57A . = 255t59 . 26 . : WB tANES WB OUTSIDE - 26 L� a X-SLOP£ RANSITOV LANE _.._ _. ... . * a ._ .. i EB L.4vE5 B WTSI X SLOPE 26 -.. X SLOPE TRANS4 TRION LANE: w TRANS. - .- aW Sg g g x-scDPe g � 8 $ 8 0 24 w 0.500[ l-1 0.500' $ u o a TRANS a $ o 'm 8 N PROF £ GRADE UNE o + o (RT E. LT) 24 - % ( ) 0.300% y _ _ - W+ 0.350% — : I-) 03X7 1 22 . . . _ - - + EXIST. ADE LINE _. ..�+ N =S14 22 O E CON T_ 20 20 IB' PIP - - - I8' PIPE 7/ 8 CONST. 24• RCP I .. . .. . . . I CEVST. 30' RCP 16 -- 6 14 SCAT£ HOR: 1" -40' VERT: I" 4' 14 N n M wj CIO CIA ^t N N N N cu 12 250 IL 00 251 00 1 050 00 253 oo 54 00 255: 12 REVISIONS DESCRIPTION I GATE F Bi' DESCRIPTION cl_n lNW4N RIVER COUNTY Sn L[ l BOARD OF COUNTY COR�OAERS C.R. 510 r0 ROADWAY L►1PROT'EMEIV7S PLAN & PROFiZE CA TO C.R. 510 AND 66[6 AVENUE ./9/3roI 5m ZT2 PN n. M035W� CoIOWPnvAaPYP�vIPFFOYI2ogn PROP. 40' 40 R/W CORNER CLIP �— PROP. R/W LINE 0 /0 40 ONST. POLL BOX — — — — _ —laef OF 2-2' PVC SIGNAL -- - - INTERCONNECT CONDUl75 44+ .49 ti 6 . L CONST, TYPE 'F' W CURB b GUTTER CONST, 32/ LF •00 L OF XX' RCP N W CONST. I/3 LF m +75.68 O PGL lLTI - OF l8" RCP g SIAO LT O OLS O O h N pA 527 527 24 � EXIST, R/W LINE � 0. 528 528 CONST. 530 5 Y ^ 2 J - _. .... - --�� CONST. TYPE F MOD.. _ . - -- �11 till,. : .-:___CUR$-fir�7F�T€R LQ CL +8030 — ---- 4'1 V .� 2 �:, l /.. . :.._ N 49 4T' �w_PGL (RTI - - - _ U 167:45 fir— _r� PE f SEAT ION LINE ti OL .00 RT CURB b GUTTER S-80/ Q �n W - ZE gs — .-- - _ _CONSEU S-801 5-BO"� _ � t: fin--*=._. 4 -52B+WaQQ 6-TA .2@ S0-IX7. CL CQWST PP=6 INLET CONST P-6 INLET ��`\'`�— _. ,•^ --�s,-'7Fll "„A[}. '2W =-/NDf1F-' ?�r � EXIST. 71f-°-- R/W LIN .: EP. EL. = 229 EP. EL = y.91 _ W. 1XV_ = XX.XX N. INV. = XX.XX "- - PROW. 40'x40' RiW BOTTOM EL = XX.xX E. INV. = XX.XX CORNER CLIP BOTrOY EL = XX.XX _ G RADS LhSaIN E 6 2W PTJRl : N LANES Na TS1D X-SLO TRANSITION g 26 NX SLOPE x/ ANS. 2 9 h N d w 24 141 0 37 22 (- 00.3010/ f+1 0376'/. -- — 8 � - - - - - - - - - - - - - - - - - - - - - - + - go 80 22 y Q. mi 20 EX/ST, GRADE LINE m e CE. CONST SR LANES SB OUT DE - X- SLOPE TRANSLTION LANE _ 20 18 X-SLO - - IRAN 18 / 6 16 / 4 / 2 526 00 527 00 h R f V l 5 / 0 N 5 ZS 00 529�00 30 00 531 / 2 OESCR/PiION On TE BY pfSCRlPigx ❑=❑ INDIi'1N RI'rG�DUNTj' H Ei K. ,MA P BOARD of LIOUNTYOROLbw ZSM� SSIONERs 66d A VENTA �. ROADWAY IMPROVEMENTS PLAN pROF�LE TO C$ SIO AND 66[6 AVENUE 5-gp3 PROP. R/W LINE STA. 53/+7 S 804 S-805 S-816 S-8/7 5.31+75 (E INLET STA. 532+95.39, RT STA. 539+75-LX), RT STA. 532+09.70, 99,25' RT STA. 532+0594, 67.25' RT CONST. P-6 00, L CONST. P-5 INLET ��- INDEX NO. 200 & 211 CONST. P-6 INLET CONST. 5TRAIGHT CONC. ENCWALL CONST. TYPE P-7 MANHOLE 0 /O 40 CONST. 2-2' PVC SIGNAL w �Z� IN X N�• �& Zl NO. 00 & ZI INDEX NO. 250 INDEX N0. LYN Gtr^ • INTERCONNECT CONDUITS CONST. P /� EP. EL. - 22.62 IN� QF 2-2' PVC SIGNAL N. INV. = XX.XX N. 1NV. - XX.XX EP. V. = X'XX =7g, N. L. X2,60 Feet INTERCONNECT CONDUITS 5. INV, = XX.XX W INV. = XX.XX N. 1NV. = 1650 — BOTTOM EL. = XX.XX BOTTOM EL. = XX.XX E. INV. _ 18.60 . — . — . — .�1irLW-EL._ r. X.X.d. _ . _ . — . — . — . — . — . — . . — mrrnu Fj� 0..62 . _ . _ + CONST. PULLBOX CONST. 5t SIDEWAIN .-- O O 5-803 CONST. 297 LF _ XX' RCP OF XX' RCP CONST. TYPE 'F ' S- a; GIS O + 7 CURB & GUTTER O PGL lLTI 23.00 LT + O_ _ _ _ _ _ _ _ - - _ CONST. 373 LF Ll m OF XX' RCP CONST. URBAN FLARED O Ln _ _ _ _ _ 29' + .32 CONST. TURNOUT lTYP.L + n lAO RT CONST. 101 LF y 532 533 Ex1sr. R W LINE 534 of /B' ROP 535 cnNsr. TYPE F` MOD. CURB & GLITTER 536 Lu N.; VIA IVII 060 W _ _ _ - _ _. 2 CONST. CURB CUT I.GU T � PGL IR CONST. /77 LF - - p ,•P rP., of 184 RCP SECTION LINE CONST, l6 LF OF Q CONST. TYPE 'F' -- —. / ASPHALT CONST. TYPE F Z CURB & GUTTER CONST. 120 LF N (Y q9' 06 • W DRIVEWAY CURB 6 GUTTER OF 30' RCP _ 5 804 CR Z + .9I `---- _ - --- --__- CR 2l 5600 RT 5-605 GIS CONST. !6 LF OF Q R O ASPHALT ORNEWAY G S iT 5 6/9 EX/57,�R/W LINE - o CONST - - STA 533+663 3-819.. ..._ — S_ Z�/(p P i C7TX3T TYPE... C BH7 Rr A. 33+23. I CONST. TYPE 'Ci GRATE EL +32.86 _ 2.97 94.13 RT, EL. 22.76xry - I STA�939+75.17, 2T•^ 22.00 . j X NO. 232 OB/ + ST. F N A. S. /NV _ /g•Op LY1N5T. 24 LF `• i GRATE EL = ?j go CONST. TYPE P-7 MANHOLE BOTTOM EL. = 16.00 CONST. 3/ LF E TO EXIST. RAri. OEX �. INDEX N0. 200 & Z/ --- OF 30' RCP N. INV. = 18.90 b '"` 22.%t / 201 N S-8/6 . INV. _ 18.9p Of /8' RCP m ;tn CONST. 395 LF RIM EL. = 2295 NP'/ ' _ X £X(5T. RTW uNty __ S-Bl S�-818 OF 30' RCP N. INV. = 1625 I S. INV. = I TTOM EL. 77.90 CONST. FLARED ENO LbKST` LF S. /NV. Ig.25 + __.._ E. INV. = XX XX 8 m OF•y8^ RCP E. INV,. fL6'�.25 W INV. = XX XX - TT _ 26 $ w ' 26 24 _ PROFILE GRADE LINE $ 2. LRT & LTl -- _ C4 2q 0.300.% f/ OJ00- _ 22 20 EXIT, OR E LINE c LE CONS I — . - 20 B ! 6 d --- l 6 44 — _--- v SCAT£ HOR ' I'=90' . e VERT; 1•= 4' 14 2 Q 00 53 00 33 00 n REVISIONS 534 00 535 00 DESCRIPTION DATE Bl DESCRIPTION ❑=❑ �DL4N pn�n CV�Y 5-36 OO 12 KrreeyµFbm PA , kC BOARD OF GIDUNJY qp�y ro S SH Ei 66Eb A VENIl1s' G. °; m ROAD WAY IMP/QOPSMMgRN7S PLAN & PROFYLE %�� TO C.R. S10 AND 66[6 APTVM 4i9/RA, SRU28 PM n�M0350M [aCUWgryVgngy,'•ptPaalMSN.o]n PROP. RA' LINE OF S- 5_809 - _ IurcRmvuFrr T�STy 540+2583, RT STA. 5 +25.83, LT S Bti r 5-822 CONST. 2-2' PVC SIGNAL CONST. p-5 INLET CON T. P-6 INLET CONST. �• 537+3148, 66.00' RT _ INTERCONNECT CONDUITS INDEX N0. 200 & Z/ 1N X N0. 2L0 & Z! INDEX 0. 2200 & Z/ CYINSTG TYPE 'C' OB! — --��-.— + EP. L. = 22.55 EP. EL. = 22.02 S 825 EP. EL = 2242 /NOEX N0. 232 INDEX NO_ 20/ N. I = X.XX _ GRATE EL = Z.90 R1Y EL. - 22.95 G� CONST, PULL BOX S. INV. = XX.XX .00 W EL = XX.XX _ . — -- �lNY. . = PPjOP_jA' L/NFA -._ BOTTOM O G/5 TT = X. _ - CONST. 5' SIDEWALK - 5'807 CONST. 144 LF -- _ -- _ O +73.37 XX' RCP OF 38' X 60' ERCP CONST. TYPE 'F' S_W CONST. PULL BOX O t 2 .00 L CONST. URBAN FLARED PGL ILT1 - - - - - - - - - - - - - - TURNOUT (TYP.) CURB 8 CUTTER TTE p (D ` ' l CONST. 173 IF CONST. 101 LF OF XX RCP m n + 3.37 \ 1/'R ! ,., _ _ _ - _ OF XX' RCP OF IB' RCP CONST. 500 L= OF � /.lXlL \ EXIST. SRWC RM LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2-2' PVC SIGNAL 7NTERL9NNECT' _ Q 537 \ 538 i 1 7 24" CONST. y EXIST. R/W LINE CONDUITS v 9 540 Ln 541 Lo 5 - \ - Z 4_0-.-.. ,... / II,R \ : -' -" - -.-_ CONST. TYPE 'F ' MOD. ...._ I, .—mac`. - cn - - E-`_-_ CURB & WTTER EXIST, RA' LINE Lu CONST. WR CU + 3 00 T AY TYP.1 S/ 00 RT PGL (RT) SECTION LINE CONST lI LF OF + N 00 ASPHALT ORNEWAY 51.00 RT GR D 3 'q CONST 162 V R Z Gly OF 30' RCP EXIST. Rnr LINE — ti g GIS 5-BO8 CONST. TYPE 'F' -- — Q WR8 & CUTTER G15.__.- . �.. .: _ . . . 5-822 -.. _ _ . - �*— CONST. 5' S DEWACK ..-- .. -. FIL- M S 538+98.99, 87.50' RTCONST. STRAIGHT COW-STA 539+00 38 WOW L ENp4,4L} EXIST. RA' CINE CONST. 16 LF CONST. STRAIGHT CONC. ENDWALL ST. TYPE j-07 MANHOLE CONST. 26 LF OF JB' X 60' ERCP T JINDEX NO. 25/ 1 qEX NO. 2(N INDEX N0. 25/ LFL INV. = 15-50 RY EL 2340 OF lB' RCP -823 S INV. _ /7.75 FL INV. = 16.25 s roNST. 90 1F of �- INV. - 16.90 ASPHALT OR/VEWAY I INV. = 16.40 TTOM EL. _ /5.40 , EL. 22.93 . CONST. FLARED END • r L. i — J ; 26 TIE TO EXIST. R +52.(Nr P RT� EL 22.90: CONST 90 CF OF rt 7 ASPH r OR/Vtl1' 70 X 40' ICE \ 26 24 N 24 a 22 w PROFILE GRADE UNE ry (RT & CTl a -- — + 22 20 _ _ _ _ _ _ _ _ _ _ _ _ _ 1-) 0.300% L+) 0.300' - - 20 7 lB EXl T. GRAD LINE o CONST. - ... 16 / 6 / 4 i 2 ---- _ SCA/£ HOR ' I• =90 ' VERT. Y"= 4' ( 2 537 00 538 00 39 00 A REVISIONS _ 540 00 54/ 00 T 542 DESCRIPTION DATE BY (DESCRIPTION ❑—❑ INDMN R� CVUNTv ��v[Ml/ l owes 66EL A VENZT�s' HEF �tHom� Amdales, IM. ARD OF COUNTY Lb N0. w«;' � m ROAD WAY IMpROVEME1VJs PLAN & PROFILE TO CR 510 AVD 6616 AVENUE 3522LN SA0,39 PY n,K/035MlYaaoWPYVYpKWu':P(PRF�5635.�vn - - - - 0 10 p - - - - Feet O 4 12 6" WHITE 6' WHITE p _— � 10'-30' SKIP O + 12' O M 6' YELLOW O 6_ 10' 591P } 6' YELLOW 6' YELLOW R4-7 Ca 3 234 235 (24'x30') z° R3-w cv 236 E 237 <ab (30'x36') 238 Lo I I 6' WHITE n I_ ¢ +3B fj 12 ' 1 W 2121 q' SKIP '? li1 /2' 6' YELLOW 6' - 10' SKIP W = 12' 2 U + B' WHITE DIRECTIONAL +0e 6' WN/TE ~ 12' 6' WHITE 1B' WHITE ARC'S fTYP.I 6' = 10' SKIP — 1 6' WHITE i OJO' O.C. -T� 6' WHITE g U Kl'-30' SKIP + l /2' WHITE +3 ¢ 24' WH/TE NOTES., — — — — — RI-1 6' DOUBLE 1. ALL P EVENT NARK/NOS ARE TO CONSIST OF 90 MIL ALKYD THERMOPLASTIC. YELLOW (STIP (3 'x30' LIBER PARK 2. RPM'S -fV5/T1c71Y£p gCCMp7pC, 71T-/p004y-RN£JrZlAlN1T_ST>Dy>mRp �P -rnE _STR/p� — _ _ FUTURE [�NNECTION I "m (j'.r24' - - - - - - - - _ _ _ 0 )0 40 Feet O 4 111HI7E4 6" WHITE O � to'-30' SKIP6O +SB 12' ' WHITE 12 ' O B' WHITE 6' WHITE O M _ — � 6_ 10 ' SKIP +� 12 N I2 • +7 6' YELLOW ,� 239 12, 240 24t + B ,242 (REFER TO GUIDE SIGN N I T r SHEETS FOR DIMENSIONS) 2 Lo r I I Q W R4 -7 l6' WHITE DIRECTIONAL S 2 (24'x30') 030' O.C. ARROWS fTYP.I q J 6' YELLOW R +52 x I2• U _ 6WHITE ¢ 12 ' 6' WHITE 6 " WHITE 6' - l0' SKIP _ 12 ' U 4 K1 ' -30• SKIP 6' WHITE 12' 1 4 S` NOTES: I. ALL PAVE EN /NG ARE TO CONSIST OF 97 MIL ALKYD THERMOPLASTIC. RENIS 10x5 ��� � �r�.� 2. RPM'S SHALL BE POSITIONED ACCORD/NG TO INDIAN RIVER C10UNTY STANDARD - ON THE STRIPE IPlON OfSCRTGATE BY DESCRIPTION ❑=❑ INDIAN RIVER cvuly / SHEET KmleOW and AmwalK kr BOARD OF COUNTY COMMUMOATMS C.R. 510 NG. rt ROADWAY IMPROVEAfS1v7`s SIGNING AND MARKLVG 7O C.R. SIO AND 66[6 AVENUE S-9 .�1z J. PN a �«�o"� auwi xs vsa 0 Kl 40 r M3-4 Feet (2/'x/5') 4 C) 6' WHITE O l2' 6' WHITE /0' -J0' SK/P —� 12 of 6' WHITE O w2Ln A2-I O 2' � 7 � (24'x30') 12 , Ln 2' t v m N 6 ' YELLOW N 14 245 246 247 248 249 a � a 6d WHITE W // 6' - 10' SKIP .f, W 6" WHITE 1` 12' 2_ J /2� + 6' WHITE DIRECTKMIAL J U — — — 6'-/0' SKIP — ARROWS (TYP.) B' WHITE -1I2 U Q /y 6' WHITE +74 WHITE zz 10 +� +69 ~ l0' -30' SKIP -7l2 ' — — — 6' WHITE 21 NOTES: 1. ALL PAVEMENT MARKINGS ARE TO CC SIST OF 90 MIL ALKYD THERMOP TIC. 2. RPM'S SHALL BE POSITIONED ACCORDING TO INDIAN RIVER COUNTY ST - NTffE-STRIP— — — — — — -- — R 6 v 1s 10 N5 ❑�� INDIAN RIVER COUNTY sntEr aEscr+lPrloN onrE ar oescalPrrcW C.R. $1� �o. BOAOF COUNTY OOM.►IIS 0AW&RS K�NaIM A. aid PZ. 40. M09 ac, Inc. RD ROADWAY IMPROVEMENTS SIGNING AND MARKING s a TY! CR NO AND 66[6 AVENUE 4, 1, Jam, 7zWCJ�� dv„ &VV L., P5,sa9 MATCHLINE STA . 527 +20 . 00 SEE 66th AVENUE SIGNING & MARKING PLANS N N N N N N N Lo 3 N g 6' WHITE Ml-/ N/ 4 1 E 4 4 r /0 '-30' SKIP !24'x24'1 a ♦ 2 x29'11 640 N6-IR N6 IL IIS ' YELLOW 0 p (210x150) ® � ! x15'1 2 Feet 6' WHITE 6' WN/T M1 -6 + WTE-�Kl WTE 18 (29'x24') R4 74'(2x30\\'J� -- SKIP N6-9 18' YELLAY I _ �--� -- G 10' O.C. ( TYP�I 6' D&BLE — . — . -r-- • � -YEt19W Yt7`�T 9 I 5'R /2' WH/TE 12 , 1 (TYP 1 6' MyJ/TE 6 ' WHITE \ ' ` 6' WHITE At= _ _ _ __ m - 4+-- O 1 \ 6' WHITE 6' WHITE N 12 ' O �O ' 2'-4' SKIP om C) R9-7 - - - 2'-4' SKIP , � OJ ' 6 6' WHITE +87 + a+. f29'xJ0'1 '� , / lTYP. (TAO) N w 12' O - - - �`�5i ` 6' YELLOW 24' WHITE N DIRECTIONAL 6' WHITE B' WHITE + - c ' '` 2' -4' SKIP fTYP.I N ARROWS ITYP.1 .` ~ 12' In N Ol �� 130 In +60 .r N .0 254 '� a 122 v¢~ 5/ �'" c.R• 1 253 a 6 8 59 482 ul l2 6' 1 % � 6' YELLOW ? Lfr5k*SZS 'Y1S 10d ` \5 \�' R4-7 N 2 12' 8' l 130, 1 C�' C;9 (24'x30'1 -I J C.R . „ ' < 26" 12' Z 12 HITk + 6' WHITE Q 1, 12, ' WHITE ' ' n \ � y � 6' WHITE 4 '-4' SKIP _ 6' WH _ _ _ _ _ lo' -30' SKIP 'O 2' -4' S _ - ») �S 12' ' MI-6 6 ' WHITE / / _ii% , N — +05 N / mem R2-/ �TI wi (240x240) _ 2' 4 ILSL� . cn o !24'x30'1 _— y M7zmws5 / 5 'R o 6' WHITE * 667h 7fPE7�lUE--S7A 499+ 8 . 49El = R4-7 2 CONST. C.R. 5/0 STA . 250+75 .87 J#Aj (29'x30"/ Ml-6 6' HlT 50 (24'x240) M6-4 (2/'x15") 64 0' -30'T SKIP 8' ITE M1 1 ® � (24 x24'1 NOTES: 6 ' YEL[AY ` ` (24"x29'1 N6-IR , 1 , l M6-IL fyr'x15 .1 ALL PAVEMENT MARKINGS ARE TO CONSIST OF 40 MIL ALKYD THERMOPLASTIC. (2/4x150) O N Tv N N N N 2. RPM 'S SHALL BE POSITIONED ACCORDING TO INDIAN RIVER COUNTY STANDARD - ON THE STRIPE MATCHLINE STA . 524 +00 . 00 REFER TO 66th AVENUE SIGNING & MARKING PLANS REVIS IONSINDLIN RIVER Q9[gVTY nF E r oEscRlPrroNI DATE I BY I DESCRIPTION 0mBOARD OF C Xr= C10)VAEM90NRRS CS 510 o. KmWJMio , � Acsoft. %Mles, k1e JX ROADWAY I1iPROVEMEN7S SIGNING AND MARKING s-ir TO CR• 510 AND 66[6 AVENUE +5i2CN 3e5 PY n,M035W, moavo..y�Sbuwl n.I5v5nn.aq� 0 10 40 ROOT m /2' t t O 12, 6' WHITE +SY 6' WHITE +76 121 O � n 6'-/0' SKIP O �I /2' +66 B' WHITE 6' WHITE T�- 6' WHITE /21 �O n IO' -30' SKIP Lf) Izo Ln Zt FYI 528 529 530 24 5 Q nDIRECTIONAL Ln ARROW (TYP.1 6' YELLOW W 2 >; + ' 6' WHITE l2 12 • _ Op _ — /0' -30' SKIP O O 12' 6' WHITE ~ I2 ICZL m rn R2-I �; m (24'x30.) Ulco 1. ALL PAVEMENT MARK/NGS ARE TO CONSIST OF 90 YIL ALKYD THERMO NOTES: PLASTIC. 2. RPM 'S SHALL BE POSITIONED ACCORDING TO INDIAN RIVER COUNTY STANDARD - ON THE STRIPE — — 0 /0 40 O4 O 6' WHITE O I2' K1'-30 ' SKIP 6' WHITE 12' O 12 ' — 2 ' + 6 ' WHITE M to DIRECTIONAL 6' YELLOW u1 24' 6'-/0' SKIP 532 533 R6 1 534 ARROW rmP.I 535 36'xi2.1 536 f� N /' 49' 06' W +03 kn !REFER TO GUIDE 5/GN IT�.I Lu °1 SHEETS FOR DIMENSIONS) Lj-� Zz +73 6 ' WHITE �5 +53 /B' WHITE Z 12' 6' -10' SKIP 030 ' O.C. B' WHITE Iz ' r 6' WHITE + 6' WHITE +BB � 6' WHITE 6' WHITE ~ /2 — _ 6' -IO' SKIP IO' -30' SKIP 12 ' ITZ Zi 41 24' WHITE —_.—_ .— --_ 0' 30. 3_ .i ..--. —_— - 3 -5R — WHITE 4' STOP (24'x30712* r s: 2-I 6' WHITE In 0-3 !24'x 07 L (36 'x107 1. ALL PAVEMENT MARKINGS ARE TO CONSIST 0 IIL ALKYD THERMOPLASTIC. D-3 6E Ow m ONLY (36'x10') 2. RPM 'S SHALL BE POSITIONED ACCORDING TO INDIAN RIVER COUNTY STANDARD - DN THE STRIPE I REVISIONS jj�TDMINT RFV" COUNTY snEE r OESCRIPTKIN DATE BY DESCRIPTION Kk*M m and Moo", k e BOARD of COUNTY COMAGWONER9 66d A VENUE Ivo. ROADWAY IMPROVEAf&N75 .SIGNING AND MARKING s-3r FrEPI551 7W] TO CR 510 AND 66[6 AVENUE 4N12" J6 Im P4 nrMo350+� rnoara.y ✓wtAVS q� 0 10 40 61-§�T5 4 p 6` WHITEp /2 ' � K)'-30' SKIP 6' WHITE 12 O R4T +13 DIRECTIONAL +33 O .F I2' (24'x30'1 ARROW (TYP.1 8' WHITE rn 6' YELLOW 6' WHITE 24' R 6' -10' SKIP ) Ln +73 537 538 539 540 54l 5 r + Q i , 1 1 i i` 1 1 i O R3-5U 16 ' YELLOW ' Fu w off <� (30"x36•] 6'-/0 ' SKIP . R9-7 18' WHITE c30' O.C. 6' YELLOW 1\ !24'x30"1 W 2 /2 /8' WHITE — 030 O.C. — — — — � S' WHITE _ l2' 8' WHITE 10'-30' SKIP 121 2 + 6• WHITE + 6' WHITE ~ 12' � 6'—H/' SKIP / 12 10 _ 3 24` WNI R6 3A I20 WHITE 6' WHITE ;sO P D-3 NOTES NOTES- D-3 (36'xK)"/ I. ALL PAVEMENT MARKINGS ARE TO CONSIST Of 90 MIL ALKYD THERMOPLASTIC, 6' BLE D-3 YE f36'xI041 2. RPM'S SHALL BE POSITIONED ACCORDING TO INDIAN RIVER COUNTY STANDARD - ON THE STR.IPE 2-2 0 /0 40 36"x36`1 6' WHITE 4 O � l0' -30' SKIP 6' WHITE O O /20 12' O O 6' WHITE +13 12' 6 ' -10' SKIPO 12 L P Lr) 24 544 545 546 60 YELLOW 547 2 543 V w — -- - w � 6' WHITE ? l0 '-30 ' SKIP 124 12 UU 6' WHITE /2, I' ♦— // Q /2' Q —_ --_—_ W4-2R l (36'x36'1 L - - - ,NOTES - - - - _ I. ALL PAVEMENT MARKINGS ARE TO CONSIST Of 90 MIL ALKYD THERMOPLASTIC. 2. RPM'S SHALL BE POSITIONED ACCORDING TO INDIAN RIVER COUNTY STANDARD - ON TH£ STRIPE AEVISIONS ❑�❑ DUN RIVER CVUIVTY SHEET DESCRIPTION I DATE I By DESCRIPTION BOARD OF COUNTY COM4MONERS 666 AVENUIs No. . IGmlat*m and Asa mim, Mc. ROADWAY IMPROT'EM6N7`S SIGNING AND MA VK"G s - �2 CA TO CR 510 AND 66th AVENUE •/9/c jafi P4 n,v/a35M, meevw.y�SSYWUASHbll,cq.+