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Home My WebLink AboutSURVEY" 10.00' U.E. ROAD (3E" I� STING I _- ANC.= CURB_ ASPHALT PAVING. m d v"t W rn 00 .t 0a N . O to O G6 EXISTING CONC. CURB N I f W I XISING E - 51E.X0 rSIGNENTRANCE II . SIGN Lo L oIn S0T'IN =CONC, � CURB R=22.00 - A=54'03'31" L=20.76 JF,. OST-1 CREEKSIDE PLAT NO. 1 P.B. 55, PG. 12 ADJUST LANDSCAPE "X" BERM AS NEEDED N63'26'1E; E 65.10' LL EGADESCRIPTION 41%. 46, A PORTION OF OST-1, ACCORDING TO THE PLAT OF CREEKSIDE PLAT NO. 1, AS +� RECORDED IN PLAT BOOK 55, PAGE 12, OF THE PUBLIC RECORDS OF STSfLU �? Cam" COUNTY, FLORIDA. 40- Qj� 1QJJ 7 PROPERTY ADDRESS PARCEL ID # 2326-600-0002-000-3 (OST-1) CREEKSIDE PLAT NO. 1 AS RECORDED IN PLAT BOOK 55. PAGE 12, ST. LUCIE COUNTY, FL. LEGEND Sc ABBREVIATIONS es DENOTES BEARING BASE GONG. DENOTES CONCRETE q DENOTES CENTER LINE LB.. DENOTES LICENSED BUSINESS L DENOTES ARC LENGTH P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR (P) DENOTES PLAT DATA P.C.P. DENOTES PERMANENT CONTROL POINT R DENOTES RADIUS R/W .DENOTES RIGHT OF WAY U.E. DENOTES NON EXCLUSIVE UTILITY EASEMENT 18.40 DENOTES EXISTING ELEVATION GENERAL NOTES L 1 D� plOged an°3d aWd 1j .00 al 6LANNED BY :73't Lurie counbi GRAPHIC SCALE 0 15 30 t IN FM) 1 Wh - s0 & 'B" 114d �0, If- 94 1. Additions or deletions to survey maps or reports by other than the signing party or parties ,Y• _ 17.49' CREEKSIDE PLAT NO, 1 is prohibited without written consent of the signing party or parties ' •:; / 1, P.B. 55, Pc. 12 2• Reproductions of this map are not valid without the signature and original raised seal of a U �o Florida Licensed Surveyor and Mapper. 3. Lands shown hereon were not abstracted by this office for rights —of —way, easements of +` ADJUST NDSCAPE BERM NEEDED M M record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds.,,This information / z should be obtained through appropriate title verification. J / 01o / aST 1 0 4. Underground foundations and improvements were not located as part of this survey. / o CR E P T 1 5. Flood Note: By graphic plotting only, this property is in Zone "X", according to the Flood P.B. 2 R=19.00 P.B. 55, P 1z in Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February 16, 2012. The --A=55.02'17" exact designation can only be determined by an elevation certificate. No additional search of L=18.25 FLOOD _ — — — — the public records has been preformed. There may be additional map Amendments affecting NE _' 65.10' this property. „.;.,.. 6. The bearings shown hereon are based. on Plat information and are referenced to the 65.4 :..-ter•'•• •-'• centerline of Woodswalk Drive having a bearing of S00'57'18"E and all bearings are relative •'.�::: •- - hereto. u I 1=25.00� - LROOD ZONE _. -- A=9536'26' AE 16" L=41.72 DRIVE LES"NE1 COBB _ � — _ N83'26'16'E ------------- $TAT= 0= FLoR113A ' is THOMAS k ERNIA' ISATE Professional Surveyor & Mapper Florida Certificate No. 6199 . 7. No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements that may exist. 8. Bearings and distances shown hereon are the same as plat unless otherwise noted. 9. Last date of field work was 03-07-2017 Forraboard As -Built Survey Showing Creekside Mail & Bus Shelter Fiie:15-141.003 Date: 08-17-2017 FB: 1703/70 SCALE 1"=30' DRAWN BY:ND CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 w .Ct-eng.Com 4286 CLUSTER BOX UNIT LAYOUT SCALE: NO SCALE 407 ?� 1 CREATIVEMAILBOX D E s I G N s 1W0L BW.TwR,F�3M TM1SDrewmpand a0reprotlucGans Y Mereofa i �www.aPetaFwatieecee:me13ei58iA81&s1x8Td-[]eW1sW girs.Wm ncCreroMdaOubceperda, pavdlrmsahye d M�g.d.r tl In any wa wUMwrittncpn6ent PROJECT: Creekside Preserve CRM /Quote: W No. > � 2 O 0: DATE: DESCRIPTION ❑ Approved ❑ Approved as noted ❑ 'Revise and resubmit `Approved:_ 1File Date - Sheet: SITEADDRESS: AM: �(■A I�'r1 PM/Psc MM Designer: MF Date: 6113/17 name: Creekside Preserve _ bkBORDVED LJREVY3E ANO6iES1tt 1' ❑APPROVED AS NOTED ❑NOT APPROVED- RESUBMISSION REQUIRED Approval is only for General Confonnance Mth the design concept of the project and does not relieve the COMI—VtOr of responsibility for any deviation from the regUiramei*.ir., .'r ;r,; contract documents or spec:Ications unless V", t; is ra: ; c:; +. • . specifically informed the Engineer In writing of st-co at the time of submission and has obtained vriiton api:: . the specific deviation. Approval shall riot relieve the,. ;• : .: •ir cf responsibility for errors or omissions is the sfitr.:fi; U: r Contractor is responsible for dimensions to Ls ,- +. •;f and correlated F.t the job ,lie for information that electrical and plumbs con ctlons and for coordinailon of work to all tra i - s utility suppliers. �• • E4eteb�+rtJ f�st��R.��f??at�o :ems, _.---_ u ROAD (S.R. EXISTING, -. coRc� .CURB'' 0 EXISTING 0 NTRANCE SIGN 10.00' U.EL..] I "51 U7; 61.91' I o •" CIDd 0 EXISTING ENTRANCESIG c m o I� 00 In I o (6 EXISTIN N ' CURD CURB,- , D I R=22.00 OST-1 A=54'03'31" L=20.76 �. o CREEKSIDE PLAT 1 P.B. 55, J. PG. 122 ` 1675,-' ASPHALT ADJUST LANDSCAPE BERM AS NEEDED (PAVING, O �p 18.6 Ewsnrlc;N83'26'16"E 4 CONC..:0>�� 78.5' 18.5' 65.10' s SIDEWALK ; ` • — — s.' py PROPDSED 00 PROPOSED ;, l . I BUS STOP PAVILLION N 10 In°SIDEWALK =•, .� 5 3 ` PROPOSED j PROPOSED . ' o m :• PRIVACY SCREEN IV6'CONC. En ADA CON AN RAMP g e I(OPTIONAL) 18,09 10 20.. a w.,; - ' �z / LZ �. OPOSED 17.99 ;' II 1818 j �. SIDEWALK CoNC CURB . .f .. _ . f /7 THOMAS/P. KIERNAN DATE Professional ;Surveyor & Mapper Florida Certificate' No. 6199 �0 /PROPOSED BICYCLE / RACK ADJUST LANDSCAPE BERM AS NEEDED / OST-1 q;! CREEKSIDE PLAT NO. 1 P.B. 55, .PG. 12 R=19.00 A=55*OV17" L=18.25 I 17!56' 94 CREEKSIDE PLAT NO. 1 P.B. 55. PG. 12 O 6 i� COBBLESTO= 6'16:IE SITE LEGAL. DESCRIPTION A PORTION OF OST-1, ACCORDING TO THE PLAT OF CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK 55, PAGE 12, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY ADDRESS PARCEL ID # 2326-600-0002-000-3 (OST-1) CREEKSIDE PLAT NO. 1 AS RECORDED IN PLAT BOOK 55. PAGE 12,. ST. LUCIE COUNTY, FL. LEGEND .& ABBREVIATIONS BB DENOTES BEARING BASE CONC. DENOTES CONCRETE q DENOTES CENTER LINE LB. DENOTES LICENSED BUSINESS L DENOTES ARC LENGTH P.S.M. DENOTES PROFESSIONAL SURVEYOR k MAPPER P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR (P) DENOTES PLAT DATA P.C.P. DENOTES PERMANENT CONTROL POINT R DENOTES RADIUS R/W DENOTES RIGHT OF WAY U.E DENOTES NON EXCLUSIVE UTILITY EASEMENT 1B•�\DENOTES EXISTING ELEVATION E DENOTES PROPOSED ELEVATION GENERAL NOTES ER, ECIFT- MAY 16 2017 PERMITTING St. Lucie County, FL MIN, SEETEACK REQ. � FRONT SIDES GRAPHIC SCALE CNA SiDE a is w REAR ZN. 1 1""h -ffi8D ) 8. 1. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties 2. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 3. Lands shown hereon were not abstracted by this office for rights —of —way, easements of 'record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 4. Underground foundations and improvements were not located as part of this survey. 5. Flood Note: By graphic plotting only, this property is in Zone "X", according to the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. No additional search of the public records has been preformed. There may be additional map Amendments affecting this property. 6. The bearings shown hereon are based on Plat information and are referenced to the centerline of Woodswalk Drive having a bearing of S00'57'18"E and all bearings are relative thereto. 7. No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements that may exist. 8. Bearings and distances shown hereon are the same as plat unless otherwise noted. Showing Creekside Mail & Bus Shelter File:15-141.003 CULPEPPER & TERPENING, INC Date.04-14-2017 CONSULTING ENGINEERS I LAND SURVEYORS FB: N/A - 2980 SOUTH 25th STREET SCALE t "=30' FORT PIERCE, FLORIDA 34981 DRAWN BY: BKH PHONE 772-464-3537 FAX 772464-9497 OVERHANG-16" TO BE VERIFIED BY BUILDER PRIOR TO PRODUCTION OF TRUSSES. SIGNATURE DENOTES 1NFORMRTION ABOVE IS CORRECT. 20' 2PLY LVL PER PLRN 20' - 1 TRUSSWOOD Roof & Floor Trusses 3620 Babb! Lone P.O. Box 5366 Titusville, FL 32783-5366 OFFice:(321) 383-0366 Fax: (321) 383-0362 WWW:WWW.TRUSSW000.NET CUSTOMER: RII in One Cana JOB NAME: Creekside Kiosk DATE: 6/6/2017 JOB NO.: 24369 MODEL: YOUR CONTACT FOR THIS JOB IS RON THOMPSON PHONE 1321) 403-5111 •BUILDERS WARNING■ { THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. i■ FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. i• SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. i■ ALTERATIONS RNO/DR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. ■ BACKCHRRGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. > ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LORDING: 20+7+10 =37ESF WIND SPEED: 160mph RSCE 7-10 PortClosed "B" SPACING 24" DRAWN BY: Matthew PITCH: 4/12 OVERHANG 16-" ----- CANT.: NA BEARING SIZE(s): 3"8 SQUARE FT.: 800 WALL HEIGHT(s): 10'0" - _ z