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07-26-2017 CRA Agenda w Council
Cm OF SEBAST," HOME OF PELICAN ISLAND SEBASTIAN CITY COUNCIL & COMMUNITY REDEVELOPMENT AGENCY MEETING AGENDA WEDNESDAY, JULY 26, 2017 - 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAYBE INSPECTED IN THE OFFICE OF THE CITY CLERK 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE Procedures for Public Input are on Back of Agenda 1. CALL TO ORDER 2. INVOCATION — Rabbi Michael Birnholz, Temple Beth Shalom 3. PLEDGE OF ALLEGIANCE 4. ROLL CALL 5. AGENDA MODIFICATIONS Modifications and additions require unanimous vote of City Council members 6. PROCLAMATIONS. AWARDS. BRIEF ANNOUNCEMENTS Presentations of proclamations, certificates and awards, and brief timely announcements by Council and Staff. No public input or action under this heading. 17.126 A. Presentation: Anuj Chokshi, Florida Power & Light Company Solar Projects Manager Brief Announcements SkyDive Sebastian event all weekend long July 28-30 with a special appearance of Bell 412 Huey Helicopter 7. Recess Citv Council Meetina and Convene as Communitv Redevelopment Aaencv A. Call to Order B. Approval of Minutes — May 24, 2017 CRA Meeting C. Seotic to Sewer Grant Proaram i. Consider Amending Program (Transmittal, IRC Notice of Assessment) ii. Approve Grant Award to 1400 U.S. Highway 1 - Harry B's Golf Carts (Transmittal, Application, Deed, Receipt, Plan) D. Facade Sian & Landscape Grant Proaram i. Approve Grant Award to 1655 U.S. Highway 1 - Best Western Hotel (Transmittal, Summary, Application) E. Adjourn Adiourn Communitv Redevelopment Aaencv Meetina and Reconvene as Citv Council M� SEAT" HOME OF PELICAN ISLAND COMMUNITY REDEVELOPMENT AGENCY AGENDA TRANSMITTAL CRA Meetine Date: 26 July 2017 Agenda Item Title: Septic -to -Sewer Grant Program Recommendation: Approve proposed amendments Back round: Recently, benefitting property owners of the Indian River County (IRC) North Sebastian Sewer Project received preliminary assessment letters from the IRC Department of Utility Services. City Staff was approached by some affected property owners, who are also located within the CRA and thus eligible for the City's Septic -to -Sewer (SSP) grant, to determine if SSP award monies could be used toward assessment costs. (SSP grant funds currently can apply towards ERU's, deposits, and new service fees). Although IRC will collect the assessment cost whether a property owner connects or not, it would be an added incentive for the owner to actually hook into the system if the assessment was now `covered' by the City's SSP grant. An estimated total for a benefitting property to connect to the new sewer line would be their assessment cost plus the ERU fees, or approximately $8,000 - in addition to connection charges and demolition costs of the septic tank. Benefitting properties that are vacant are currently not eligible for the SSP grant. In consideration that the sewer project will begin construction shortly, but will not be functional for 12 to 18 months, there was concern by some property owners that the SSP grant program may be depleted of available funds by the time they could actually connect. A suggestion has been made to allow those eligible, benefitting property owners, to apply for the grant presently, with a condition of submitting "earnest money" along with their application as a solid indication of intent to connect. The earnest money would be held in escrow by the City and returned in full, along with the grant reimbursement funds, at such time when the new sewer system is working and connection has been completed. Staff recommended amendments to the SSP application are: 1. SSP grant funds can be used toward assessment costs and other IRC related charges. 2. SSP grants awarded for future connection can be reserved with a $2,000 escrow deposit. If A¢enda Item Reauires Exnenditure of Funds: N/A Administrative Services Department/CFO Review: 1 (/ Attachment: North Sebastian Sewer Project assessment letter City Manager Authorization: U/ Date: 20 July 2017 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES June 16, 2017 Parcel#: Owner Name: Site Address: Mailing Address: 707 JACKSON ST SEBASTIAN, FL 32958 Map ID A - 33 interactive Map URU h ttos. //Coo. al/BG59 Hk RE: PRELIMINARY ASSESSMENT — NORTH SEBASTIAN SEPTIC TO SEWER -PHASE 1 The Board of County Commissioners of Indian River County will hold a PUBLIC HEARING on Tuesday, July 18, 2017, at 9:05 am in the County Commission Chambers located at 1801 27w Street, Vero Beach, Florida. This meeting is to hear from benefitting property owners of the sewer project and adoption of an assessment roll. If the project is approved, your property will be assessed its fair share cost of the project The fair share cost is based on a Hydraulic Fair Share (HFS)/ERU allocation. An HFS/ERU is the amount of water used or wastewater produced by a typical residential unit, which water use ranges from zero to three hundred (300) gallons per day on a maximum day basis or zero to two hundred fifty (250) gallons per day on a maximum month basis_ For example, a single family home is assigned one (1) ERU and commercial/non-residential units are assigned ERU's based on County Code 201.07. The potential consumption calculations were based on the underlying future land use designation, zoning, current ERU'son existing parcels with county water, and the size of each 'parent' parcel. This assessment will reside with the property as a rw_n until such time as it is paid in full indusive of any interest on the original assessed amount. The proposed assessment- Uyt benefits your property/unit is $4,989.12 which represents an HFS/ERU share of the total cost of $1,137,519. Please note V,,at the total construction cost is $2,977,931.58 of which the benefitting properly owners portion is only 38% or $1,137519. If the project is approved, the assessed cost can be spread over ten (10) years at a special annual interest rate of 2.00% (set by the BCC). If a customer decides to connect to the sewer service they would also incur the following fees. Sewer Impact Fee Per Code 201.09 1 ERU @ $2,796.00 Each T $2,7%.00 Sewer Deposit 1 Deposit @ $50.00 per ERU $SO-00 I New Service Fee if not an existing utility customer 1 New Service Fee @ $25.00 $2,871.00• $25.00 Total `In addition to assessment fees - The sewer impact fee can be spread out over a 5-year period at an interest rate of 2.00% per year. Details of all related costs as well as a hypothetical monthly bill are depicted on the attached spreadsheets. lu C.% _ 1- The County will not require payment of the assessment fees or impact fees until the project has been completed r Resolution 94. At that time, details on payment plans will be provided. An informal INFORMATIONAL MEETING will be held on T - y, luly 11, 2017 at Sebastian City j Chambers, 1225 Main 5-ree[, Sebastian, Florida 32958 at 6:00 p.m. All interested property owners are encouraged to attend. Should you have any questions, please contact the Utilities Department at (772) 226-1821. Sincerely, Arjuna-�teragoda, P.E. Capital Projects Manager ma SERA T_" HOME OF PELICAN ISLAND COMMUNITY REDEVELOPMENT AGENCY AGENDA TRANSMITTAL CRA MEETING DATE: 26 July 2017 AGENDA ITEM TITLE: Septic -to -Sewer Program Grant Application RECOMMENDATION: Approve grant application up to the maximum permitted. BACKGROUND: In accordance with the Septic -to -Sewer (SSP) Grant Program, a grant application for a parcel located within the CRA district has been submitted. The property will be removing an old septic tank along with connecting to the Indian River County's wastewater sanitary system. A complete grant application has been provided, including a copy of the deed, proof of taxes paid, and a wastewater connection design plan as submitted from the following applicant: • 1400 U.S. Highway # I — Kenneth & Diane Chapin —Harry B's Golf Carts If approved, an award can be granted up to the maximum amount of $15,000 for reimbursement of costs incurred with design, removal, and connection. The first $10,000 of the award will be paid equally from the CRA and Indian River Lagoon Council grant funds, with the next $5,000 covered solely by the CRA. If Azenda Item Reauires Exaenditure of Funds: Total Cost: $15,000 Maximum Amount Available: $210,000 Administrative Services Department/CFO Review: ATTACHMENTS: 1. Application 2. Deed 3. Tax receipt 4. Construction plan City Manager Authorization: !�"—L Date: 20 July 2017 SEaASTIAN CRA - SEPTIC -TO -SEWER GRANT PROGRAM APPLICATION NO. SEBASTIAN CRA SEPTIC -TO -SEWER GRANT PROGRAM GRANT APPLICATION 1. APPLICANT INFORMATION�� /� 1 Name of Applicant: //��/ / IV IV 6 /7 Mailing Address: g6190 rf7/ e--c v Phone Number: %7;2— &6 v— Cell Number: /77.2, �lLJ� 13%Z E-mail Address: 2. PROJECT LOCATION Address of Property: / 77� �i ice. ✓/ A/ �a 976 Parcel Number(s): 3 - 3�- O 6 - 6 0003 _ OGao - 0000 �e O Property Tax Status: 7�r7j C- C( 6,dr 3. DESCRIPTION OF PROPOSED IMPROVEMENTS 4. ESTIMATED COST Please provide information on the following items: A. Cost of Current Septic System Closure B. Estimate of Connection to Indian River Utility System C. Permitting D. Design and Construction Costs TOTAL ESTIMATED PROJECT COSTS $ / Uoo. 00 $ lov, cc, $ ff�//oo. or) $ o1950d, ao Approved by CRA Board — 218/17 Page 2 SEBASTIAN CRA — SEPTIGTo-SEWER GRANT PROGRAM Has the applicant applied for other regulatory grant funding to remove the targeted s tic system? (Please check appropriate answer) YES NO If Yes, please answer the following questions: Who was the grant award from? How much was the total award? $ Signature(s) Ali owners must sign. The information supplied in this application is true and correct. �vnJ£—r" L, Cko �r, Pdrded Nameand Tllle n amme and Tule $ 9 e 1 StgnaUe 'r STATE OF COUNTY OF=:= A a°ro Rs". The foregoing instrument was acknowledged before me this. X) day of 2017by 1 who is/are personally known tome or has/have produced )Eb%(o- S as identification. J+ AHMA M. J15 M Y I rMYCO MSS01 F106%4 (SEAL.) ? EXPIRES: JUIy 26,2018 �.?,pNo ¢aaedrhNra1arrww¢Umen.den �6LClx/C�iiGLGG� Notary Public, Commission No. 15F/4696 7" 'L /-h.). (Name of Notary, Printed or Typed) v � This Section for City Use Only Date Application Received: t.2 / :i-o f 1-7 Date Application Reviewed: & ;L0 1 t Recommendation to CRA: j7 -1 1 aD 1t7 Action by CRA: Approved by CRA Board - 2017 Page 3 a CarolejeanJordan,cec 2016 PAID REAL ESTATE Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS T. KEY ACCOUNT NUMBER PERTY At1020129 131- 9 06 00003 0020 00 04/0 I1400 US HIGHWAY 1,,O SE q TIA , 329 8 1 TAX RODE ESCROW SKIP THE TRIP - Pay online at www.IRCTax.com If Postmarked By Nov 30, 2016 Please Pav $0.00 I Discount CHAPIN KENNETH L (TR) DIANE E (TR)(1/2) & FBO KENNETH L CHAPIN TRUST 9880 OAK TRAIL MICCO,FL 32976-3312 IllD ion: FT7�RDEESSSSUBNO. B PBS 4-74 LOTS 4 -7 INC & ABND ALLEY ADJ ACENT TO LOTS 5,6 & 7 See Additional Legal on Tax Roll Paidii/22/2016 Receipt#83-00005360 006758-000057 $3,742.84 PAY IN U.S. FUNDS TO CAROLE JEAN JORDAN, TAX COLLECTOR - P.O. BOX 1509, VERO BEACH, FL 32961-1509 - Ph: (772) 226-1343 I - a W � w 0� OO! w0 m z(9 Mz �m U W om ZJ O O, M O ofw Om 00 x� zu ZO F- wX r[ J a 3 Taxing Authority Telephone Millage Assessed Value Exemption Taxable Value Tax Amount COUNTY GENERAL FUND 772-226-1214 3.3602 183,470 0 183,470 616.50 EMERGENCY SERV DIST 772-226-1214 2.3010 183,470 0 183,470 422.16 SCHOOL STATE LAW 772-564-3180 4.5620 183,470 0 183,470 836.99 SCHOOL LOCAL 772-564-3180 2.8480 183,470 0 183,470 522.52 CITY OF SEBASTIAN 772-388-8205 3.8000 183,470 0 183,470 697.19 ST JOHNS RIVER WATER 386-329-4500 0.2885 183,470 0 183,470 52.93 SEBASTIAN INLET 321-724-5175 0.1007 183,470 0 183,470 18.48 MOSQUITO CONTROL 772-562-2393 0.2515 183,470 0 183,470 46.14 HOSPITAL DISTRICT 772-770-0935 0.8443 183,470 0 183,470 154.90 FLORIDA INLAND NAVIG 561-627-3386 0.0320 183,470 0 183,470 5.87 LAND ACQUISITION BND 04 772-226-1214 0.3143 183,470 0 183,470 57.66 COUNTY LANDFILL FEE 772-226-1300 355.50 SEBASTIAN STORM WATER SERVICES 772-388-8232 111.95 (Total Ad Valorem Taxes $3,431.34I Total NmAd Valuem Assessments $467.45 (Taxes&Assessments $3,898.791 Scan to Pay Online ) Tax Questions (772) 226-1343 4 DETACH THIS PORTION AND RETURN WITH YOUR PAYMENT( Carole JeanJordan,cec 2016 PAID REAL ESTATE Indian River County Tax Collector NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS l A EY ACCOUNT NUMBER29 131- 9- 6 00003 00 0 00 04/0 11400 US HIGHWAYPiO SEBASERTY AN, 329 a I TAX2 ODE I ESCROW 10201 SKIP THE TRIP - Pay online at www.IRCTax.com If Postmarked By� Nov 30, 2016 Please Pav I $0.00 Discount CHAPIN KENNETH L (TR) DIANE E (TR)(1/2) & FED KENNETH L CHAPIN TRUST 9880 OAK TRAIL MICCO,FL 32976-3312 Wl Deco)ytton: HNDEES SOB NO. B PBS 4-74 LOTS 4-7 INC & ABND ALLEY ADJ ACENT TO LOTS 5, 6 & 7 See Additional Legal on Tax Roll Paid 11/22/2016 Receipt# 183-00005360 006758-000057 $3,742.84 1714070 THIS DOCUMENT HAS BEEN RECORDED This Instrument prepared by. KATHLEEN IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY FL Pagel of 1 HENDRICKSON gK; 1975 PG:1303, Attorney at Law 1212712006 at 03:43 PM. 2770 Indian River Blvd 9326 D DOCTAX PD $0.10 BARTON, CLERK OF Vero Beach, Florida 32960 JEFFREY K FLORIDA BAR #379921 COURT DEED This Deed prepared without tine search from Information provided by the Grantors. THIS DEED made the 2nd day of November 2005 by KENNETH L. CHAPIN of 9880 Oak Trail, Micro, Florida 32976 hereinafter called the grantor to KENNETH L. CHAPIN and DIANE E. CHAPIN as Trustees of the KENNETH L. CHAPIN Revocable Trust UTA 11-02- 05, as tenants In common with DIANE E. CHAPIN and KENNETH L. CHAPIN as Trustees of the DIANE E. CHAPIN Revocable Trust UTA 11-02.05 of 9880 Oak Trail, Mlcco, Florida 32976 hereinafter called the grantee: (Wherever used herein the terms "grantor' and "grantee' include all the parties to this Instrument and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations) The grantor quitclaims unto the grantee, all that certain land situate in Indian River, Florida described as Beginning at the intersection of East right of way line of State Road #5 (U.S. Highway No.1.) and the North right of way line of First Street, thence run along the East right of way line of State Road #5 an arc distance of 100.50 feet to a point thence run East a distance of 99 feet to a point thence run South a distance of 100 feet to a point on the North right of way line of First Street a distance of 91.2 feet to the Point of Beginning. The above described property being also the West part of Lots 4 through 7 Block 2, HARDEE SUBDIVISION, No "B" also the part of abandoned alley lying East of State Road #5, Sebastian, Florida as recorded in Plat Book 4, page 74 of the public records of St. Lucie County, Florida. Said land now lying and being in Indian River County, Florida. Parcel Identification 06 312 39 00003 0020 00004.0 Full power and authority are conferred upon the Grantee, as Trustee of the aforesaid, to protect, conserve, sell, lease and encumber all interests conveyed hereby and otherwise to manage and dispose of same, it being the intent hereof to vest in the Trustee full rights of ownership as authorized and contemplated by Section 689.071, Florida Statutes. TOGETHER with all tenements, heredilaments and appurtenances thereto belonging or in anyMse appertaining. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed,, sealed and delivered in or presence: VO' essr>w'rTA c LfrO R �� ETH L. CHAPIN �, S+sl Ozp•� Witness C S.Jr�UA- STATE OF FLORIDA: COUNTY OF INDIAN RIVER: I HEREBY CERTIFY that on this day, before me, an officer duly authorized to the State aforesaid and in the County aforesaid to take acknowledgements, personally appeared KENNETH L. CHAPIN proven to be the persons described in and who executed the foregoing Instrument and they acknowledged before me that they executed the same. WITNESS my hand and official seal in the County and State last aforesaid this 2nd day of November 2005 r . ''. Kathleen Hendrickson cN ; = Commission NDD217437 "' Expires: Jul 06, 2007 ' "No hd�° " Sanded 11sv No uP blic, State AFlor�a��� ... " Adaride Bonding Co., Ino. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES MAJOR USER WASTEWATER ANDIOR WATER UTILITIES CONSTRUCTION PERMIT APPLICATION FORM A, APPLICANT NAME l 8NN -iu ADDRESS '/Q 70 O/o K —� Q CITY AI X c [ U STATE 1 L ZIP CODE 3a97 TELEPHONE ! 17W- >'7.� - J3 9a B. OWNERIAUTHORIZED REPRESENTATIVE AF DIFFERENT FROM APPLICANTI NAME ADDRESS CITY v6A° GEAfiJ STATE 1 Z ZIP CODE 3,:�W d TELEPHONE ! 1 7�9 -S59-3 �'99 C. PROJECT PROJECT NAME PARCELID �1-��/- Off- G0003 -cpa o_ 0000y o LEGAL DESCRIPTION -5 £ TYPE OF1P�ROJEC/T JCo.--, 17 Ufa c 'rI�,1JA 1< �.PT ST A • N / J/CS Mf1 i N HOURS OF OPERATION — S ANTICIPATED CONSTRUCTION SCHEDULE START COMPLETION FsT /-2 1,11i HAS PROJECT HAS BEEN REVIEWED BY PLANNING BOARD, PRE - APPLICATION AND TECHNICAL REVIEW COMMITTEES YES NO PRE-APPLICATIQN AND/OR PROJECT No. ASSIGNED BY PLANNING BOARD No. N/r ALL PROJECTS WILL REQUIRE AN ENGINEERING REPORT SUBMITTED WITH THE UTILITY APPLICATION PERMIT DEFINING THE PROPOSED PROJECT'S IMPACT ON THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICE SYSTEM �_f (INITIAL) THE SCOPE OF THE ENGINEERING REPORT SHALL BE DEPENDENT ON THE COMPLEXITY OT THE PROPOSED PROJECT FOLLOWING CUSTOMARY ENGINEERING STANDARDS. GUIDELINES WILL BE MADE AVAILA13LE ATTHE IC{P ANmRIVER COUNTY DEPARTMENT OF UTILITY SERVICE r (INITIAL) D. METHOD 181 OF FLOW DERIVATION ICHECK APPROPRIATE LINE (S) ( X) EQUIVALENT RESIDENTIAL UNIT DETERMINATION TABLE ( ) SPECIFIC REQUIREMENTS FOR INDUSTRIAL USE ( ) EXISTING FACILITY/PREVIOUS RECORDS 1. ERU DETERMINATION TABLE fCOPY ATTACHED): TYPE OF ESTABLISHMENT Corvi ,� R r ,�A L & i TA C SQUARE FEET / _ a FF APPLICABLE UNITS FjI J WATER: PROJECTED FLOW ----IERUS) x 250 GALLONS / DAY = GPD(ADF) WASTEWATER: PROJECTED FLOW ' (ERUS) x 250 GALLONS/ DAY = -=) S d GPD (ADF) 2. SPECIFIC INDUSTRIAL USE: TYPE (S) OF USE rJ Iry WATER: PROJECT FLOW N JP WASTEWATER: l PROJECT FLOW N I A 3. EXISTING FACIUTY/PREVIOUS RECORDS: THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT MAY CONSIDER THE PAST RECORDS OF AN EXISTING OPERATIONAL FACILITY FOR DETERMINING PROPOSED FLOW REQUIREMENTS FOR A NEW DEVELOPMENT, PROVIDED THE APPLICANT SUBMITS SUFFICIENT INFORMATION TO ALLOW THE DEPARTMENT TO DETERMINE ANTICIPATED FLOW. THIS INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO, TWENTY-FOUR MONTHS OF PREVIOUS WATER BILLS AND A COMPLETE LISTING OF THE DIFFERENCES IN THE EXISTING AND PROPOSED FACILITY SUCH AS SIZE, HOURS OF OPERATION, TYPE OF USES, NUMBER OF EMPLOYEES, ETC. E. GENERAL: ADDITIONAL WATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT REQUESTED (ESTIMATED) d PAGE ADDITIONAL WASTEWATER FLOW ANTICIPATED FOR PROJECT PHASING, BUT NOT REQUESTED (ESTIMATED) C) HIGH STRENGTH WASTE - YES' NO IF YES, COMPLETE AN INDUSTRIAL WASTE PERMIT APPLICATION B 0 D (BIOCHEMICAL OXYGEN DEMAND) nl JO S S (SUSPENDED SOLIDS) N A PHOSPHORUS N A F. OTHER REQUIREMENTS: 1. WILL THE DEVELOPMENT UTILIZE THE FOLLOWING? RETROFIT EXISTING PLUMBING FIXTURES WITH WATER SAVING DEVICES YES X NO IRRIGATION REUSE SYSTEMS YES _X NO IF YES, PLEASE ATTACH A STATEMENT CERTIFIED BYA PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA INDICATING THE EXTENT OF SAVINGS, TO INCLUDE SUPPORTING THE DOCUMENTED HISTORICAL DATA. PLEASE NOTE: MANUFACTURERS LITERATURE IS NOT ADEQUATE. 2. ZONING EXISTING ZONING ON PROPERTY TO BE DEVELOPED CL./(L IS EXISTING ZONING APPROPRIATE FOR PROPOSED DEVELOPMENT? x YES NO 3. PLATTING IS THE PROPERTY PLATTED APPROPRIATELY TO SUPPORT THE PROPOSED DEVELOPMENT? X_ YES NO IF YES, PLEASE INDICATE IINDICATE THE PLAT BOOK AND PAGE NUMBER PLAT BOOK 7 PAGE �o 4. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS A WATER OR SEWER EXTENSION REQUIRED? YES - NO PAGE IF YES, THE APPLICANT MUST OBTAIN THE REQUIRED FDEP PERMIT PRIOR TO THE ISSUANCE OF A COUNTY PERMIT 6. SITE PLAN YOU ARE REQUIRED TO SUBMIT A SITE PLAN INDICATING ANY ON OR OFF -SITE SANITARY SEWER AND/OR POTABLE WATER LINE CONSTRUCTION AND THE POINT OF CONNECTION(S) TO THE COUNTY'S EXISTING SANITARY SEWER AND/OR POTABLE WATER SYSTEM. 6. ITEMS SUBMITTED WITH CHECK LIST A( PROPERTY APPRAISERS MAP/EQUIVALENT (FOR LOCATION) I< SITE PLAN (REQUIRED) K BUILDING PLANS p' FDEP PERMIT APPLICATION WITH CONSTRUCTION PLANS AND SPECIFICATIONS 7, SEE ATTACHED PROJECT CHECKLIST OF ITEMS REQUIRED FOR FINAL PROJECT C.O. SIGNED �C� DATE TYPEORPRINT�NvZ� APPLICANT: NAME AND TITLE PAGE 1, 1 1 I I 1 P Eg. NG FO B. I CO R T IF THIE 1 Co T 1 I INTO GR IPRO SET P 60X W D CO 1 LIFT STATIJl 1 P EL=a A 0+83.Dq AL Box OP I E0+59. - A I I I I 1 NOTE 1 ALL EVAnONS SHONN ARE REGTIVE H OF 10.00' TO THE ASSUMED BUILDING. OF THE EXISTING BUILDING. ' NOTE: r CONTACTOR TO TAKE DUE CARE WITH THE CONSTRUCTION AROUND THE EXISTING POWER r POLES 10 INSURE STRUCTURAL IMEGRTY OF INS I THE MILES AT . r r I U.S. HIGHWAY NO.' 100.63:__ I / PPAWLE I I 1 I / EXISTING DRANFIEW // I I ' RO BE REMMD)J L--� 0 AN BE Co. CAPPED AND $BUDNGROUTEDI AND ELD TO I I 1 If I I ABANDONED. a I I I NOTE: I I I ' I I CONTRACTOR TO MELD N ALL INyEB. OF TTT I BUILDING GNITANY SEWERS CE L{NES. I r \\ I NOTE: CONTMCiOR SHALL NDTIF1' E INEERIOF MY II _ B PLAN, TH IS A STUB OUT LINE DMATIONS FROM GRADES S N ON �PLANj` 1 — L IASHED LINE) I THIS IS LOGTE . \ .A THE GREASE T AND DDM O UNE. IF THE NE IS NOT LOG ED, \ VOf INSTALL NEW UNE (SOLID LIN W 9 AtiE TRAP ANDI DOMESTIC W N, DO g \\ 'TO INS EXISTING CONCRETE AN TO ABs LOT AS REQUIRED 1 \ / TO INSTALL NEW PIPING AND TO ABWONC EXISTING SSA 1 PROPOSED 2"0I flA11 VNYE � \\ BEPIIC TANK AND REPIACE WITH 5" CONCRETE SLAB I00 ITIT \ (LIKE AND KIND) 0) NATE UFT ST ION, VALVE I +SO - \\ ABANDON EXISTING SEPTIC TANK ONCE TROL PANE ICONNECTED TO THE NEW UFT STARON. 90 N. IMr. . .Do' \\STORY 1 OFFSET'.+.OD'NOUN I / I \ O 4,-"7 EXISTING 1 gD, BUILDING I OFFSET 0+150' NORTH + .I I O" O (GOLF CART SALES I' II + I TO WET TM IF APPROVED SITE INFORMATION OWNER KVNIM L. C. ,,, OM IKML 9L815IW1, 0.0.WM Ml. ZONING LAND USE CYN CGw.1LNCB1 NIYFRFlMM FLOOD ZONE NO TWOOMPNIC SURVEY W BEEN PETS .. R TR4 PONT SURVEY BENCHMARK ..w 6EVAMNI GF 'a.' a THE EgSNxv BIn. . WATER[WCWHIYTEASWATER SOURCE NWN m�A UTU —G N NWH wrtR WUX1Y Lmun0 NHt9wN TAX PARCEL I.D. NUMBER(S) ]e-]q-uR-wgg]-ovpv-R O SITE ADDRESS 140] V.S. M%lN4Y NO.1 3YSIW1. FlLRW ]igSB LEGAL DESCRIPTION VaEDU SVBCENSg! NO. M RAT R(fiN 4. 1NGE 76. LtlR 4-7 INGOONO An. N's"w"S' OLIEY .. TO LOTS t. I MD AS IN RECORD OUR M. RVE 413. UOS RVIT OF USS 4. TO ) WLL . A4 ISCVO . .1 PAGE 31B 9LOCs q. q• p e,0 II O�L ' �I EXISTING GREASE I�AP TO REMVN COOLER I 1 J CONTRACTOR TO F'f LOGTMN D I o— —_--_--_--_—LLCH TANK IS GREASE TRAP) �— — — — — — — — — — ——COILDING M TO DOMESTIC VERIFY ANDGRLOCATIONS OF DUSTING BUILDING I +A SWRARY SEWER SERVICE LINES FROM NU_ MIXTURES IN THE BUILDING MR DOMESTIC FLAW AND GREASE TRW FLOWS TO BE — 1 SEGREGATE-.------------ 1 14'PAYM� +ao ARMS BOX-- -- S 2T33'44_' E III OWERD AETER Box 1 I Q D D c 1 Is 14" 1+DDt Q IN mI f�l ' SYLIBOLS O' I I ''jj EXISTIN STORY THEIR N/w vel, I ✓ ICI ' R AU R AN T I" L} EI9 man T1t (min.) a,mge / nu Am TVs Light r (NOT RT OF PROJECT) I� 1 vom Oral °(tlPa: aY emomy `uynt +/ I At xlgllt Mlr). Tululy N-k.n PROPOSED 103 LF OF PRIVATE •J Noy Be Veea During Vy11gm Only. u 2"0 PE DINECnONAI_ BI�RE 1j' / 1 pm-� 1Pe — Berrlced. Or VXticd r FORCEMAIN (36" MINIMUM COVER) d (r Fasting Ugt At Plot Only) CONTRAC O TQQ RESTORE h la ' (Q D W. Zane Sign LW DSCAPE AREEEQQQQEEE��P��P IF DAMAGED - -—ilaq-er- J DURING CONS7CTION. I = I — T—T = T -1 = I — � T—�i(f).. / _ER -..H-_I—+--I.--�-I_.—f_ _-I—f_ IB" RCP _ _ a — I — _I--=1- --1-�-1---I-- -1- =1 - _ -- _ �— TCfl-- —L E% G 1 C FORCEMAM WITH 10'f I FORC � _L �-FDRCEMNN�J.iCAF— / / 10"n4" TAPPING SLEEVE. a TAPPING I NMI VALVE AND 4"xY REDUCER. _STA1+52 MR.011 E7.1 SIIY'IL — — — — — — — — — — — — — — — — — --_�------ -- ___ clu----- OPEN CUT INDMN O N DRNE MINIMUM AREAI NECE554i! TO INSTPIE WET TM an I}I INDIAN RIVER DRIVE w LIFT STATION PLAN Z I — --- ------ ----- LOCATION MAP N E.cxum.1 [WIFYN4 nV101IMIEWs.. ass n N0" PmA as ttagage6 as OC 5 W D fRCYx .'MI. M fi aFfifiAY RI°eo 6 KP[ wN eo WINS .. 1 iXVVmrns x�i O I TaOF mE u'E. GsrnIX Faa wrs PBem N.. N.ix Is.. GENERAL NOTES wxn ne ° I. a saD crngm mrnml anre a?w N�nI ao - Ns w Im..Nn u nm Raand n,µnsnwew -awy m .mN.!sa one u., w°R -., e. n.na m. (v.yyM uxd mlwn. Tw, Po11 9 n. miiki.° nl a A.. a n"n�F u:' Ixn 9'i1CR°I. me amp. n,a, -.. nwwY.e npnnxn. at ee moor - X...n Imp xu em a 1M Mef£R INx.tl s., ., a. rv4xla. M it. .emna Npn p(i V'^ NN Is Pn,1-n.1. 11 u. aaun I.. W.,Ya _rUm M. nr w 1 In 1C2 ♦. =n� n.q,- avva - n Ivor brim e 4NK tf Riw-ii -d �Ir M1 o m. mm um one nnrnn m q -Na_ .nyl N. _t'I., um YK. K,nen, eLs eY..1ewrr and n .1 wr e n.1 ..nnt Pn.m..L waaR q..gi <ulsmurnu xI£.n ,q. nww0.. -. ml °.wl.q RwL.IOngsA= D 12. Lan S a .n.mn. ¢. 1e e. wy.1.e Is fit n and eanxn. See M1.ev Hn CW. A�rN_ em aus y w b.d B. Fl�.gm=' an la, is IInOu Xnm iCS nµY.mnM mtl aaigmd M.rmnVm ntr I1. eW. TRAFFIC MAINTENANCE PLAN (FOR SANITARY SEVER TAP ON WEST SIDE OF INDIAN RIVER DRIVE) SCALE: NITS .�r...._.,...N. 1 —1 — a m...m.....>e. x _—, .....u.. -...., a N r.,K Fes...,,.., .. n-.x W -,. , . — — RI a F N SPECIFICATIONS FOR DUPLEX D.E.P. TYPE CONTROL PANEL COMPONENT LEGEND PER D.E.P. REPUIREMENTS 17-604.400 FR CqTR - FLOAT RE6ULPTOR - CFLqpNNppppATDR -4tH peon ma r Gnuggnl TWn a W a9p Nn i spar F pugcF An u+ Pi weg A NEUTRAL SHALL BE SUPPLIED TO THE PANEL FOR VOLT ETHRHS TT�RHAENSFORMER - PLARM HORNIU))ILAFryTpEgRR ALA 120 CONTROL POWER, MPI [NCI NSIK[ SNGrr SL[A -_ TTNIC&NpNARRESTOR 'jACIT gE_NEMP 4X FABRIPATFq PRIM FIBERGLAS3 SR PpET IT GO (101 - RUApf MIER D➢OR SHALL HAVE HINGES AND MEANS FONPADLOCKING. INNER OEADFRUNT DOOR SHALL HE 5052-HEIR ALLOY ALUMINUM. ALL MOUNTING PRMUNAERMINPL STRIP IDLES SHALL BE DRILLED AND TAPPED, SELF TAPPING SCREW NOT CCEPTABLE. FS _ ooM - FUSE ALL BOLTS, NUTS, LOCK WASHERS, AND MACHINE SCREVS SHALL BE STAINLESS R RTS FpUCSLEp SS - FHEEFEILLOVIIG MAJOR COMPONENTS ARE REQUIRED N REGULATOR TERMINAL STRIP NEUTRAL 1) MAIN BREAKER qDp/pL - _ OVERLOADyCQ 2) EMERGENCY BREAKER AND GENERATOR RECEPTACLE-RUSSELL STOLL 3) PUMP BREAKERS ECB �� - EMEERGVIR CI BUTAKBREAKEI 4) CONTROL CIRCUIT BREAKER ALTERNATOR qLP C/B LLB p ,PpR�T p _ MPqUMP - BREAKER BREAKER ])5) RRMM LEVEL VITH SILENCE I IIMPAuE p}R;ppl %PB PS P2 LIGGHH RESTO ALARM - WHEN SILENCE LIGHT STAYS ON ARRESTOR - B) LSURGE L _ pp��PC¢¢21 SUPPRESURIGHTNING POnN�ORRUNAINIIICPTORS HHOUEEiTTT�.pEA4 R OPUMPEAU 1W) MONITORING VOLTAGE LAY IFFEIMONITORING RELAY If 3tl, UNDER VOLTAGE _ pSEC` iNAIL ALTF:RVU 11) MAMA RATED MOTOR STARTERS WITH OVERLOAD PROTECTION ALT ATO FOR ALL PI�VERTLEGS Iv VM/PM- VULFAGE/PHAAlf MUMTOR IPTB - INCOMING ELAPSE TPI MMEE EEPR53 13) CAPACITORS AND START -RELAYS AS APPROVE➢ FOR MYERS PUMPS NTH POWER TERM. BLUE -NEUTRAL- TERM. BLOCK ON SINGLE PHASE SYSTEMS. TYPICAL SEQUENCE OF OPERATIONI 1. ON RISE LEVEL, LOWEST FLOAT WILL CLOSE CIRCUIT To RFr AY. I[AT Al IMP 2. ON FALLING ALL PUMPS WILL DE -ENERGIZE AT THE OPENING of THE )LEVEL.FLOA VILEST (OFF) FLOAT CONTROL TRY WILL BE SUCH THAT NO FLOAT FIBERGLASS WET WILL DEPEND T FOR FLOAT FOR ITS ANUSCHEHENMATICS, PS AMMROL L 3. CONTROL PANEL SCHEMATICS, IN PLASTIC LAMINATE, IS TO BE AFFI%ED TO TO ALUMINUM ACCESS THE INSIDE IF THE BIER ➢DIE. L COVER (LOCKAS 4. ALL MIRING SHALL BE NUMBERED, 5. IN THE EVENT THE PUMPS BEDIG ED REQUIRE SEAL FAILURE 1 VALIDATE OMPO SHALLCOMPONENTSF RNI INDICATION TO VALIDATE WARRANTY, THESE COMPONENTS SHALL BE FURNISHED PS REQUIRED. 6, ALL COMPONENT LABELS SMALL BE OF THE LAZER PRINTED MYLAR PLASTIC LPBELE. J. A 21 HOUR EMERGENCY TELEPHONE CONTACT SHALL BE DISPLAYED BY THE OWNER. t AQ 304 S.S. THROW SWITCH DISCONNE CONTROL PANEL 30 SS.3R OR FIBERGLASS GENERATOR RECEPT \\� HP. MLIDEL NO. A304<OA.E) ALUMINUM UNISTRUT 3/4' HGSE BIBB SEE NOTE M1 BELOW 3/4 'GALL RISE SLEEVE REQUIRED--B IT OFF BLDG) LIGHTNINGARRESTOR �ELECTRICIANED BY- j (2') SEAL OFFS (b- 2- CONDUITS REQ'D JLFOR 2 HP PUMPS (3)- 2' COMMITS REWD FOR 3 HP AND LARGER PUMPS WAT R LEVEL CONTROL .- TO PU NUMF REQUIRED ) -4- ALUMINUM PIPE • ] �LONC. SLPB 48' L 12' W 10' D 2' PVC VENT W/ 1 x x TO WATER SUPPL BR Mp.2AROU➢D W STAINLESS STEEL \ POSTS ROO 0 ROD INSECT SCREEN. TO SERVICE LOCATION (FROM EX. STRUCTURE EAST OF TWO 2' CONDUITS L STATIWN TWO 2UUN➢UIT HUBS INSTALLED NOTE FOR' ELECTRICAL CONNECTIONS 01. THE SITE HAS AN EXISTING WATER SYSTEM WHICH WILL PROVIDE WATER SERVICE TO THE LIFT STATION. A NEW NOSE BID AT THE CONTROL PANEL WILL NOT NEED TO BE EL.(4� INSTALLED IF AN EXISTING HOSE BIB IS ON ANY OTMER THE EXISTING STRUCTUMES WITHIN _ R 100 FT. IF THE CONTROL PANEL. 12 #2. ALL ELECTRICAL COMMIT SHALL BE RIGID METAL ABOVE GROUND AND PVC BELOW GROUND, Lf OELECTRICAL RISER 3 SEE EI E\ CHART EL®1. I. INLET FRY➢ MST @aA @zx rw 5' �wa vnron MAX. DEPTH SECTION B-R -TMDARED FEATURES . allo- wa Deco N@ . APM- eem."a"N'as�mm um m AP ruxoreR „_ • wa-wawsm )wmm au a1x.ww.e AA . P,P,A ,1nnmuR°cro eAuw auwo O 6 6� RURM- C- O INNER DOOR LAYOUT SHOWN 1-1/4' SCH B0 PVC BACK PAWL VIEW FI FOTRIG.AI CONTRDI PANFI (MOT TO SCALE) 90- V/ 2' HALL BEIq (TYPJ ON LAP. \� \PVC SCH -�/ 1-1/1 CHECK VAL EV (2 TOTAL) OUFT STATION PLAN - DUPLEX STATION (DUAL PUMPS) 2 x.Ts. POLY RESIN VALVE BOX (32' x 32' x 28- D) ACCESS COVER FOR AT WELL L VALVE VAULT SHALL BE LOCKED u.Ev. = 119D ELEV,N 1 . 24 T-- MIT HOLDING (RAC BRACKET 90• I -I/ • SCH 80 1 BEN➢ PVC DISCHARG 1;= T, IS LIFTIN CABLE r DB W/PP TRAP IM� VALVE (2 TOTAL) AB' T MIN. LIFT -OTT SYSTEM I �I p SS GUIDE RAILS N1-1/4' SCH 80 PVC O N-O MENA 4X ENCLOSURE WITH DEAD TREAT OUTER ROOF 10 i 2- PE. DISCHARGE LIKE (36- COVER) x 2' BALL VALVE -A- PVC. BALL VALVE (TYP.) TOTAL) 'X2B' POUY RESIN VALVE BOX CURABLE COVER) 2' EMERGENCY PUMP OUT W/ 2- X 1 1/4• CO&ANIO FLANGE AND I / 1/4- PVC GATE ` VALVE Ir IN GRADE 1 LI• B�VE� .... .E IYN lrx[ xNx NLe M--w `-M 1— IMP" aECV rM4L uu& Y ® .maPx - Mvwr uw,p i. rurtmw APPEA- v�iO�V¢racc xwnm LB 1 MP @'m9r n bj- re6awfu Cv e N o @v.mr .e na i.0 ov xwnm xNo M r LwP¢MA, LIS e Z34 sr m ono �AN�.mm O e av OROI iEM- VEu -trezr �ELLErAFI.OA • ` @LE-NNn SINGLE PHASE SCHEMATIC �ODUPLEX PUMP CONTROL PANEL WIRING SCHEMATIC 2 x.T.S ELEVATION CHART (NGVID I NUMBER OF ERU'S 1 I 1 LIFT STATION TYPE DUPLEX ELEVAT TYPE OF ESTABLISHMENT COMMERCIAL DIAlETER Di WETWELLQ�l 4 FT. (FINISH GRADE AROUND SLi, 8.00 POLY RESIN VALVE BOX I A I TOP OF WETWELL 8.90 32'x 28'O) 1 A. f I TIP OF VALVE MX 0." I �(32'x �I N INLET INVERT ) 6..J 2• PE. TO 1 1/4' PVC I HIGH LEVEL ALARM 6.9595 SCH BO TRAN. COUPLING tl I 2ntl PUMP ON 6.80 rf 0- 2' HIN e T Is PUMP ON -A 6.30 11 1 1/4. 90• I i/4' 90' 1 1` 4' SCH BO N 1 1/4- TEE PVC, DISCHARGE Q? TOTAL) 1 tBALL VALVE TO (2 TOTAL) VALVE VAULT SECTION E-B O 2 xT.s. 1 u I1MI APUMP DISCHARGE WITH SEALING FLANGE 1 I( 3/4 CU. YD3. CONCRETE GROUT 6' TO PREVENT FLOTATION (- EL(4)r .� • . / CONCRETE FILLET WITH 1-1 BATHE, AS REQUIRED, FOR HOPPER BOTTOM AREA TO BE NO GREATER THAN THAT NEEDED FM PROPER INSTALLATION AND FIJWTM OF THE INLET I P I PUMPS OFF 5.50 I - I o I BOTTOM OF WETWELL 1 I 3.90 I 1 PUMP DATA CHART 11�� (L)I RIMARY PUMP CAPACITY 29 GPM 10 PRIMARY TDN 1 64 FT I S ]SECONDARY PUMP CAPACITY 1 29 GPM S SECONDARY TOM 1 64 FT 1 S 'Eft INFLUENT FLOW RATE S 'UMP CYCLE TIME 1 0.94 GPM SYSTEM MANUFACTURER 10 MIN, f MYERS z(Ap UPP MODEL W. I S RPM IMG200-21P 3450 -� TOP E:. Q I ® HORSE POWER ® ELECTRICAIEVOLTS/PHASE 1 2A 1 B30/1 _INVERT EL� FULL LOAD AMPS ® START AMPS ISA 51.9 J INL _ H.LA iL. 10 PIMP DISCHARGE SIZE f9 IM DIA S@IDS 1-1/4' I GRINDER 2N➢ PUMP M ELQ 10 (IMPELLER SIZE 1 5' 1ST PUMP ON El PUMPS arr EL BOTTOM EL. SECTION A -A N1 FIT R1Df PIP AP IS SC➢Q)ARE .N ADDI MA 0.PMBTILS ARE IN A[COIWNS WITH KNBBACILfQRS THE FIBERGLASS BASIN SHALL HE MANUFACTURED SEE ELEVATION CHART FOtJd NRUl+ MT MECBBAt@6 .V0I DETAILS FROM LLroEBCIAL GRADE POLYESTER RESIN. THE COMPLETE AT WELL SHALL HAVE A DYNAMIC /� LEADING OF 16A0Y FT- LBS AND SHALL NOT LEVEL CONTROL DIAGRAM UFT STATION TOP VIEW 24,000 O UFT STATION SECTION A-ATHE ➢ESLECT VERTICALLY DOWNWARD MORE THAN A W AT L�OF LEAD APPLICATION WHEN LOADED TO 2 HIS LElNLS(Nf 2 THE FTBERIGE-MS VALVE VAULT SMALL BE A MIN. OF 32'X3YX28' BEEP. ROUT SWITCHES SHALL BE UL FN�-492J1N LISTED TYPE S-ROrOROAT' WITH 30 FEET OF CABLE me mx me..xe.rar w.w uvun rrrsan Pes n.wa mw nrw xsnq. sc nr.•a<...r....v<.aa,.we.x..+wre I m...wx.aa oopce.v.x..r �rww vxv r..�.0 vnn.mrxw.ru..a.w.s.wr saws wsA—M, .n.. a.vm+-MaMM wrtmm.e rrw as,w cs v+rnmwr.u,.a tmwan r.. mar. re^.n mrx. rs QI-,. n. m . Q�'85d� 0 h a 1.4 z z W � U �I ,AUHHrrq I� SHEer CL OF 3 into .T.. TONE PHYSIC . ON COIF IE 61 R,RE p3 SEEING IAYVILC tRFHd ILRVRS RFCO � QQ 1REXp1 d IIIKR NPR WHENYETAWEV1 X9MRIM n3 SB'4 [Y9RCf@I e 6 PPE t3[F I®IF (] i I IxvRx vAlm - _ �^AYL"R[ M� OVTAILIMI 1 9Y. LA' NR W➢PWL . ANY PPC IC s"AXA�U IWHEW RP X AE. ov � uxvrsnRWv EA PI FVATION NOTES e mmNUTO x[ AS u �AAKIF AS w AS rAmn NA Iz Arrmw AN — v a.P mN. NAT TO --�++^'M TRENCH DETAILONNwAb v"eaAxa (UNPAVED EASEMENTS) I M-I I T. WmW I[[MAXIG.LY TAWASH WOW N' • 4' IPC SA EI� W ,V£SSTTN IY Ep}[IM SMMTECT01 TAPE rrri,.. IOQLIX� 9 1. INRE IU ® '' i N S L6'IS RE �I\ ' fBK W R _ V WA 41T[ RI y3 IqE[ NULL4[ 1W mFKERE ' ,. I TUENNI WR1FA L[VEL I' �AI R �LOVRRE NEIK� ` LAIm ...ITT. . SIN.. AEST lz ORE 12' `INOinIX®m4 W%2= a�T[ ELEVATION NOTES ® AVM Ar smx Acv NVNT MMrMs NA PANA APEX — Ix PoaPm3 wrtv nx. EAX Yxwul. Mt . ANNA ME wMY.eiru.Erm TRENCH DETAIL oanneRr Iljj dVI®®BYa I (PAVE➢ AREFS i SHGULDEFS) M-2 rNSMOR yy pP4ERLCMEN 361 p1X)TLp,_ yQ Xp�� 1V \_\_ _ �p LPIRyCRA1UK INd rOR RCCVI.Y'E ��i"ifii BLS CCmSYW PPf vffLECllw ELEVATION NIPS 1Ma NEV OR INUX.M., YMKNACIIN VARR "9M3 CRLSSd6 AXY CXI4T1N4 VI PRQOII➢ Wv1TY, W. TYPE IAEGT ry SEWER, Sid. SLY@ ON �FPIRYE OMS rCCW"OI NAMES A SIMLL B.1 LAM S. ONES RA�ATM MINCE TS 0 W THE VASER MAW HE AT LEAST AM WHCS PRSERARY 13 WAS, NYE SIR ATWif 2 NI➢V THE OUTSIDEIi TK OIKR P@ELWE 1I IS METEMRL TO SAY TK VARR HAW A. THEW POMLIXE, 0Ai UTIOLIFY.WCROSSINGS, ONE NWL MLE UPWATERxAv VASER AMEN PINE SHALL SE LMGFn Amvf SITS rLw THEolKn PINE m TvAI( .HAMS SE EAMEN. SAT THE MnC 1[R14TIVIY. AT Ld LPoS6S1XC PIPES WALL SE MANAGED SO THAT ILL WATER MAW JOINTS LENS'EE ESFROM ALL PEACES W VAOVX irrt SAKITNSEWERS. SHAPE STERNWATEA PEACE MN"S IS S MAT WRRIKWATER AND 0 LEAST SIX EST PMJGKTS IN GRAVITY OR PRESVIS SMRM1 4VSR2, VASVR2R 4CC INIKE. OR PIPFLIKS LTCTIX4 PFLLAWEO WAYS. COSE 0 MAKfK�IdFAS "AM NUM JINNI EEER6CIETSA ]5% OF llE HER NE1Mv2 T SSI.. MAY SE LVEA AS NiALVFO RY WLvvs LINFERWG 0 SCS SRAEEl VINE ETAT- I. SIMLL CE INTONED A WPlII SCPAR X ?PN i iK PERMANENT S TR PIPE PWI XTHE A <EX.DEAKETUR A. M PIPE ERN RM PIM AR. ETT AND A EA0.NR TONTINES SUNKHM CP LS'To NEXT (4(45 METSFS. �XY1IYC NESSIENNI UTILNOTAXAM LIITIES LE GAS INWS TELEPHONE LIES. CRSLE LINES. IdlTilN MMIS, ETC) MOWN Man mXTn XMp I>s 101 UTILITY CROSSING M-4 �r� ri"LwilmSAN TANS �iwl�wl¢N° XE XTEN -I ,E TYPE I PANTY 11 V Typr 11Y MAW ELEVATION NOTES wuPTc MRdT A .Are.. Wwrts .HUNm INo�M w .YMH WBI WMR AN NPv81i0. wosSx. L VALVE AND BOX M-5 I a, I om YV\o�i�sTo'\j'�4r\i Jam.F P(iJI�iV ally n'N � NOTESw<MPPNXs r n: M Nm N ANAF N N NANS— AAn.w'.mM MT•Ma.s TRACE WIRE M-]3 DETAILS MANK 11 wMxT xmu®puaw.Fu nMt yr �nm IT-- Mwrrw<cMmYm[v PLAN VIEW NOTES m—PAESED v"LMWa°�`mi'ai vuns°fAATv®w Weo vN ANNwm -- vATEAF'nne. noANAL TAX. m WN v u[VATvi TNT v["LLN m mxil[ TT"MN� VM®NC � d N�MV�Rv AS fBAA1NACE3 VALVE BOX PAD M-6 S.v_ mn ---1 __., — me...,w a .m- r —A, :+rae -- a TEA X _.. —w.+e+T m w rew+tw,gT N..' YSAL. .— x vmS. AS. UTILITY NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ' EXCAVATION. 2. CI FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP THE COUNTY OR RESPONSIBILITY iG PERFORM THE OTHER AGENCIES O GENT AGENCIES SHALL IN Np VASE RELIEVE THE TI S, SPECIFICATIONS, VGRK IN ACCORDANCE WITH ALL APPLICABLE PLANS. SPECIFICATI6J3, GRGINAN[ES, REGULATIONS `41 Pd'Y.'AP ALL LAYS. 3. ALL DIMENSIONS SHALL BE VERIFIED IN THE ER BY THE CONTRACTOR ANDDLW IF ANY SHALL DISCREPANCIES ARE DISCOVERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. t 4. ALL SANITARY SEVER FORCE MAINS SHALL BE CONSTRUTED WITHA MIN. OF 36• COVER. p A A T A 5, SHIN DRAWINGS SHALL BE SUBMITTED FM APPROVAL TO THE ENGINEER AND INDIAN RIVER COUNTY UTILITIES PRIM TO FABRICATION AND INSTALLATION, e EL6LL1 CLASS 2 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND IRC UTILITY DEPTH A MIN. OF 48 HOURS ENCASE' MLNT DE IL$N AS N NT TJ plLc PRIOR TO THE START M CONSTRUCTION C C DNTF3 ), ALL PRESSURE TESTS FOR FORCE RAINS SHALL BE COMPLETED BY THE CONTRACTM AT HIS A v{awir N COORDINATED THESE TESTS WITH THE ENGINEER OF RECORD EXPENSE. CONTRACTOR SHALL uu rul vv"Mw"Lrloi r"moL iwrim �nAm Y Pi. PRIOR T11 HEIR COMMENCEMENT. CONTRACTOR SHALL PROVIDE AND IRC UTILITY OE 0 M .Am uO XM Mw_o..M ENGINEER WRITTEN RESULTS OP ALL TESTING. 4ga 8, THE SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO [GAMES AS -BUILT IT WOLVES. CONSTRUCTION P WO CONSTRUCTED LOCATION OF ALL MAIW FITTINGS, LATTRALCTION PLAYS THAT SHGV ,®on¢�rS M K REPAST g AT ATN umun FOR AND OTHER WATER AND SEVER TO SUBMITTAL.. PE FORMAT PGR SAID WA S LATERALS, MANHOLES, BEAPPROVED PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO SUBMITTAL. o x.� A nw�m,e T.NSA w.u--.a urm Xrmra 9. FORCE 1441NS SHALL BE FLUSHED AT A MIN VELOCITY OP 2.5 PPS PRIOR TO PRESSURE TESTING YyL A♦.\I UTILITY ENCASEMENT 10. IT SHALL FE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF CHANGES OR .MV € F'1 y CB ®,ev,mvm -..vu nSvrvxxm...u�v DEVIATIONS FROM THE ORIGINAL CONSTRUCTION PLANS PRIM TO CONSTRUCTION AND SAID CHANGE OR DEVIATION 11. CONTRACTOR SMALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD EXISTING STRUCTURES, p UTILITIES, ROADWAYS AND INFRASTRUCTURE. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. o 12. TRACE WIRE SHALL BE INSTALLED OVER ALL SEWAGE FORCE MAINS. 014 SINGLE J C DU TOR COPPER TRACE WERE WALL HE AFFIXED TO THE TOP OP THE PIPE. N SEE TRACE WIRE METAL FOR SPECIFICATIONS. 0 n 13. THE OWNER WILL PROVIDE THE CONTRACTOR A BASELINE AND BENCHMARK FOR THE USE IN M THE SHALL PERFORM, AT HIS Ri 3 ITI"CONSTRUCTIUMRV WOW GRADE STAKES. EXPENSE ANY AD➢ITIIXUL SURVEY WORK SUCH AS LRAOE SAKES. OFF -SET STAKES AND OWNTRACT SE CUT SHEETS. CUT 14. FORCE MAIN SHALL BE PRESSURE TESTED HE SAME AS WATER MAWS, EXCEPT THAT THE ; TEST PRESSURE SHALL BE DO PSL 7 d 15. FORCE MAW PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OE THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN ➢ORATION OR AS ACCEPTABLE TO INDIAN - c RIVER COUNTY UTILITIES AT AN AVERAGE PRESSURE OF 100 PSL ALLOWABLE LEAKAGE WILL BE S(y COMPUTED BASED ON AVVA C600 FOR DIP AND AWA C645 FOR PVC. XAT AT L = 1112 WHERE L = LEAKAGE ALLOWABLE (GPM) O S� "1,400 Al -MILDER OF JUINTS uu D NMIAL DIAMETER (NICHES) 5 P = AVERAGE PRESSURE RS) " 5 16, THE BACKFWL OVER ALL SANITARY SEVER FORCE MAINS HAT IS TO BE J S INSTALLED UNDER PAVING IS TO BE COMPACTED W 12' LIFTS MAX. TO A MIN. OF 95X MAXIMUM M DENSITY WITHA MECHANICAL TAMPER DR OTHER MEANS ACCEPTABLE TO THE: ENGINEER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH CIXRACTWN TEST RESULTS Al 400' INTERVALS RT HIS EXPENSE BASED ON AASHTO T-180 SPECIFICATIONS. V. THE CONTRACTOR SHALL CALL 'SUNSHINE STATE ONE CALL OF FLORIDA, INC' AT I ("3P4770 PRWR TO ANY EXCAVATION. ITS THE LAW IN THE STATE OFFLORIDA. 1& 2' POLYETHYLENE TUBIMIS SHALL WON FOR 8 EXWUSIM COMPOUND POLYETHYLENE EE PLASTIC MY A PIPL AS STLE ATED IN RTWA CC-901-88.S OR LATEST REVISION, AND SHALL COMPLY WRH THE FOLLOWING TUBING SHALL HAVE A WORKING O W PRESSURE OF RISE PSI AT 73,4• F AND SHALL SHE ND GLASS SMOOTH, ASMALL BE FREE FROM BLIMPSWE O AND IRREGULARITIES, TUBING DNSIMS AND TOLERANCES SMALL CORRESPOND WITHTHE VALUES LISTED IN ASTM D-2239, WITH A STANDARD ➢lEN RAMS (SOR) OF 9. TUBING SHALL BE ALLY LABELED WITH BRAND NAME AND MANUFACTURER. NSF SEAL, SIZE. TYPE OF PLASTIC [� MATERIAL AND ASTM DESIGNATION WITH WHICH THE TUBING CDMR IES. JIMMY FM POLYETHYLENE C-' TUBING SHALL HE OF THE COMPRESSION TYPE. UFlG A TOTALLY CONFINED GRIP SEAL AND RIN (n F COUPLING NO, STAINLESS STEEL TUBE STIFFENER INSERT SHRILL ALSO BE USED FOR P.E TUBING W /� 19. SERVICES. RI FAINT THE EX. BUILDING LIFT STATION ALL 4'0 SCH 40 PVC SAT. SEWER UTILITY CONSTRUCTION 1rFY'1Yy (Vly�ll HA FROM THE NEAR 10 THE RESIDENCE SHALL MEET THE SON 40 PVC WATER SERVICE LINE THE RANDEQUIREMENTS UC REWIREMENTS ON THE SOME FLORIOA PLUCKING CODE IRE SANITARY SEWER EDEP SEPERATION REQUIREMENTS EX NEW M RELOCATED UNDERMINING) WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE H/ OF AT LEAST SIX FEET, ANO PREFERABLY TEN FEET, BETWEEN THE OUTSIDE M THE WATER MAIN AnFO-I THE OUTSIDE OF ANY EXISTING OR PROPOSED MAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MIN, M PIPELINE CONVEYING RECWM MWATER NOT REGULATED UNDER PART 111 0 OF CHAPTER 62-610, F.AG THE MINIMUM HMIZ@RAL SEPERAT➢N DISTANCE BETWEEN WATER MAINS AND Fj GRAVITY -TYPE SANITARY SANER SMALL BE REDUCED TO THREE FEET MERE HE BOTTOM ON THE WATER I/y1 MAW 1S LAID AT LEAST SIX INCHES ABOVE HE TOP OF THE SEVER NEW M RELOCATED, �I UNDERGROUND WATER MAINS CROSSING ANY EXDTIN•G M PROPOSED GRAVITY- OR VACUUM TYPE �(( SANITARY SEWER SHAL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX RICHES, AND E� PREFERABLY 12 INCHES, AMWE ORAT LEAST 12 INCHES BELOW THE OUTSDE OF THE OTHER PIPELINE. C' HOWEVER, IT IS PREFEP.A$E TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. W AT HE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH M WATER NAIL PIPE SHALL BE , CENTERED ABOVE OR BELM THE OTHER PIPELINE. THE OCHER PIPELINE SO THE WATER MAIN JOINTS VIAL BE AS FAR AS V POSSIBLE FRIPELINE. ALTERM NATIVELY, AT MUCH CROSSHALL BE THE PINES SHABE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE At LEAST THREE FEET FROM AM JOINTS IN VACUUM -TYPE SANITARY SLAMS, OR PIPELINES CONVEYING RELLAINE➢ WATER REGULATED HINDER PART III OF CHAPTER 62-610. FACAND AT LEAST SIX FEET FROMALL J NES IN 6RAVRY- GET PRESSURE-TYPE SANITARY IMRS, WASTEWATER FORCE MAWS, M PIPELINES PAMVEYING RECLAIMED MS WATER NOT REGULATED UNREST PART nI OF CYAPTM 62-610, F.AC `aT02 !Bbq,h. N0 .B 2 M BI, HEOF . Al )RR r` O SEENOTH Ssn IIir XNESSE s EEr C3 OF 3 17760 Ma SEBAST!AN HOME OF PELICAN ISLAND COMMUNITY REDEVELOPMENT AGENCY AGENDATRANSMITTAL CRA MEETING DATE: 26 July 2017 AGENDA ITEM TITLE: Facade, Sign & Landscaping (FSL) Grant RECOMMENDATION: Review the grant application and consider. BACKGROUND: In accordance with the Facade, Sign, and Landscaping (FSL) Grant program, eligible signage and landscaping improvements may be considered for 50% of the costs, up to $7,500. Eligible exterior facade improvements (including signage and landscaping) may also be considered for 50% of the costs, up to $15,000. Capt. Hiram's North, LLC, owner of the Best Western Hotel located at 1655 U.S. Highway #1, has applied for a FSL grant to replace the panels of the hotel's existing signs with an updated design and new colors. Section 2 - Eligible Improvements, of the FSL Grant Application, lists "New signs as part of an overall improvement program for an existing improved property and removal of existing non -conforming and blighted signs" as an approvable project. However, Section 4 — Available Funding and Matching Requirement states "An individual business will be eligible for one sign only, except where more than one non- conforming or blighted sign is being replaced." The applicant has requested expedited processing of the application. Consideration may be given that, although no non -conforming or blighted items are being replaced, new signage is being proposed that will refresh and update the site, therefore, Staff is recommending approval. If approved, award Best Western Hotel @ 1655 U.S. Highway #1, 50% of the costs, up to $7,500, for sign re -facing as shown on Persona Signs Design #154735-Rl If Aeenda Item Requires Expenditure of Funds: Total Cost: $7,500 Amount Available: $86,726 If Cost Requires Appropriation: N/A Administrative Services Department/CFO Review: I J ATTACHMENTS: City Manager Authorization: Date: 20 July 2017 1. FSL Grant Funds Summary to Date 2. Application and backup material CnOF SESAOIAN HOME OF PELICAN ISLAND CITY OF SEBASTIAN COMMUNITY REDEVELOPMENT AGENCY Fagade, Sign, & Landscape Grant Program Summary To Date FiscalYear/Awarded to: Funds Available Funds Awarded Funds Awarded and Disbursed but not yet Disbursed 2005/06 $30,000 Buena Vista Eyeland $6,050 2006/07 $30,000 Wendy's $3,251 H.A.L.O. $15,000 Professional Title (expired) $0 2007/08 $30,000 Keg Shack $5,005 Sebastian Executive Plaza $4,000 Anchor Plaza $7,500 Captain Hiram's $15,000 VFW $6,775 2008/09 $30,000 2009/10 $30,000 Jerry Smith Tile $6,581 Sebastian Antiques $6,389 Island Tropical Smoothie $4,744 (tree removal) $350 Southern Sisters — Phase I $7,500 Southern Sisters — Phase II $2,463 Maxwell Plumbing $14,569 1 FiscalYear/Awarded to: Funds Available Funds Awarded and Disbursed 2010/11 $30,000 Earl's Hideaway $7,500 Riverfront Chill & Grill $7,000 f Philipson/920 Plaza $7,500 I River Grille $3,398 Kim Ellis Insurance $4,400 Fountain Plaza $7,436 Squidly Books $5,500 Washington Plaza $7,500 Professional Title $6,859 H.A.L.O. $3,717 2011/12 $20,000 Clark Water $5,500 Tire Kingdom $3,750 Riverfront Auto $6,541 Tiki Bar & Grill $13,083 2012/13 $26,000 Sebastian Vacation Rental $15,000 Alpha Hardware (withdrew) $0 2013/14 $30,000 River Park Plaza $7,500 Buried Treasures (withdrew) $0 River Park Plaza $7,500 Businesses 2014/15 Diesel Power Pro $6,718 I Diesel Power Pro (expired) $0 Tiki Bar & Grill $7,500 2015/16 $40,000 Acorn Mini -Storage (expired) $0 Capt. Hiram's $7,500 709 Washington Street $2,695 N Funds Awarded but not yet Disbursed Fiscal Year/Awarded to: Funds Available Funds Awarded and Disbursed PAIII fil Best Western Hotel TOTALS TO DATE $40,000 $336,000 Total funds in program Less funds awarded and disbursed Less funds awarded, but not yet disbursed Available Funds to be Awarded *Proposed - Grant decision pending 3 $249,274 1 Funds Awarded but not yet Disbursed $ 336,000 249,274 *7, 500 $79,226 (As of 7/26/17) * $7,500 *$7,500 FAPADE SIGNAGE AND LANDSCAPING GRANT FACADE IMPROVEMENT GRANT PROGRAM Project Location Address of Property to be improved: 11 o �-� Assessor Parcel Number(s): �{�,,�R� I (`�1Y�1-gg9Q1'I'-1� 37D� Name of Business(es) in Project...�J Building Frontage Measurement of Project: I-1-;»Z ;-v ,-ziti`, F+ 2. Applicant Information Name: 0—vz- -• 1-4, Carn����-i-, . LLCM Mailing Address: I� p (1LG _F_rVi io M, I V.o_ I city: �T(1<�n r1 . State:F7L Zip: Phone: Email: �I �C ,4._� l �, � l�L � 0�iQY Do you Own, Rent or Lease the subject property? lQlx�r� *If you are not the owner, the owner will need to co-sign this application. 3. Businesses or Services Offered on Site: 4. Description of Proposed Improvements: �17 �.ac2�,n r1 t-J - -i- - Approved by CR4 U12/06, rev. 06120107, 09/23/09, 03112114, 12/10/14, and 4126117 Page 7 FAPADE SIGNAGE AND LANDSCAPING GRANT 5. Please identify ways in which this project supports the Overlay District Concepts( C Ja n IL c' --I- k- n i- t C l t n, n c -I Lz�) I- '�4 i- ivy n t n 1 r 6. Submittals Applications must include the following materials, if applicable, for consideration by the City: Current Photo(s) of project site Assessor parcel number and proof of paid property taxes Applicant Information Listing of businesses or services offered on site Description of proposed improvements Identification of project's support of the Overlay District Current Occupational License Rendering or sketch of proposed improvements Architectural plans - elevation drawing, dimensions, measurements, etc Color and material samples Sign/Awning design drawings and/or plans Documentation of cost estimates — copies of vendor bids, estimates, etc Signature of Property Owner and Applicant Applications lacking sufficient materials to describe the project will NOT be reviewed. Approved by CRA 6112106, rev. O6/20/07, 09123109, 03112114, 12110114, and 4126117 Page 8 FACADE SIGNAGE AND LANDSCAPING GRANT 7. Estimated Costs and Timing Please provide copies of three vendor bids/estimates or other documentation of cost estimates for all proposed fagade work. a. Window or Door Replacement b. Exterior paint or siding c. _Signave d. Exterior Lighting e. Fagade/Exterior Architectural Improv. f. Architectural/Design Fees g. Landscape/Hardscape Improvements h. Awnings or Shutters i. Building Permit/Planning Fees j. Other Proposed Improvements (specify) TOTAL ESTIMATED COST Estimated Days/Months for Completion LP 8. Signatures Signe - Signed - Property Owner(s) Signature(s) This Section for City Use Amount Received: Date Reviewed: Recommendation to CRA: Action by CRA: Applicant(s) Signature(s) Approved by CRA 6112106, rev. 06120107, 0923/09, 03(12/14, 12110114, and 4126117 Page 9 persona Location Information: BWPLU - Sebastian, FL 1655 US Highway 1 SEBASTIAN, FL 32958 Store#:10338 Distributed by Sign Up Company 700 - 2151 Street Southwest PO Box 56 Watertown, SD 57201-0056 CONTRACT P:800-843-9888 F:800-843-9890 Buyer Information: Quote Date: 06/2912017 BWPLU - Sebastian, FL Project #: 154735 1655 US Highway 1 Quote #: 45803 SEBASTIAN, FL 32958 Contact: Salesperson: Terms: P-50/50 DOWN Melissa Schmiedt mschmledt@personasigns.com QTY ITEM Unit Price Total Price 1 Best Western PLUS (VN-55) 9'1" X 6' Digitally Printed Flexible Face LED Pylon Sign with two $5,435.39 $5,435.39 lines of location specific copy 1 Best Western PLUS 18" LED Raceway Channel Letters with 4'1" Logo, grey/cranberry faces $4,384.77 $4,384.77 1 Best Western PLUS (V-20) 5'5" X VT' Rigid Face Wall Sign $1,688.58 $1,680.58 Payment Options Signage Total: $11,508.74 Freight: $2,608.00 Installation: $9,056.00 Tax (Taxes are subject to the tax rules and rates in effect at the time the order is invoiced.): $0.00 Discount: ($43.01 Total Estimated Project Costs: __$23,129.y Amount required to place order: $11,564.87 Remaining balance prior to shipment: $11,664.96 Leasing lions avallable. Please sk elissa hmiedt for more details. Approved b,. ' / Date: e I "�/ �/I / r Page 1 of 6 EXISTING'. SIGN S¢E 8'-0'TALL .6'-O' WIDE 9'-0' OAH N r f — 4'-101/1f FW] PROPOSED: SIGN SIZE GRAPHIC DETAIL SCALe are•-l-o' CUSTOMER APPROVAL NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must bC verified before installation. Customer: Date: Prepamd ey_ N+Ie: tl+dP+ PphWinYlrPtaYE'e6�q Nab®ta9ev+�Omem M57r1®tNEDBYSIGNUPCOMPANY BESTWESTERN PLUS I 03/08/17 I IDV we+ra+ennwen�nis�waa®e9srmrarrmeneryrd�t �Do zistsvaets weer Lacatbrc FOeNama: I �: persona m�� SEBASTIAN, FL 154736 - R1 - SEBASTIAN, FL _ SIGNS I UG"NGI MADE w+renw,nso s>zot-0zto WatwIm 3. SOS •www.peismasigrerum EXISTING: LOGO SIZE 3'-O-TALLx 3' 6- WIDE 1T-91/16" LETTERS SIZE I I 4�-1 9/16• —� 2'-6' TALL x 8'-O' WIOE ! T N v m 1 LwBest Western PLUS GRAPHIC DETAIL Scnte 1M-10• PROPOSED: SIGN SIZE APPROVAL BOX - PLEASE INITIAL NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verifiwcl before installation, Cuscame. Data Prepared By: NaG: moquyvhmtlmvvgaymgfllwq Nttln®1vP5xvC/pMY OISN UTHIBYSIGNWCOMPANY BESTWESTERN PLUS 03/01/17 IDV aN++r++mn��t�r�e•�New+.+�xl�vwmigrN.� 700MSv SgAhe Locatmn: File Name: — Eng persona PoS m SEBASTIAN, FL 154735-R1-SEBASTIAN, FL I - SIGNS I LIGMMNG I IMAGE Watgt�lSDS7207-0210 1 Blwt< )572710210 sNpvmm la EXISTING: LOGO SIZE S=O' TALL x 3'-6' WIDE 3'-8' - GRAPHIC DETAIL Sr - Vr-r-o- PROPOSED: SIGN SIZE APPROVAL BOX - PLEASE INITIAL NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be Verified before installation. Customer. Oat.: Prepar.d Gy: Xate.Ql�npy,qy.yfallopgaptegxpa�qN�iafaNpabmvsmR MSIBIBUfEO BYBIBN NPCGMPANY BEST WESTERN PLUS 03/01/17 IDV persona ��S SuSud t Ls thl Poe Name_ E.y; PoBW210 SEBASTIAN, FL '154735 - R'I - SEBASTIAN, FL I _ SIGNS I LIGHTINGI IMAGE wa� 9K)8 -0n° xx.o manasignxmm BEST WESTERN PLUS SEBASTIAN, FL EXISf11NG SIGNS: O 8=0' TALL x 6=O' WIDE © SIGN 3' 0' • 3'-6' LETTERS 2'-6' • 8'-0' 0 T-6' x 4-3' PROPOSED SIGNS: 0 7-21/2' x 4' 101/16' 01B' 2-LINE LINEAR LETTER SET 05.5'x3,_8' 0 EXISTING SIGN TO BE REMOVED AND NOT REPLACE OR Q T-6' • 4'-3' I-RANCHISEE IS RESPONSIBLE FOR REVIEWING READABILITY AND VISIBILITY FROM LOCAL ROADWAYS �'' " CUSTOMER APPROVAL NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation. prsmrn0r: pate: h.pre BU Na--* 06INBUrm BY514N WCOl�ANY BESTWESTERN PLUS 03/O8/17 IDV ww. persona 7DDZ3saee Smhn p Fle Neme Eng MGM= SEBASTIAN, FL 15473S-R1-SEBASTIAN, FL I _ SIGNSILiGNTINGI�NIAGE Wai&WRSDS/M1 M 18D0893.0888 - wmvyersunasigro cam Nf6 SE$ASTIA(v CAPTAIN HIRAM'S HOTEL QMW NORTH, LLC HOME OFPELICAN ISLAND (772)589-4345 BUILDING DEPARTMEBT 425 MAIN SiREEi • 5®ASTIAN, FLORIDA 32958 TELEPHONE:(T72)=89-5537- FA% (772) 539-2566 LOCAL BUSINESS TAX RECEIPT Tax Year October 1, 2016 to September 30, 2017 Address: 1655 US HWY 1 SEBASTIAN FL 32958 Activity: HOTEL/MOTEL/BED & BREAKFAST BEST WESTERN HOTEL & SUITES Issued to: CAPTAIN HIRAM'S HOTEL NORTH, LLC 1655 US HWY 1 SEBASTIAN FL 32958 NON -TRANSFERABLE Business Tax Total Paid No:4209 Date:9/19/2016 InJoice # 16-0656 $217.80 $217.80 of w 3iAltUt-rLUPfIUA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULAT ION DIVISION OF HOTELS AND RESTAURANTS �o�fis 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-1011 CAPTAIN HIRAM'S HOTEL NORTH CAPTAIN HIRAM'S HOTEL NORTH 1606 INDIAN RIVER DR SEBASTIAN FL 32958 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please to onto www.myfloridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! 850-487-1395 _.._............... ..._ _ . _.......... ... ......_....-_DETACH-HER€....----------.._.._...__.._.......------- — RICK SCOTT, GOVERNOR MATILDE MILLER, INTERIM SECRETARY NON- TRANSFERABLE. o, o 0 ISSUED: 03/12/2017 DISPLAY AS REQUIRED BY LAW SEQ# L1703120000021 Indian River County Tax Collector: Payment Confirmation Page 1 of 1 Indian River County Tax Collector: Payment Confirmation From: no-reply@payment-express.net Sent: Mon, Nov 28, 2016 at 4:48 pm To: dlafortune@hirams.corn ThanK you for your payment. Carole Jean Jordan Indian River County Tax Collector Po Box 1509, Vero Beach, FL 32961-1509 Confirmation # 53063860962 J Items Paid Transaction Details Items Payment Date:11/2812016 4:48 PIA EST Item Description Amount Bill Yr: 2016 Regular Due: 03/31/2017$ 25,462.97 Transaction #:2148893 Real EstateAcc# 30-38-21-00001-9999-0003310 Reciplent:lndian River County Tax Collector Location:lntemet Payments Received Via:Ontine Payment Account Paid "'1400 $ 25,462.97 e-check pnc $ 26,462.97 Total Charged: Paid By Captain Hirams Hotel North, LLC dlafortune@hiram s.com The payment will appear on your statement as "INDIAN RIVER TAX COLL". For more Information on payments handled by the tax collector, please visit our websile at http:/Avww.irctax.com. https: Happs.rackspace.com/versionslwebmai1112.9.4-RCIpopup.php?wsid=762f5d6eb6be l ... 7/ 12/2017