Loading...
HomeMy WebLinkAboutPlat Of SurveyLegend Abbreviations: (syrTbols r; ' :�caleable for size) Rey- of Survey. (Project #13-024-2) PLS — PROFESSIONAL LAND SURVEYOR cE— — WOOD UTILITY POLE • y: t SUfNd` BOUNDARY & i APrUC PSM — PROFESSIONAL SURVEYOR k MAPPER � — TELEPHONE SERVICE ar �8 i — LAND SURVEYING BUSINESS THIS SURVEY PERFORYD BY, — CENTERLINE 0 — CABLE T.Y. BOX MERIDIAN LAND SURVEYORS LBi9905 LIGHT ELECTRIC I1�11 R — RADIUS ® — In 1717 AN RIVER BOULEVARD, SUITE 201 L — LENGTH — GHT POS p _; _ VERO BEACH, FLORIDA M%D - b — DELTA ANGLE — Y�11 EDGE OF PAVEMENT — HYDRANT • . PROFES9ONAL SURVEYOR UR EY YOR L MAPPER IN RESPONSIBLE CHARm- B — BACK OF CURB — GATE VALVE ELM. — BENCHMARK — IRRIGATION VAL� . ���� . C1CA[dF3 H. B�WOipRD PSY / 5755 POC — POINT OF COMMENCEMENT — WATER METER POE POINT OF BEGINNING — SANITARY MAN H EXPEC:TO USE CF THE LAND, AS CA�1ED IN THE FLORIDA STANDARDS OF PRACTICE. o — (PCP) PERMANENT CONTROL POINT 9 — SANITARY SERVICE (5.-17, FL.ORIDA ADMINISTRATIVE CODE) IS 9JBLFa7AN. THE TINIWY RELATIVE AC(],1RACY FOR - PCP — PERMANENT CONTROL POINT — I — SEPTIC TANK s'UbfI(,: ' THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN7,500. THE YEASUREHENT AND CALCULA--��0'1 Gr ® — (PRM) PERMANENT REFERENCE MONUMENT — DRAINAGE MHOLECrr. , Y A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE M EXCESS OF THIS ACCURACY REOLDMENT. PRM — PERMANENT REFERENCE MONUMENT 0i — CURB INLET • THIS SURVEY uEETS OR EXCEEDS ALL APPLICABLE re-WHOIENTS OF THE FLORIDA STANDARDS 0 — (IP) IRON PIPE ® — SURFACE INLET OF PRACTICE , AS ESTABLISHED M a1APTER SF-17.05T, FLOF+DA ADMNISTRAIIVE CODE IP — IRON PIPE ® — MRERED END SECTION © — (IRC) IRON ROD 2c CAP — CONCEPTUAL DRAINAGE • ELEVATIONS AND MENSIONS S40LN HEREON ARE MEASURED TN FET AND DEDIIAL PARTS _� STREET SIGN. THEREOF. — IRON ROD k CAP 17 — (CM) CONCRETE MONUMENT — PROPOSED GRADE ! THE LAST DATE'OF FIELD WORK WAS: 04/25/17 CIA . — CONCRETE MONUMENT NAVD — NORTH AMERICAN VERTICAL DATUM SURVEY IS N22'A39'W ALONG THE CENTBiLINE OF SHOW SIDE FD — FOUND — TYPICAL ELEVATION • THE RAG BASE FOR THIS (M) — MEASURED �� _ PINE TREE A/ — AIR CONDITIONER DRIVE, AS SHOWN ON THE PLAT THEREOF (P) — PLAT CONC. — CONCRETE • THIS SURVEY DOES NOT Cf3ZTIFY TO THE EXISTENCE OR LOCATION OFANY UFIDEZGitOUND (C) — CALCULATED F.F. — FINISH FLOOR RJPROVrIIENTS UTNTTE�, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOW . R/1Y OVERALL OAK 'TREE BSS — BUILDING SETBACK LINE • NO INSTRUMENTSL% OF REInM REGARDING EMWM RIGIT—OF—WAYS, OR OWNERSHIP VERE RIGHT OF WAY �%ELEV. _ ELEVATION SUPPL® 1D THIS SURVEYOR EXCEPT AS SI10RN (R) — RADIAL RAW — RIGHT OF WAY • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR NPI ED. (NR) — NON —RADIAL — PALM TREE AB — AS —BUILT P/K — PARKER—KALON • UNLESS A COYPARLSON 5 SHOW, PLAT LOLLIES AND YEASURED VALUES ARE THE. SAYE \ -LOT 1 fl l ° (VACANT) N v i \ \ J o E FT. PIER ���� ��T� \ 1� ��ENT / 5a\5c L1 App nt has k5eem &614M' vK16tures can oe efOCted within any easemetltAr righl of way unless otherwise appraaetk,..`• App icant Initials �-• D07NG CONSEI YAIjEll 4SE�fE1V1;.•: O.R.B. 1814, PAGF•161 •'• \ SAFE UPLAND LIAT ruND/ SHORELINE COMM? VAPON EASEMENT (205S—HATCHED AREA) z: m 65 :r �S_\/ �• .ni pEl •'j P�•. i t0. 66, FROItiT a 3 3 N SIDES , W MR SIDE` �l� `�- REA t" OPROTEC70 AREA ESTABLIAED 11-16-1991 3 �_ ZN D' INSURANCE RATE MAP 112111C0093 J, Tr^ Rl R.Y 161H 2012 MERIDIAN LAND MWE-YORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PEONS: 772-794-1213, FAQ.: 772-794-1096 TYPE BOUNDARY & .TOPOGRAPHIC PROJECT? 13-024-02 DA7E:02/27/17 F.B. 260 PG_ 23 DP.AWN BY* D.B_ 2. 10412511 CHECKED BY C.H_B_ 1. 0312911 .01 REVISIONS • LEGAL DESC 3Pi TICI9 S AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOYM HOECIN APPEARS TO BE EV FLOOD ZONE '), AND 'AE I-' PER FLOOD INSURANCE RATE NAP IIZIIICOJ93 d DATED FEB. 16, 2012 • THE ELEVATIONS SHOM HEREON ARE BASED ON THE NORTH AMERICAN VEFMI CAL DAIUY, (NAVD} OF 1985 THE PRIMARY BENCNHARK FOR THUS SURVEY S: A NATIONAL GEODETIC SURVEYING mmul NT (NGs) P 633 ELEYA710N 1.49' HAVD. • THE C ONVERSM FACTOR FOR NGVD 1929 TO NAVD 19H IS-1.4sS. THUS WAS DETERMED USING CORPSCON FOR WMOWS 6.11. • ALTHOUGH BALD ON THE BEST AVAILAELE MFORLIATIC%'C, THE BUILDING SETBACKS SHOTM HUEON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. ' ADDTDONS Chi DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT Y,BTITEN CONSENT OF THE SIGNING PARTY OR PARTIES. . BUILDING SETBACKS (BSB): FRONT - 25' REAR — 15' MIN. SIDES — 7.5' ADDRESS 3933 SHORE SIDE DRIVE / FLB#6905RC Fp 9p x }y� � N 61905 3g CA \ \ p 1H00'\ \ 3(I LOT 2 FORMSOARD'� LOCA77ON 61 m G TOP OF FORMS EEEV. = 6.23' (NA VD) \\ a a 106 67 t 86,,29,211E 5x10l77urY \ EAS&OWT. \ Pr 10 µ (VAAN > Line Table LINE LENGTH BEARING L1 3126 imn-r4E"E L2 45.04' N22"30-SM L3 20.07 N57-2971'E PROPOSED 5' SIDEWALK GRAPHIC SCALE zo 0 ) m IN FEET North 1 inch ft. LEGAL DESCRIPTION: LOT 2, TARPON FLATS SUBDMSION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA Certified To: 1) 2) 3) Curve Table CURVE LENGTH RADIUS DELTA CH.'BEARING Cti LENGTH C1 2033• 45.00• 25-SZW SE34.14-E 20.15' BENCHMARK PCP B#6905 DISK / AT POINT OF INTERSECTION / ELEV.=3.89' NAVD 1988 $ L3 N w \o_ 0 \m o \ \ \ 5'x10' U7111TY \ \ EAsfUDYT C!Y \ o � m �U) 0 \ <� �CESS µEST LOT 11 (VACANT) \ c� 9 v m Z COS �r 4 PLAT OF SURVEY FOR: FORMBOARD CHB P80 Y111 U L 1 1 HOVE S1 LT SHOW! WETLAND. HATCH CHB % U¶U LOT 12 OCCUPIED) \ F.F.=7.79(NGVD) THIS SURVEY IS NOT VALID TH GNATURE AND THE ORIGINAL RAISED SEAL OF TII IC;�e$URVEYOP. AND MAPPER NAMED BELOW! - `V�ji� CHARLES H. BLANCHARD. P. M.p755 SPECIFICATIONS 1. POOL BARRIERS DETAILED AND SPECIFIED ON THESE DRAWINGS COMPLY WITH THE - RtQUIREMENTS OF 5TH EDITION (2014) FLORIDA BUILDING CODE: SECTIONS 454.2.17. 1.1 THROUGH 454. 2.171.10 AS APPLICABLE 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6061-T6. ALL SHOP WELDS SHALL USE 5356 FILLER MATERIAL WITH 3/16 IN. FILLET WELD U.N.O. ALL MECHANICAL CONNECTIONS SHALL BE MADE WITH #10 SHEET METAL SCREWS 1 1/2" LONG U.N.O. 3. POST INSERT AND POST SHALL BE SHOP WELDED TO BASE PLATE. 4. POST INSERT SHALL EXTEND 21" ABOVE BASE PLATE. 5. POST INSERT SHALL BE USED ON 2nd FLOOR AND ABOVE APPLICATIONS. MAX. RAILING HEIGHT FOR THIS APPLICATION SHALL BE 44". 6. GROUND FLOOR APPLICATION SHALL NOT REQUIRE POST INSERT. 7. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. 8. POOL BARRIERS DETAILED AND SPECIFIED ON THIS DRAWING ALSO COMPLY WITH 5TH EDITION (2014) FBC R5101.17 (RESIDENTIAL). 9. FENCES IN BROWARD COUNTY MUST COMPLY WITH 5TH EDITION (2014) FLORIDA BUILDING CODE, SECTION 1616.2.1 FOR HVHZ 60" NOTE: RESIDENTIAL POOL BARRIER TO BE 48' MIN. ABOVE GRADE. (FBC# 424.2.17.1.1). FOR GREATER THAN 60 INCH HEIGHT RAIL USE 1 INCH PICKET OR ADDITIONAL HORIZONTAL CHANNEL rTOP CAP M V W MAX. POST SPACING SIDENTIAL POOL BARRIER) 4' 6" MAX. POST SPACING (BALCONY RAILINGS) TYPICAL RAI PICKET G -D 1/4" DIA. I.S.I. T POST PICKET OPENING TO BE LESS THAN 41NCHES OPENING TO BE NOT MORE THAN 2 INCHES TOP CAP �\`_� .•..(� �/v"``/� O SNAP CAP PLATE = �' _�: MQ 0:z �44.: O TOP CAP C-i� ` SNAP POST SELF -CLOSING j GRAVITY LATCH �j/ ....... ALTERANTE FOR • �O� \�� BALCONY BALUSTERS /// 41- P1� \ EMBED I -BEAM POST INSERT MIN 21" POF �IO�NAL CAL \ BOTTOM CHANNEL I M/4" PICKETS OESS THAN 4 ❑ .� Z H OPENING Is,2" x 2" POST Q CORE DRILL EXIST. v1 o O d CONC. 31/2" DIA. AND C� at a SELF -CLOSING u ui FILL W/ QUICK-ROK OR �'y GRAVITY HINGES W a EQUAL �� p Q O10 LL LESS C7 w fi7 LL O z Ra THAN ai m a m LU / w •' �' r.� LJJ z y z d Q W �• ,: a MIN. r =; ; NOTE: ^ Z W z Z a , Ri 6: 'r HEIGHT & WIDTH OF GATE TO��}{y u J��NpJ % uj u O u BE DETERMINED BY R/QL�g�119 40 aplJ11a Lu f �.� �. �. �� d011111181SNOdS3d 3H13d �v L=-� IVA 031tl30N0� a ral - w �- R-3 TYPICAL GATE ELEVATION Z ., (R'-2�RAILING EMBED TO EXISTING CONC. SLAB J j V R-1 SCALE: NTS C J W �: G R-1 SCALE: NTS ..7 • � �� f; , : � J N L PROPOSED WORK J U' = ARE SUBJECT TO ANY CORRECTIONS Q Z o g H— z; o o g REQUIRED VI .M. o o MAY BE NECESSARY IN ORDER TO Q W Q W N N A;COMPLY WITH ALL APPLICABLE CODES. O Z = M ^ J U U /� �oQNN 2.625 �2.000-} � Z u� I--� }2,000� �0.100 4 Lu u 2 000 TOP CAP TOP CAP FE-11 WALL MOUNT 2. 1.7so o.oso 795 o.12s BRACKET � L ��1.s25� f. z.a13 2"x2" VERTICAL POST SNAP POST POST INSERT SNAP POST PLATE ® HR4 HR2 TOP CAP SPLICE t2.000t D BOTTOM o.1zs CHANNEL N 13 WALL MOUNT 21" HEIGHT 3/4" PICKET 1" PICKET BOTTOM BRACKET �' HEIGHT POST POST INSERT Q W LU .062 .062 SHOP I 1/4" DIA HOLE „ I ooCL g WELD BASE PLATE Q ? 2 WELD RAIL EXTRUSIONS RAILING TO BUILDING MOUNT SCALE: NTS SCALE: NTS I CQ H 0.375�4.000---F LLI Z W t2.0001 ELEVATION . U Q 2.468 M--� 1F1 ' SHOP BASE PLATE 14' WELD DRAWN BY TOP CAP SNAP POST SNAP POST PLATE SNAP POST ° ° DATE 03/30/1DRAWN t2.000 �1.7954 SNAP CAP PLATE SNAP POST PLATE 4.000 SHOP WELD REVISION ® POST INSERT Q - (4) 1l4" x 21/4' 1 - rl 3/4" PICKET 1" PICKET CONCRETE .040 BOTTOM CHANNEL .040 a.000 SCREWS MECHANICA64bfctt-8(4RU$LONS ALT. MOUNT TO EXIST. CONC. SLAV1le C © SHEET NO: SCALE: NTS SCALE: NTS R-1