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Home My WebLink About06062003 1225 Main Street [] Sebastian, Florida 32958 Telephone (772) 589-5330 I~ Fax (772) 589-5570 City Council Information Letter June 6, 2003 Construction Timeframe for Barber Street Sports Complex Fairfield Lane Parkin.q Area As City Council recently authorized Dickerson Contracting of Florida to commence with construction of the Barber Street Sports Complex Parking Area on Fairfield Lane, please be advised that construction is scheduled to begin Monday June 23rd. This date is appropriate in that the Planning and Zoning Commission is scheduled to review and consider approval of a respective site plan during their June 19th meeting. Construction is anticipated to take approximately ten (10) weeks, whereby the facility is expected to become available for use in late August, in time for the Sebastian Panthers 2003 youth football season. Offer from Florida Inland Navi.qation District A couple weeks ago, I attended a function at the Environmental Learning Center hosted by the Florida Inland Navigation District (FIND). During this meeting, I was approach by the agency's executive director Mr. David Roach about the prospect of FIND donating a significant portion of the remaining Sebastian Train Station for purposes of the City showcasing the facility as a retained historical structure in the community. The building is currently located on a parcel that FIND owns just south of the city limits. The attached letter and background information confirms the offer. Building Official George Bonacci was directed to inspect the property in an effort to ascertain whether or not the building is retaining structural integrity. I will advise you during an upcoming meeting as to the condition of the facility, so that you can formally consider the offer, as well as address and communicate specific ideas relative to use. City Council Information Letter June 6, 2003 Page 2 Cooperation from Florida Power and Li,qht with County Powerline Road Street Resurfacin,cl Pro,qram As reported last week, discussions were recently initiated with staff from the Indian River County Department of Utilities relative to logistics and tasks associated with implementing the Powerline Road Infrastructure Improvement Program just south of Barber Street, meandering out of the city limits and into County Road 510. A possible integral component of this effort may involve the cooperation of the Florida Power and Light Company (FPL) to relocate power line poles from the eastside to the westside of the thoroughfare to accommodate use of an easement to properly apply resurfacing and widening techniques accordingly. I am pleased to report that recent discussions with FPL officials indicate a willingness on their part to work with Indian River County (IRC) regarding this possibility - in lieu of acquiring portions of rear yards of Sebastian residences. However, such a task may prove to be rather costly and therefore may necessitate IRC having to consider applicable budget adjustments to effectively execute the project. Earlier this week, IRC Director of Public Works Jim Davis informed us that $250,000 has been budgeted in the current fiscal year for this program - much of which was anticipated for expenditures related to necessary land acquisition and/or utility relocations efforts. As such, additional funds would likely have to be considered via next year's budget process to finance actual construction costs. Enclosed are respective preliminary engineering drawings currently under review and possible revision. Final plans are obviously conditional upon which of the aforementioned approaches are to be implemented. Director of Finance Recruitment Efforts As referenced in the attached memorandum as compiled and delivered by Director of Human Resources Jim Sexton, the City of Sebastian has formally initiated efforts to recruit candidates for the soon to be vacant Director of Finance position. The process was initiated earlier this week, yielding a few applications and inquiries thus far. Various advertisements were published in local, state and nationally circulated publications and websites, including the those administered by Govtjobs.com, Florida League of Cities, the Government Finance Officer's Association, the Florida Government Finance Officer's Association, as well as the illustrious Press Journal. Also enclosed is a copy of the advertisement. The introductory text City Council Information Letter June 6, 2003 Page 3 emphasizes that the City of Sebastian is a progressive organization that is currently implementing exciting programs and projects, notably the recent revenue bond issue, new city hall construction and police station expansion. As such, we are quite confident that numerous applications will become available for full review and consideration. Enclosure(s): Memorandum from Jim Sexton - Director of Finance Recruitment Process Director of Finance Advertisement Letter and Background Information from David Roach, FIND - Sebastian Historic Train Station Personal Copies - Draft Engineering Design Drawings from Indian River County, Powerline Road Improvements My Documents/InfoLetter178 HOME OF PEUCAN ISLAND To: From: Date: Re: Terrence Moore, City Manager Jim Sexton, Director of Human Resour~ June 2, 2003 Recruitment for Finance Director The recruitment process for the Finance Director position has begun. The position is posted on www. Govtjobs.com, a website dedicated to government sector employment. It is a national site that will allow us to recruit from a very large pool of qualified applicants. Additionally, The position is posted on the Florida League of Cities website and will be included in the Datagram until the position is filled. The Datagram is a publication that reaches hundreds, if not thousands, of governmem sector professionals throughout the State. The position has been posted with two professional organizations, the Government Finance Officer's Association (GFOA) and the Florida Government Finance Officer's Association (FGFOA). The announcement will be included on their website as well as their newsletter. Locally, we posted the position in the Press Journal classified section and in the "top jobs" section of their website. I will continue to keep you updated as we receive applications from qualified candidates. If you have any questions or comments, please do not hesitate to give me a call at x8202. JS DIRECTOR OF FINANCE Salary Range: DOQ ($55,016 - $63,779) The City of Sebastian, a scenic waterfront community, is located in the "Treasure Coast" region of Florida in Indian River County, approximately midway through the east coast between Melbourne and Vero Beach. Sebastian boasts its beautiful parks, public elementary and middle schools, and a high school just outside its city limits. The City recently received an A+ rating for a municipal revenue bond issue and currently has projects in progress such as a new city hall and police department complex. Sebastian is a progressive, growth-oriented city, with a current population of approximately 20,000. The City of Sebastian is seeking an individual (C.P.A preferred) with a Bachelors Degree in Accounting, Finance, Public or Business Administration, or closely related field; supplemented by three (3) or more years of progressively responsible finance experience to include governmental accounting, preparation of complex financial statements, GASB 34, budget documents, and financial management experience in a local government environment; or any equivalent combination of education, training and experience. The selected candidate will report directly to the City Manager who serVes as the Chief Executive Officer. Responsibilities to include, but not limited to: enterprise and fund accounting, financial analysis, debt financing, budget preparation, investments, financial forecasting, and oversight of the City's Management Information System Division. Submit City application and resume to Human Resource Department, 1225 Main Street, Sebastian, Florida 32958. Position is open until filled and subject to close without notice. For more information please call 772- 388-8206, or to download our application, please visit our website at www.cityofsebastian.org. Equal Opportunity Employer/Drug Free Workplace. FLORIDA INLAND NAVIGATION DISTRICT May 29, 2003 COMMISSIONERS CATHLEEN C. VOGEL CHAIR MIAMI-DADE COUNTY CHARLES R. FAULKNER VICE-CHAIR FLAGLER COUNTY GRAYCE K. BARCK TREASURER VOLUSIA COUNTY GAILA. BYRD SECRETARY MARTIN COUNTY TED B. MOORHEAD BREVARD COUNTY THOMAS P. JONES, JR. DUVAL COUNTY SUSAN M. ENGLE BROWARD COUNTY KENNETH F. HOFFMAN iNDIAN RIVER COUNTY CHARLES A. PADERA S~JOHNSCOUNTY DON G. DONALDSON S[LUCIECOUNTY JOHN D. BOOTH PALM BEACH COUNTY DAVID K. ROACH EXECUTIVE DIRECTOR MARK T. CROSLE¥ ASSISTANT EXECUTIVE DIRECTOR Terrence Moore, Manager City of Sebastian 1225 Main Street Sebastian, Fl. 32958 Dear Mr. Moore: JUN 2003 Received City M ' ana£er s Office RE: Sebastian Train Station In follow up to our discussion last week, a significant portion of the old Sebastian Train Station is located on property that the District owns just south of Sebastian. Attached are excerpts from our Cultural Resources Survey report of the property which discusses the train station. It appears in fair to good condition and the District would like to donate it to the City for public use. To inspect the building, you can access the site at the south-central gate on US 1 and Vickers Road located across from the mobile home park and the gas station. A location map is enclosed. The combination to the lock is 1313, push up before pulling down. We recently had another structure on the property burned down by vagrants. It is our hope to move the train station before it suffers a similar fate. Please review this matter and let me know of your thoughts at the earliest instant. Executive Director Cc: Indian River Historical Society George Bmmell ADMiNiSTRATIVE OFFICE ON THE INTRACOASTAL WATERWAY IN PALM BEACH COUNTY 1314 MARCINSKI ROAD, JUPITER, FLORIDA33477-9498 TELEPHONE 561-627-3386 FAX No. 561-624-6480 www.aicw, org 99th St STATII ? Phase I Cultural Resources Survey of the Indian River County, Florida New South Associates 6150 East Ponce de Leon Avenue Stone Mountain, Georgia 30083 Figure 6 Project Area Field Investigations ......... ,._ ...... Jack Vickers --__ ~ Former Residence ~, · . o .· o . · · ° Building No. 3 ~1 Building No. 2 Building (Not Historic) ~Nodh Project Boundary Drainage Ditch · Shovel Test Location 0 60 120 m ~ I Building No. 4 66 Donald Vickers and is now used as a private residence and commercial health center. Another building, located a short distance to the south of the health center, was the home of Jack Vickers (8IR996) and was built in the 1940s. Four of the buildings present on the property are clustered in the southwest quarter and were associated with the operation of Vickers Grove (8IR997). One is a non-historic small masonry structure built in the 1960s and used as an office. The remaining three are historic structures. Two of the historic structures are metal buildings constructed in the 1940s ($1R997). These two buildings are in the southwest edge of tine containment basin's berm and will__ be potentially impacted by the proposed project. The third building is a portion of the previously recorded original Sebastian train station and may date to as early as the 1890s (8IR154). Two-thirds of the train station was moved to its present location by the Vickers; the other half was burnt down by the fire department in a training exercise (personal communication, Donald Vickers 2001). The station appears to be outside of the area of potential effect and should not be directly impacted bv the project. While not considered NR eligible because of its alteration and relocation, the train statio~ possesses good structural integrity and is considered to be of local historic value relating to the early operations of Florida East Coast Railway and development of Sebastian. It could perhaps be moved and maintained as a functioning structure. A visit to the Duck Point Site confirmed the presence of a disturbed artifact scatter represented by water-worn ceramic sherds along approximately 225 m of shoreline. The two shovel test pits dug on land near the shore and in an oak hammock west of a dredged pond contained no cultural material. A prior Cultural Assessment Survey of Duck Point by Florida Archaeological Services also did not find cultural material in 11 shovel test pits (Johnson and Basinet 2000). Thus, the origin of the cultural material from the Duck Point Site is unclear. It is possible, as suggested bv Florida Archaeological Services, that the artifacts have been eroded from a more northern source along the shore and transported to the point, or that the site has been completely eroded, leaving only a secondary deposit (FAS 2000). The site material may also be eroding from a submerged component in the near shore, which is being transported to the shoreline. While unlikely, but possible, the site could also be below the I m depth of testing, and a deeper examination may be 69 / OJd Sebastian Figure 8 TrainDepot ,4 The primary building once seN-ed as original Sebastian railroad depot. It ~'as constructed around 1900 and approximately t;vo-thirds of it ~'as moved to this site sometime in the mid-~ventieth century. The remaining third ~x, as burned by the local fire department during a training exercise. The structure on this site is constructed of board and batten ~vith tnvo hinged ~varehouse door on each side. The roof features ~'ide, overhanging eaves ~,'ith exposed rafters and curved brackets. The w, arehouse doors are cons~ucted of narrox~~ beaded board. The east gable end has a modern garage door and is used as an office. The remainder of the building serves as storage for the Vickers ci~rus grove. Although this structure is certainly unusual for a citrus grove, it has been moved to this site which disqualifies it from the NRHP. It also resembles hundreds of other early twentieth century, railroad depots across the South and is therefore, not recommended as eligible to the NR_HP. A~ent to this railroad depot are two corrugated metal, front gable structures co~,xt~,_xcted c. 1945. One contains sliding wareh~the main facade. ~o~er features three sets~,,of__ o~ on ihe .main elevation~ouble doors~enter an~ht a.n, d warehouse ~00r~i~_ ~the left. This building also has a s.'~'l'~<~J~ff extensi°n t° the 7est elevati°.n t~atls oo en s ore equipment. ~ two structx~es are not ~y or archi.'tec~u~..ally INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS Locqfion of Project ~ 30-31-39 | C.R. 510 (85TH ST) 31-31-39 C.R LOCATION MAP POWERLINE ROAD 510 to BARBER STREET c.P. #02i7 Shoo! Shoe! Shoo! Shoef Shoo! Shoo! Shoo! Shoo! SHEET INDEX 2-4 5 6 7-15 14-17 18 19-22 23-24 25 26-31 $2 TYPICAl SECTIONS DEl'All. SHEET CONSTRUCTION NOTES PLAN ~ PROTIL~ (POWERLINE ROAD) PI. AN ~ PROFILE ('C.R. $10 (8$lh ST.)) PI_AN ~ PROFII_~ (BARBER STREET) POWERL)NE ROAD CROSS SECTIONS C.R. $10 (85~h ST.) CROSS SECTIONS BARBER ST. ROAD CROSS SECTIONS SIGNING ~ PAVEMENT MARKING PLANS SUMMARY OF OUANTITIES PREPARED BY INDIAN RIVER COUNTY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION CHISTOPHER J. KAFER, JR. P.E. ~,~,lr-~l~. i~u. 0028334 DATE: 55' 29' 26' 12' 12' 4' 4' 9' 9' I i RIGHT TURN ZAN£ NORTH BOUND ZANE I PAV~O STAB~ ' ,-4 ('~ ...... ~,-.- 2.-- - ~ ~- .'~ 70th A ~UE 4" cooUINA SHEZZ ~ 6= STABIUZED SUBGRADE ~BR 402 AT 98% (MAX) D~NSI~ AT 9aX (MAX) P~R ~SHTO T- 180 PER AASHTO T- 180 TYPICAL SECTION ~ coA ~ NORTH BOUND LA NE STA. ~0+25 TO STA. 13+54 SCAL~. 1 '~ 10' , 10' 4' 4' 24' 4' 4' 1~' 1~' SH~R SH~R ~ 12' 12' ~H~R SH~R 1-1/2 = ~PZ S-Zw , ASPHALT I ~oz / ~l~ , X .... ' ~'~~ ROADWAY' AT 98~ (MAX) DENSI~ ~ ~ ~ PER ~S~TO %180 ' ~-~/2" ~P~ s z ACSC 8" COQUINA SHELL BASE PRIME COAT ~ ~ s~ouw~, POWERLINE ROAD (70/h A ye.) 1-1/2" TYPE S Z ACSC ~' coOu~N~ SHZ~ ~S~ TYPICAL SECTION 6" STABILIZED SUBGRADE (LBR 40) (STA. 1~+54 - STA. 40+ 15) DESIGN SPEED 45 MPH SCAL~' 1'~10' No.I .~vision D~ ~ INDIAN RIVER COUN~ Depa~ment of Public Works ~' ~SKOK TO'SHIP31S ~ ~ "='~' POW¢RLINE ROAD A Ye. 2 ~RO B~CH, ~ ~29so Engineering D/v/s/on ~ ~ ~ ~' ~ ~ ~ ~' TYPICAL ~ECTION ~STA. 10+25 - STA. 40+ 15~ 6' 4' 12' ! 12' 12' 4' PAVED SOUTtt BOUND ZAN~ , R~,HT T~RN 2% 2% . , 6% ~ , PRIME COAT ~ ~ POWE~LINE ROAD (70th Ave.) TYPICAL SECTION (STA. 48+55- STA. 52+09) SCAL~' 1 ~10' ~, to' 4' 4' tz' t2' 4' 4' ~ I ~' ~, ~s~ s~ 7' ~, 1-1~2 ~Or~'~1~ I 1~" STABIZiZED SUBGRADE (ZBR ROADWA K'A T8' 98~COQUINA(MAx)SH~LDENSITyBASE ~ ~ ~ ~ AT 1-1/2' TYP~ S , ACSC ~ PER ~SHTO T-,,O ~ :l PER AASHTO T-,80 8" COQUINA SHELL BASE PRIME COAT 12' STABIUZ~D SUBG~ADE (LBR 40) ~ ~ ~ SHOU~DER~ ~-~/~" wP~ ~ z ~csc PO~E~LINE ~OAD (7Oth A ye.) 4" COQUINA SHE~ BASE DESIGN SPEED 45 MPH (STA, 40+15 - STA. SCAL~' 1 '~10' No.Revision DotelevINDIAN RIVER COUN~ Depa~ment of Pub/lc Works ~' ~S~PK TOWNSHIP ~.o B~CH. FL ~2~SO Eng/neer/ng D/vi~/on (772) 567-8000 20 0 10 20 : 'r.'"' I Jo' ^mN ON is DIRECTED TO THE FACT J~- i ~o': ~ , ~j -ll ~ / ~ I~E CK SIZE BY REPRODUC~ON. ~lS UU~ BE GR~HIC SC~ ~? 2,1 ~_ ' = ffi ~ ~JJ ¢ /~Pmpo~d ~= ~ w~ CONSIDER~ WHEN OBTNNING S~D DAT~ (~) -- moo ~' J j<' mj.< '~ ~ J '~' m ~j ~ ~/~ I ~ ~ ~ B~W, gO~m S · J~N ANN ' ' ~ ' ~ I 30-31-59-00000-5000-00007 0 from ed · of m~e exce t ~ · ~ ~ '~ ~ J- . ~ B~ DON~ S · J~N ANN for fu~ows b~ween trees Edge of gro e J ~'! ~ ~ll ~1~ ~ I~1 t ill I ~ ~ ~ ~' ~/~ tine ~/~,Line ~11 ~ ~/H ~ ~ ~wole 9o~k ,2,:? ..~ ~ ~' ~ ,q,~ ~ ....... ~ . . ~o L~ ~.,~ . ~..~ ~ . ~ '~'~ 'oo ~. ~J"',:,-,= '~¢~,,~ .~st..:s~'" s,. ~,~ i~ 70~p~ ' ~ENUEI k., ~ ,~ ~ ~H A~UE (POWERLINE RO4D) (Shell/k~d) N 0'0~;~". W , h~ , , J , ,,'.~. .~:...~o ~ '. ~ ~ -2,~-._ ~ .... --~ ' . I ~ .=~.= ~ 29.~ 26.87 RT .~ ~ J J ~ ~i ~ ~ .~ :..j' Fire ~ydt, on S. Side of C.R. 510 om ~ ~ -- 60'~ E. of C 70th A~'enue. Elev. 122.963. Bloncho,'d ~63/~. Adju~ ~ed Ele~=22. BB9 os per K. Blon~hord 24 B~Gi V P~J~C,r ~ ~ ~ ~ 24 ~-- . ~ ~ ~ ~' ~ ~ L Exist- She ~/MOH Rood 42 C.M.P. 16 ~ ~ ~ ~ 16 Inv. I~.82 ~ 14 ~ ~ , 14 9+00 I0+00 11+00 1~ +~0 l Z +O0 14+00 15+00 No. Re~ion ~ ~ INDIAN RI~R COU~ Depa~ment of Publ/c Works ~. ~. ~o~ ~ POWERLINE ROAD (70TH A VENUE) ~0 B~H, ~ ~29~ Eng/neer/ng D/v/s/on ~ ~ ~ ~ 0217 Powerl/ne Rd. Sra. 9+40~ fo 15+00 (561) 567-8~ ¢, ~ KAF~R ~ow~ ~ I so' A N ON ,S D,REC TO THE tACT j L~', ~j; C : ~ESE P~S ~Y ~ B~ REDUC~ IN _ ~ - J 20' ~ I ~J ='ti ~ / ~ I~E ~ SIZE BY REPRODUC~ON. ~IS MUE BE GR~HIC SC~ _ ~ ~6 = ~ ~ ~J J ~ /~ Prepaid ~' ~ w/ CONSIDER~ WHEN OBTNNING S~D DAT~ ( o ~ ~ ~ ~ ~ ~ ' g g ' P v 10 ' ~uge o. ~rove - J 30-31-39-00000-5000-00007 0 from ed · of mae exce t ~ ,o ~ J- . ~ B~ DON~ S · J~N ANN for fu~ows b~ween trees Edge of gro e ~- B ~ ~ ,.. N 000739 W . ~. {4~2 , ~roz. m, 510.07' Su~ey ~ . . , u~ey . ' ~11 ~'~ ~ "' +po,~ i~ 70Wp~ ~ENUEI ~, ~ ,1 ~ ~H A~UE (POWERLINE RO4D) (Shell/k~d -1 . J ~ 1240 I '~ -- ~ Edge of G~ . ,., ......... ~~. ~ ~l I~ ~ ~ '. /,l~lnvJ 1~ 73' ~k.* *o Ot DItCP ~on~ 20.1 . J - . 20.2 < II · ~ ~i~lr~ ~' ri ~ ~'~J'~ o ' i I A'I'rENTION IS DIRECTED TO THE FACT THAT JJ' J 20 0 ,0 20 40 j THESE PLANS MAY HAVE BEEN REDUCED IN ,. J ~ SIZE BY REPRODUCTION. THIS MUST BE 30-31-39-00000-5000-0000%0 CONSIDERED WHEN OBTAININg SCALED DATA, 25' Es,~t. +,,.2 BEA"P(, DONALD $ & JEAN ANN JO.R Bk 103' C-R'~!:3["~'[C SC'~'"~' ( ~ ~--~ ) +21.o 4. Pg. 664 J ~l.s 30-31-39-00000-5000-00008.0 Gross Yorcl JONES HARRY ,~ PAULINE 3D-31-39-00000-5000-00009.0 .~ · Wnn, ~v CATHY SUE ~ , Gross Posture ' ~ ~ 5 ....... Jl ; 50-3 -39-00000-5000-00014.0 · . Proposed R//W I J; e , 2~.~ ?1 ~ ° ' ' F-.:/J14/ ......... L/ne /--- Al 00'07'',~ .~u ~'~.~. , . 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Sro. 15+00 lo 21+00 (561) 5~-~ q, ~ ~Y~ ~ow~ ~ ATTENTION IS DIRECTED TO THE FACT THAT 3o-3~-3B-OO~O-5~o-oom .o '~J Drainage R/W THESE PLANS MAY HAVE BEEN REDUCED IN BEHLER. CHARLES W JR ~ KATH.LE~N ~ I =' SIZE BY REPRODUCTION. THIS MUST BE --~ I , 30-31-39-00000-5000-00015.0 O' ~ ~ SASH. CL,~ON (LE) · DOROTHY ^ hi ~ ~ ; ; ~ ~ ° ~' ~' ' =,~ CONSIDERED WHEN OBTAINING SCALED DATA. 20 o ~. ~" ~ } ~ ~ [~qe of Grove . / '__ ' ~m~ Gj ~~'-- ''~~ ~ ;;J I ~ ~Y ........ ;~ ''; ~.2Z2 21'5 ~ mop Ol ~wome uonE ~ 21., O/H Electric~ Pole ~,, Too of Swale Bank Top of Ditch Bank~ .I I ~ ~ I~v. 1; ,~3 ~ ~ ~ )~ ~ ~ } ....... , ..... t ..................................... ~ - '. -. : , * R/W Line N 0'07'39" W 244.94' Su~ey (220' Tax Map) Sew. Patel' ~ ...... ~ ......................... .... 22.{ ~2's _R~ ~ 1 ~__J ~ ~ ' ' ~' ' ~ F/~/ ~"~3~.'-~.~4r~' · 30-31-39-00000--7000-00002.1FISCHER, ~L A~ W 00"07'~9~W ~"~J 100' I' I I I I I ~B.~. : Sef ~" on ~ Bol~, ~op Flon(,e of ~* Hydf. 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O~iectrlc~ ~o~ O/H [mctdc~ ~' ~tH~ ~ ~ of S I , I J 129~.94' Su~y (1275' lTaX Mop), h ~'i ~,,70~ AVEN~E (PO~ERUN~kRO~) (She~l/Morl), N 0'07'~9' W ~.~ 1294~94' Su~eg (1275' ~ox Mop) ~, 1 Ed e of Grode~ ' ~ ~ ~ ~ J ~o-3~-3~-ooooo-7ooo-ooooz2 ! ~/W Uno ~ ~ ......... w~cox, CHESTER E U~ (CO-~ · J 30-31-39-00~0-7~0-00002.1 Proposed R~ ~e FISCHER, ~RL A P~posed ~W -~,~/ u sro. 52+50 , , , i ! 129f.94' s,r~y 0275' ,To× ~op), h 'l ~,,70~ AVEN~E (PO~ERUN~kRO~) (Shell~Marl), N 0'07'~9' W ~., 1294~94' Su~e~ (1275' ~ox ' ' ~ 5/8 IR Set 229 , ~. l/4~chon L/ne -= '-- ~ ~no ~ ~ . t ............. ~ R/W~n¢ . [~4 Section Li~ ~ / ~ ~, 22.~ -~r ~ ~ ~ Edge of Edoe of Grade ..... m Fdn~ nf ~r~ _~ ' ' ~ Wa;d; 'Li;; ........................... Woods Une Woods Line 30-31-39-00000-7000-00002.2 ! ~ ~ Elev. 23.759 ~ ~ ~ ~ ~ ..... ~ es. sox I ~ ~ - 22 ~ 22 ~0 B~, ~ 329~ Engineering D/v/s/on ~ o2~7 Power//ne Rd. Sra. 27+00 to 53+00 Wood Metal Gate Wood ~ CT THAT J 20 0 10 20 ,to .~.,~~ Poet ........... Poet ~ A'I-rENTION IS DIRECTED TO THE A ~ _ ~ ~ f'*~ ~"~ --- ~ THESE PLANS MAY HAVE BEEN REDUCED IN I ~ ~ 3 r MorVShe, ~ , SIZE BY REPRODUCTION. THIS MUST BE ~ R~/-"~ \ r~' CONSIDERED WHEN OBTNNING SCALED DATA ! ~ ~., ~:EAPHIC ~SCM_~ ~ ~ ~ ~o.o '~ Z3~3 ~.3.1 ~27 ~' ' ~ ~ ~ E~o~nc~i'~e;l~e~-m with 5cot~ered Pelms on Side Siooe '2D.e ..3. , \ ~- ' 2 30-31-39-00000-5000-00001.0 ~ ~ 32m ('~.L_._.~-~-----~ 3 ~ .~ ~ ;~ ' 222.7 / T' X 223 ............ x~ ~. ~z.~ ~ ~ ~[~ '~ / ~~t/rr ~ "' ~ ' T ~ -- .... ~ ~ .¢..+ ,STD. 37+00 132~ 6g' Surv '1520' 'Tax Ma ' Cit~ Limits Line ~ i , ~294 94 Survey (~?75 ax N~p) ~ =~ ~ 70~ A~NUE (PO~RUNE O~ Shell/M¢d) ~ N 0'0~'~9" W ~ I ~ . . · ........ . ~ ~ ¢ F'.~.~ ~ ~ ~- e~* I "¢~ r , , , I ~1/~ .~hnn L~ - ~ -- ....... ~ __~ _ I~ -- 56.16' / I 109.49' .~. ~ J ~ 82' ......... , R/W Lin =., 55o' R/W Line ~ ~ I ~ ~ ~P.L. Esmf. Line N 0'07'~9" W ~.~, ............ ~ x~" ~ ~.s ~ lg-31-3g-OO~l~370-- 1 I ~ ~ IlS 31-3g-~1~70-~.0 ~% · %=.5 I To Fisch,r ~ ProposE ~/W Une 3o-3~-39-~ooo-7ooo-°ooo2.~ t I ~ I House ~10~ I I I I F.F.B. 2S.21 ~crll~d Porch Nou~ ~iOi ~ II .... l/1~1 ~(on threshold) I, I~ Porch I F'O /ERZI/VE R PAL t LA N & P/ 7LL-- T.B.M. ~ Set'.erie C~t Nail i~ E. Foc~ of Squ~re Cone i~1~ ~P. ~I~ Po~e' Pole, 4 Side ~ 70th ~ve ~ S~o. 34+2 5~. ~ ~ ~ ~ 22 - -- '~22 ~ ~% ~ ~ Swale (L) lB lB '16 16 14 14 53+00 34+00 35+00 ¢6+00 ~ 5o ~ No, Revision ~e W INDIANI~ 25~ RI~R~ COU~ ~ Depa~ment of Public Works ~'. =' ~o~ ~ '-=~-~ pOWEELINE ROAD A I iHouse Locations Added (Brown~55/62~ 10-t4-02 BE (5Sl) B67--~ ~, ~. ~ ~ow~ ~E~ '~/~ SecUon ~,C~f~o~jrnits Line Edge of LOT 10 -00001-4370--0001 O.O PADGETT, ROBERT ~ LAURA House ~119 1 5to~ Frame/Stucco ~F. El. 25.94 (on threshold) Screened Porch A'ITENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CON~ID~.ER~ ED ~/HEN OB'~'AINING S?ALED D~TA. 30-31-39-00000-3000-00002.0 Proposed R/W Z/ne FISCHER, HENRY ANDREW JV ~s.5 of Berm & o~ Bs~ · STA. 48+00 Swale Toe [dce --/-O,~4~--L--~ ==-" 48+00 5/8" LR. Set 82' 82' Stm--+6+00 -- ~.~ 1 Woods Line Edge of Woods Line - - '~. LOT 1 1 ~- Proposed ..... N 0'07'Z9" W 19-'~1-39-00001--4370--00011.0 MCCOY, RONALD I LOT ~2 19-31-39-00001-4570-00012.0 DIPIETRO, ANTONIAO &: ISABELLA DONNA L 13 SEBASTIAN P.B. House #125 Screened Pool Deck Elev. 25.52 1 Story C.B.S.I F.F, El. 25.75 threshold) 20 0 10 20 ~*0 GRAPHIC SCALE 3o-3~-39-00000-3000-00002.0 FISCHER, HENRY ANDREW END TAPER ~ ~'~ ~ STA. 48+33.05 I~;1¢~' ~ ~ /.--1/4 Section Line IJne Limits Line fl 00'07~9'W · O/H Electr!c IWoods Line , W.V. in Conc. LOT 14 F.P.L. Esmt. Line J 19-31-39--00001-4370-00014.0 SCHEPERS. JOHN D &: ANGELA D UNIT 17 B Screened Pool Deck F.F. El/ 25.17 House ElI 1 Sto~/ C.B.S. F.F. El. 25.67 82' I Guy Pole, I ~ N & qUtillty Eosement ' Proposed N 00'07~9'W LOT 34 MAZZELLA, ANTHONY M~ 60' DRAINAGE I 48+ 90:~. Poven- Revision Date House Added 1 O- 14-02 INDIAN RIVER COUNTY 1840 25th STREET VERO BEACH , FL 32960 567-8000 Department of Public Works Engineering D/v/sion J 49+00 POWER£1NE ROAD (70TH A VENUE) Poweriine Rd. Sic. 45~00 lo 51~00 SEBASTIAN HIGHLANDS'" ','u I ~ ~ J ' ' ' "~-~ I ~ ' ~ ~ ~ ~ ~ ~1 ~ SEBASTI*NI HIGHLANDS UNIT 11 '~. ~l, ,N' -' i ~ I i i BLOCK 405 ~' ~ ~- ~1 ]~ UNIT 11 ~ P.B. 7, PG. 56 _. ~. ~ ~ . BLOCK 397 ~ l ~ . ~ ~ ~ ~ i B 97 ..... ;-~-,~--- ~ -r-----T~--~-- ~----~--~-,--~ ............ ~--~--I N 0'07'59' · P.B. 56 LOT34 ~ J ~ ~,~ I~ ~ ~~ ~ I I Ill ~ { I ,,, ' ~-3~-~B-~z~, ~HO~-~-~'~ ~ ~-I ' ii~ ~ I I~ ~ ~J' $~+~, ~' ~ ~ ~ ~. I_ I FLYNN, ~RE~CEI C ~ EUREUA J ~ ~ ~ --P~po¢ed R~ D~e ~ ~ ~ I ~LYNN, ~WRENC[ C · EUREL~ J [ ~ ~ = m I. I ) = J~ ~1 FLYNN, ~WRENCE C ~ EURELIA J ~1/4 Section Lin . ~=~ ~ ~ ~ ~ ~ / ~ '~ ·" ~ TM ~ ~ ~ _ ~ ~zc sc~ I ~ I ~ / LOT 2 [= I =J t A I . . I A~ON IS DIRE~D TO ~E FACT ~AT -- ~~ ~i ~ ~ ~I'"~/4; ~H E,.~t,,~ionLOT Line~ ~ ~' ~ I~ I~l J~t'~]' LOT 4 I ~ '~1 ~EsizE ~P~SREPRODUCTION.~Y ~ BEEN~Is REDUC~MU~ BE IN .... . , ,, , ~ Section ~ ~ ~ ~ .~ ~1/4 Line ~ ~ . ~ ~ ~ ~//~,P, (Broken ~Dh,-I~e~. [~g~~'~ ~'~'~ ~ ~ ~ . ~ CONSIDER~ WHEN O~NNING S~D DAT~ ~I~Li., ~=.~ 52+06 ~ I ~ ~ ~ Plat Line 55+01) ~ ~1 / ~ PIct Line .~ 12.o2~ ~ n'nTt~e" ~OD ,¢ S,~ ~ i~ ~'7;~=" ~a' 85' ~ ~ ~ 80' ~ ~ aO' ~"~-L~,,~ ~'"~ I I ~ ~ ~1 ~ '~ ~ I~ ~1 .F.P.L. Es. m~ ~ ~ ~-~-~,-oooo~-~o-oooo,.o ~ ~ ~ ~ }~ FP.L. Esmt. Line ~ ~ ~ N 0'07U9" W ~I ~, ~'- -~ / ~ll~ L e~ = ~ ~A. 52+07.97 II '~; ='~ Ii ,9-31-3,-O000~-,¢SO-OOOO2.0CACCAVON[. ~OH~ U J~ la ~', ~-3,-~9-0000~-¢~60--0~03.0~0~W~ J["Z~ ~ '1a &', ~9-~-~--O000~-44SO-OOOO4.0~R[[,. D[NN,S J~ ~ U~ S [~ ~' 11 ' '1' '1' BLOCK ~6 I ~ E ~1~ ~ ~,, ~ ~ ~ ~ ~ ~ SE H~NDS ~ BLOCK 437 ~' ~al~ _ ~' ~ ~ ~ I ~ ~ ~ BLO~ ~6 ~ ~ ~, a . I I I I I P.B. 8, F~. ~ ~, i~ ~,~. ~ ] % ~ ~ ~ ~ ~ ~ P.B. ~, P~. 46 ~ ~ [o~ Frome/St~ co ~ '~ ~1 I~ I m I I I I I I I .r.f.[,.26.~ L-, i, ~1 I~ ' II i I i i I ' ~ces Borber ~: ~ I * I '-I ~ I [ I ] ] I t ] , (~P. ~2iEtev.°n h 23.826Side o Borber'St, 115~ E. of ~ Filbett St. / ~ / / +0.18~ ~ xlst. P~vem~ ~t 22 ~ 22 20 20 18 18 16 16 14 14 51 +00 52+00 55+00 ~ + 00 55+00 56 ~ 00 57+00 R~,~. o~ ~ INDIAN RIVER COU~ Depa~ment of Public Works PO~E~LINE ROAD (70TH 1~ 2~ ~ ~ ~ ~ ~, ~ ~ Engineering Division ~ ~~ -- 02/7 Powerline ~ Sra. 51+00 to 53+B0~ House Locotions Added (Brow.~63/62) 10-14-02 BR (S61) 567--~ ¢,~ ~FC~ e~ow~ ~I