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Home My WebLink AboutExhibit ADRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG SKE4POHr 4110 ACCOMPANY F%P,L EASEM'EN411 LEGAL DESCJMP rPrON 111 MUM I hR �n AV ; Math MUM I I1 LLNii THfST I'" NII 1111111111l`` MUM i t rr un I LOCATION MAP NOT TO SCALE ARENA SR 886 (PORT BOULEVARD) om PAGE 3 PROJECT 1SITE DODGE ISLAND S,Q 86iADRT6 O FT. • ORLANDO T. PIERCE �STUART �k5411.1* �LGTi �KEECHOB. JUPITER - WEST 1IijM::: APLES FORT LAUDERDALE DES ONAL SOUTH FLORIDA WATER MANAGEMENT DISTRICT BOUNDARY KEY WEST ,44o VICINITY MAP NOT TO SCALE MIAMI PROJECT LOCATION ABBRIVIATIONS O.R.B. = OFFICIAL RECORD BOOK P.B. = PLAT BOOK PG. = PAGE R/W = RIGHT OF WAY FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION CONC. = CONCRETE C&G = CURB & GUTTER LEGEND CENTERLINE D = DELTA R = RADIUS L = LENGTH PC = POINT OF CURVATURE CHAIN LINK FENCE GUARDRAIL EASEMENT LINE LOT LINE LIMITED ACCESS RIGHT OF WAY LINE RIGHT OF WAY LINE SECTION LINE SUBDIVISION LINE ASPHALT CONCRETE WALL WATER NOTE: THIS DOCUMENT DOES NOT REPRESENT A FIELD BOUNDARY SURVEY AND CONTAINS 11 SHEETS, EACH OF WHICH IS NOT VALID UNLESS ATTACHED TO THE OTHER. JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 1 OF 11 DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG SKEgren TIC ACCO PANT F%P,L ESASEM'EN411 LEGAL DESCJRFP,PFCN LEGAL DESCRIPTION: THAT PART OF THE SOVEREIGN LANDS OF THE STATE OF FLORIDA THAT LIE WITHIN THE FOLLOWING DESCRIBED AREA: A STRIP OF SUBMERGED LAND, 25.00 FEET IN WIDTH LYING IN SECTION 37, TOWNSHIP 54 SOUTH, RANGE 42 EAST OF THE TALLAHASSEE BASE MERIDIAN, MIAMI-DADE COUNTY, FLORIDA, AND BEING 25.00 FEET IN WIDTH AND LYING 12.50 FEET ON EACH SIDE OF AND PARALLEL WITH THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT INTERSECTION OF BASELINE OF STATE ROAD 886 PER FDOT RIGHT OF WAY MAP F.P. NUMBER 443913-1 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA AND THE BULKHEAD LINE OF "REVISED PLAT OF SHEET 3 METROPOLITAN DADE COUNTY, FLORIDA" AS RECORDED IN PLAT BOOK 74, PAGE 18 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE N2°01'39"W, ALONG SAID BULKHEAD LINE FOR A DISTANCE OF 161.94 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE AND THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHWEST; THENCE EASTERLY AND SOUTHERLY OF SAID NON -TANGENT CURVE, HAVING A RADIUS OF 2161.44 FEET, A CENTRAL ANGLE OF 39°58'06" SAID NON -TANGENT CURVE HAVING A RADIAL LINE BEARING N5°32'44"W FOR A DISTANCE OF 1507.77 FEET TO A POINT ON THE EXISTING BULKHEAD OF DODGE ISLAND, ALSO BEING THE POINT OF TERMINATION OF THE AFOREMENTIONED CENTERLINE. SAID EASEMENT HAVING VERTICAL LIMITS OF THE MEAN HIGH WATER LINE AS DEFINED BY CHAPTER 177 OF THE FLORIDA STATUTES, ABOVE AND -40.00 FEET BELOW, AS MEASURED FROM SAID MEAN HIGH WATER LINE. ALL SIDELINES TO BE LENGTHENED OR SHORTENED TO OBTAIN A CONTINUOUS STRIP OF LAND. CONTAINING 37694 SQUARE FEET OR 0.87 ACRES, MORE OR LESS OF SOVEREIGN SUBMERGED LAND. SURVEYOR'S NOTES: 1. THERE MAY BE ADDITIONAL RESTRICTIONS RESERVATIONS OR ZONING REQUIREMENTS NOT SHOWN ON THIS SKETCH OR THE LEGAL DESCRIPTION THAT CAN BE FOUND IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY. EXAMINATION OF THE ABSTRACT OF TITLE HAS TO BE MADE IN ORDER TO DETERMINE RECORDED INSTRUMENTS IF ANY AFFECTING OR BENEFITING DESCRIBED LAND. 2. THIS EASEMENT WAS PREPARED FOR FLORIDA POWER AND LIGHT COMPANY AND ALL INFORMATION REGARDING THE POSITION AND DIMENSION OF THE EASEMENT WAS PROVIDED OR APPROVED BY THE CLIENT. 3. NO TITLE SEARCH HAS BEEN PERFORMED TO DETERMINE IF THERE IS ANY CONFLICT EXISTING OR ARISING OUT OF THE CREATION OF THIS EASEMENT. 4. THE SUBJECT PROPERTY THAT EASEMENT IS CROSSING OVER, ACCORDING TO MIAMI-DADE PROPERTY APPRAISAL OFFICE: SECTION 37, TOWNSHIP 54 SOUTH, RANGE 42 EAST FOLIO NUMBER: N/A PROPERTY ADDRESS: N/A OWNER: CITY OF MIAMI WATERBODY: BISCAYNE BAY 6. THE SIDE LINES OF THE DESCRIBED EASEMENT SHOULD BE EXTENDED OR SHORTENED TO CLOSE AT ALL ANGLE POINTS OF CENTERLINE OR TO THE EXTENSION TO THE INTERSECTION TO LOTS OR RIGHT-OF-WAY LINES AND AS SHOWN ON THE SKETCH. 7. THE SURVEY SKETCH AND REPORT ARE NOT VALID UNLESS SIGNED AND SEALED BY FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 8. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). REFERENCE BENCHMARKS: - NAME: PN1, ELEVATION (NAVD 88): 4.98', SET FDOT ALUMINUM DISC STAMPED SR 886/87/23/PNC1. - NAME: PN2, ELEVATION (NAVD 88): 19.22 SET FDOT ALUMINUM DISC STAMPED SR 886/87/23/PNC2. - NAME: PN3, ELEVATION (NAVD 88): 67.84 SET FDOT ALUMINUM DISC STAMPED SR 886/87/23/PNC3. - NAME: PN4, ELEVATION (NAVD 88): 71.25 SET FDOT ALUMINUM DISC STAMPED SR 886/87/23/PNC4. - NAME: PNS, ELEVATION (NAVD 88): 10.39 SET FDOT ALUMINUM DISC STAMPED SR 886/87/23/PNCS. 9. ALL MEASUREMENTS ARE RELATIVE TO STATE PLANE COORDINATE SYSTEM FLORIDA EAST 1983/90 ADJUSTMENT. 10. PROCEDURAL APPROVAL LETTER GENERATED BY THE STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF SURVEY & MAPPING. SAID LETTER DIRECTS THE CONDITIONS FOR MEAN HIGH WATER LINE PROCEDURES BASED ON A MEAN HIGH WATER LINE OF 0.19 FEET AND MEAN LOW WATER LINE OF (-)1.98 FEET BASED ON NAVD88. (LETTER DATE: MARCH 31, 2025) 11. CONVERSION FACTOR FROM (NAVD 88 PROJECT DATUM) TO NGVD 29: NAVD 88 PLUS 1.55 FEET EQUALS NGVD 29. 12. CURRENT BULKHEAD DIFFERS FROM THE ORIGINAL BULKHEAD LINE AS RECORDED IN "BULKHEAD LINE, PART THREE, ADDITION ONE" BOOK 74, PAGE 19 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. SURVEYOR'S CERTIFICATE: 1 HEREBY CERTIFY THAT THE SKETCH TITLED SKETCH TO ACCOMPANY LEGAL DESCRIPTION IS A TRUE AND CORRECT PRESENTATION OF THE FIELD MEASUREMENTS PERFORMED ON 03/28/2025, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF RECENTLY PREPARED UNDER MY DIRECTION. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS IF ANY AFFECTING THE PROPERTY. LOCATION AND IDENTIFICATION OF THE UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SHOWN AS SUCH INFORMATION WAS NOT REQUESTED. THE OWNERSHIP IS SUBJECT TO THE OPINION OF TITLE. THIS PRODUCT MEETS THE APPLICABLE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, SECTION 472.027, FLORIDA STATUES. JBM DATA SYSTEM, LLC 4000 PONCE DE LEON BOULEVARD, SUITE 470 CORAL GABLES, FL 33146 CERTIFICATE OF AUTHORIZATION: LB 7349 TELEPHONE 305-777-0248 Jovica B Digitally signed by Jovica B Malesevic Malesevic Date: 2025.06.1' BY 16:27:13 -04'00' JOVICA B. MALESEVIC, PSM # 5681 STATE OF FLORIDA NOTE: THIS DOCUMENT DOES NOT REPRESENT A FIELD BOUNDARY SURVEY AND CONTAINS 11 SHEETS, EACH OF WHICH IS NOT VALID UNLESS ATTACHED TO THE OTHER. NOT VALID IF NOT SEALED BY EMBOSSED SURVEYORS SEAL AND SIGNED OR UNLESS ACCOMPANIED BY THE ELECTRONIC SIGNATURE AUTHORIZED BY ABOVE RESPONSIBLE PROFESSIONAL AND SECURED BY AUTHORIZATION CODE ISSUED BY IDENTRUST UNDER ACCOUNT NUMBER 32440194-1. JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 2 OF 11 W 2 W W a 0 W z � SKETPCM TIC A GO ONISkAN Y %P,L EASENEEN411 LEGAL DESCJRFPTPFCN MgTC.HLZNE STA. .4+40 60' GRAPHIC SCALE D=39°58'06" R=2161.44' L=1507.77' BISCAYNE BAY 3.4' CONCRETE BULKHEAD BULKHEAD LINE OF REVISED PLAT OF SHEET 3 METROPOLITAN DADE-COUNTY, FLORIDAI BULKHEAD LINE PART THREE o (PLAT BOOK 74, PAGE 18) Lri z N DRAWING: 2 Lri 120' 25.0 20' CONCRETE HEADWALL * * -RADIAL BEARING N5°32'44 "W RTH BAYSHORE w CC DRIVE p Z \ W NOTE: THIS DOCUMENT DOES NOT 1 m REPRESENT A FIELD BOUNDARY SURVEY AND CONTAINS 11 SHEETS, EACH OF WHICH IS NOT VALID UNLESS ATTACHED TO THE OTHER. JBM Data System, LLC 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 CONCRETE BRIDGE FOOTING 147.0' I 170 CONCRETE BARRIER CONCRETE 1 , I , I BRIDGE FOOTING I 1 147.0' NOT A PART OF M.D.C. RESOLUTION R-1115-90 LIMITS [4- I N2°01'39"W 161.94' POINT OF COMMENCEMENT INTERSECTION OF BASELINE OF S.R. 886J PER FDOT R/W MAP (F.P. NUMBER 443913-1) AND BULKHEAD LINE PER (P.B. 74, PG. 18) POINT OF BEGINNING STATION: 43+89.36 OFFSET. -88.16 L LAT: N25°46'50.05" LON: W80°11'06.84" it's done 1.5' CONC. BARRIER RESOLUTION R-1115-90 LIMITS CONCRETE -BARRIER DATE: 03/28/2025 JOB NO.: 2632.1 , I I I I I I I I I 25.0' T ri 1 DRAWN BY: D.G, I PARCEL "B" PER (0.R.B. 29746, PG. 3095) (Q.C.D. FROM F. D. O. T. TO M.D.C.) BISCAYNE BAY CHECKED BY: D.A. SHEET NO.: 3 OF 11 DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG SKErito r Aco omPANY P,L �sENAENTt LEGAL �s��rForm 0N MATCH LINE STA. 52+00 25.0' 1 D=39°58'06" R=2161.44' L=1507.77' BISCAYNE BAY NOTE: THIS DOCUMENT DOES NOT REPRESENT A FIELD BOUNDARY SURVEY AND CONTAINS 11 SHEETS, EACH OF WHICH IS NOT VALID UNLESS ATTACHED TO THE OTHER. 0 1.5' CONCRETE BARRIER 60' 120' GRAPHIC SCALE '40 MA?CH INs? I � I 147.0' 25.0' 1 RESOLUTION R-1115-90 LIMITS ' 0 CONCRETE BRIDGE FOOTING Lo NOTAPARTOF I M.D.C. RESOLUTION R-1115-90 LIMITS 0 CONCRETE BRIDGE FOOTING \ 2 BISCAYNE BAY 1 1 1 CONCRETE 1 BARRIER I i 4-1 �, 1 \ JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 4 OF 11 SI{Erima r TIC ACCOMPANY F%P,L EEASEMENT LI-B AL DESCJRFPIRFCN I IBISCAYNE BAY I ND0 _� - -1 r 1 D =39 °58'06" R=2161,44' Icry + L=1507,77' N IW ti J I= P.Q 1.5' CONCRETE BARRIER 1.-- - ° - - - - - CONCRETE POST WITH WOODEN GUIDE RAIL - k0 I W i Z IN U ` - ------------- ° ------- ISIDEWALK I co SR 886 (PORT BOULEVARD) 00 1 035 ++ 0 CONCRETE �- BRIDGE FOOTING 1 1 1 1 54+00 1 1 1 55+00 I , RESOLUTION R-1115-90 LIMITS 1 1 56+00 1 O CONCRETE" d- BRIDGE FOOTING CONCRETE/ BRIDGE FOOTING 25.0' m c-N L 25.0' 25.0'� PARCEL "B" (O.R.B. 6 ti (Q.C.D. FROMF.D.O.T. Orn _ _1 29746-3095) TOM.D.C.) h v� F 0 60' 120' .z <- ,:r ~° zzj J 0 w Er 1 GRAPHIC SCALE NOTE: THIS DOCUMENT DOES NOT RSURVEYEN D CONLD AINS I I HE SURVEY AND CONTAINS 11 SHEETS, EACH OF WHICH IS NOT VALID L UNLESS ATTACHED TO THE OTHER. JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 5 OF 11 1- z W 2 W W a ca 0 x W W z 0 DRAWING: 26 SKE4110Hr TAG ACC NEPANY F%P,L EASENEEN411 LEGAL DESCRIVAIRIGN 0 60' 120' GRAPHIC SCALE D1DM OOMR7Wg �OG30DLQ C mmEnnD 1OMn M a1G13D DG[ EMM IDE MNDM OMn D" QaLLar MOOM Wog P1QM gQ ROOF QO 0 OVERHANG W O zoo u_ Lu 2 j W w CONCRETE j0 UJ COLUMNS ma �¢z 0 0�=-Jap OQ~ eL oQ z m L TRENCH DRAIN I I D =39 °58'06" R=2161.44' L=1507.77' 25.0' DODQM DD�LQ[n�D TRENCH DRAIN POINT ON EXISTING BULKHEAD AND OF TERMINATION STATION: 58+26.25 OFFSET: -174.80 L LAT: N25°46'46.32" LON: W80°10'51.22" CONCRETE PAD_ ❑❑ 109.80' 4' CONCRETE BULKHEAD 4' CONCRETE BULKHEAD BISCAYNE BAY MATCH LINE STA. 56+20 I - 65.0' 0.5' CURB BRIDGE COLUMN 0.5' CURB BRIDGE 'COLUMN 0) CC J 0 m 0x (px co co. cc cox METAL LID BRIDGE COLUMN CN000 DQoa 5.0' + RESOLUTION - R-1115-90 LIMITS Cn 25.0' BRIDGE \ I COLUMN m BRIDGE C UL 1 %COLUMN J 1.5' CONCRETE BARRIER CONCRETE BARRIER X- X X X BRIDGE COLUMN .5' CURB 47.01 - � I 25.0' 147.0' c.,2 OEr ▪ K z 0 co O Er DODQM ODILaMn D Q O pz O z0� J u- Q�Q Lu zLu rn O Er Lu j U x cQWFa 'zQQv p a Y u- 0 0I:, cc, Q Qa - CL zI-UmCL BISCAYNE BAY NOTE: THIS DOCUMENT DOES NOT REPRESENT A FIELD BOUNDARY SURVEY AND CONTAINS 11 SHEETS, EACH OF WHICH IS NOT VALID UNLESS ATTACHED TO THE OTHER. JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 6 OF 11 DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG SKEJupan up 0 A cc Rem A N EL" smiviEN Tt LEGAL �sopti P TEF 0N 90- T 1 T 1 T 7 T V 7 7 I T 1 T I T 7 -90 T T T T V r -r 1 T I T I r r 85- T T T T T r T I T I T I T T r UJ -85 80- I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 = Z 1 _50 L 1 L + +_ _-_L 1 I 1 I 1 I L + L 75- J -75 + BULKHEAD LINE OF REVISED PLAT OF SHEET 3 + _ _ _ + 70-+---1 + + + + + + + Z+-70 METROPOLITAN DADE-COUNTY, FLORIDA I- t t t + r t t r 65- r r r 1 r r 7BULKHEAD LINE PART THREE r 1 r- I', 65 dICC (PLAT BOOK, 74, PG 18) 7 T T = 4... _1 -60 L 1 1 1 1 1 L 1 L -555 ---4 ----1 1 1 - 7 1 - 1- BRIDGE-1 -50 45- t * TOP OF CONCRETE - - - TOP OF OCONCRETE + + BARRIER t - - _ _1 - t - - - -45 _ -- 40 T BRIDGE BARRIER T� -�r 7 40 T T 60- 55-1 L + 1 50- + + 1- - + 35- L 30- - 25- + 20- 15- 10- 7 5-+ 0- EXISTING -5-T T I T T r T 101L 1 1 L + -15- 7 4 + +- VERTICAL LIMITS OF -- 4 -20- + + + + r t 25' WIDE SOVEREIGN -1- - t t -25- r T LANDS EASEMENT T -30- 1 1 -35-1 1 I L 1 1 40 0 0 o L 0 co c) c) op o + + + + 0 + - - v co v - v v 1 1 L + T I --7- - 1- 1- + 7- - -+ +----1----+---+--+--+-+ CONCRETE t t + t BRIDGE BEAM �Y 1 r WATER ELEVATION T - POINT OF 1 (NAVD 88): -1.91' I BEGINNING _ _ _ 1- - - (04/08/2024 @ 2:05 PM) T I E- T •- 20' CONCRETE 4 I GRADE+ + `` + HEADWALL + 20' CONCRETE + 111 + 7 HEADWALL -- 7 0.2 r r CONCRETE BRIDGE BEAM t /STANDARD T 35 30 ---+- +---+-25 BRIDGE COLUMN t l 20 15 LCONCRETE L 10 BRIDGE FOOTING - _ _ _ _ _ _ BISCAYNE BAY r � r r rt BOTTOM OF BAY -5 - --10 T -I N -15 1- + + -20 t t -30 1 i i L L T 1 T H in + 0+ o 0+ v v v v CROSS SECTION ALONG SR 886 (PORT BOULEVARD) 1i HORIZONTAL SCALE: 1 "=60' / VERTICAL SCALE: 1 "=30' N.A. V. D 88 PLUS 1.55 EQUALS N. G. V. D. 29 -35 -40 JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 7 OF 11 T T T DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG SKErito r Aco omPANY E�AsENAENTt LEGAL �s��rForm 0N 90-90 ▪ r Li,85 W ▪ r �-85 80-4 L 1 i i L 1 • -ti 80 75- -J -- 1- - -- 4 1 -I - -J 75 - t 4 + + 1- -4 - 70-+-=-H----+---+----1H---+----1----+----1----+---H----+--=+-70 t t t I t t 1 N...65 ~ TOP OF CONCRETE -1 , r r = II-. 1 -05 Q H r • r r Ln 1- 60- I_ z1 11 v? I BRIDGE BARRIER "' I I T -00 55 _L -0 ▪ 5 5 50----4▪ -------4▪ --- + 1- 4 1- -50 H +----+---+----1----+ + + 45- -1 r t t t 45 40- r Q�.r r r r -4 -40 1 r r ,p r 0- L BRIDGE COLUMN + + STANDARD - - + 1 + r WATER ELEVATION (NAVD 88): -1.91' - (04/08/2024 @ 2:05 PM) L CONCRETE - 1- 35 BRIDGE COLUMN - _ • -- 30 Az -STANDARD - —+ -25 r r r r r CONCRETE = I_ 15 BRIDGE FOOTING -10 BRIDGE FOOTING _ 20 -0 ✓ r r -5- -- - r r r - BIS AYNE BAY -5 -10 �_ -L- -10 -15- _co ,31-----co 1 1 t --t -- --- 1 1----T 1 -20-----H----+-- +-------- +----IBOTTOMOFBAY -- -25 -- - r r r - VERTICAL LIMITS OF -30- 25' WIDE SOVEREIGN 1 1 1 • A - --30 -35- �o. - L 1 - LANDS EASEMENT L -40- co -15 H----+- -20 1 r ` r r --25 rn CROSS SECTION ALONG SR 886 (PORT BOULEVARD) 1i HORIZONTAL SCALE: 1 "=60' / VERTICAL SCALE: 1 "=30' N.A.V.D 88 PLUS 1.55 EQUALS N.G.V.D. 29 - --35 LO rn --40 JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 8 OF 11 DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG 70--+ + 65- 4 60- 55- L � I � 5� 4 -- CO 1 7 1 4 4 + t SKErito r Aco omPANY E�AsENAENTt LEGAL �s��rForm 0N T TOP OF CONCRETE -I T I r � r T I 7 I----T 7 TOP OF CONCRETE BRIDGE BARRIER L BRIDGE BARRIER 1 1 L + + + 45- t o t Tr Ln 40- ---j 7 35- ti 1 30- -J--4 4 25--HV 2°- 144 7 15 7 1°4t 5- 0- -5- -10- -15- -20- -25- -30- -35- -40- U) rn L 1 1 4 4 4 L ONCRETE BRIDGE BEAM 7 T 7 BRIDGE COLUMN---L ---L---L ---1- STANDARD -I4 + - I- 4 t-- WATER ELEVATION---t---t- ✓ (NAVD 88): -1.91' r 7 T (04/08/2024 @ 2:05 PM) T 7 N L 1 CONCRETE - 1- BRIDGE FOOTING 1 • 4 7 T BISCAYNEII BAY I BOTTOM OF BAY H I- 4 t VERTICAL LIMITS OF • 25' WIDE SOVEREIGN LANDS EASEMENT L 4 T • 4 co -00 1 L L --05 - D + _ CONCRETE BRIDGE BEAM _ _ H _ _ -00 4 t t W 1 45 - T T T Z -40 BRIDGE COLUMN I I - J -I -35 STANDARD L L T 1- -= 30 V - + + F..+ -25 - 7 Tt � 1 20 4 t 15 10 4-5 -0 --5 --10 -15 --20 --25 --30 I L � --35 -40 (13 90 85 80 75 70 -65 r I 04 7 1 L L CONCRETE — T 1- BRIDGE FOOTING _ + 0 0 CROSS SECTION ALONG SR 886 (PORT BOULEVARD) 1i HORIZONTAL SCALE: 1 "=60' / VERTICAL SCALE: 1 "=30' N.A. V. D 88 PLUS 1.55 EQUALS N. G. V. D. 29 JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 9 OF 11 DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG SKEJTPCJHr TIC ACCC�MrPANY F%P,L EASE�MrEN4P LEGAL DESOMPrPFCN 90- I 7 7 7 T T 7 ✓ r 7 TOP OF CONCRETE r Ln - - - _ BRIDGE BARRIER 80 75- L LI 1 14 70--H --+▪ ----H---+ 65- 60- 55- 50- 45- 40- 35- 30- 25- 20- 15- 10- 5- 0- -5- -10- -15- -20- -25- -30- -35- -40- 90 - 85 80 75 --70 -- rJ 1 = F = } Q -Il _ - - _ 1 L L T 7 T CONCRETE BRIDGE BEAM 1 L L 4 T I 4 rtt r r - T CONCRETE POST - _ _ ITH WOODEN L GUIDE RAILS _ + 1 t - FOOTING -1 - t WATER ELEVATION t _ 7 T (NAVD 88): -1.91' r 7 (OMOS/2024 @ 2:05 PM) 7 I 8.3 H-- ----- H -L -1- _ _ _ _ _ 1- r T 4- ti Ji n.(2)1 - Q r I - BISCAYNE BAY _ _ r - o L- -L- BOTTOM OF BAY -I gyp. - _ b H - / + o° - - 1 t t t VERTICAL LIMITS OF -r-_- r----r-- 25' WIDE SOVEREIGN _ _ - - - - a - LANDS EASEMENT _L - - I 1 I 1 I 1 I 0 Ln 0 Lo 0 N -65 -60 -55 -50 -45 -40 35 -30 -25 20 15 10 -5 -0 --5 -10 -15 -20 -25 --30 --35 -40 CROSS SECTION ALONG SR 886 (PORT BOULEVARD) HORIZONTAL SCALE: 1 "=60' / VERTICAL SCALE: 1 "=30' N.A. V. D 88 PLUS 1.55 EQUALS N. G. V. D. 29 JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 10 OF 11 DRAWING: 2632.1 • 12309984 • 400 NE 8TH ST • INTERCOSTAL EASEMENT.DWG VERTICAL LIMITS OF 25' WIDE SOVEREIGN LANDS EASEMENT SKErito r Aco omPANY E�AsENAENTt LEGAL �s��rForm 0N 90- 85- r 1 T 80- 1 75- 70- 65- L 7 7 TOP OF CONCRETE 4- r L T BRIDGE BARRIERS T 60- ? - CONCRETE BRID▪ GE BEAM L 90 ▪ 85 + + • + 1 r 4 rJrr 7- I 4- L L L 4 1 T 1 1-4 I-4 50- + I + + + + + I- LW +----I----+----1----7- + -- 4 45 j- 1 t T r 1 r 4 rti T 1 r 1 40 ..,4• T _ BRIDGE COLUMN _ _ I- -1- ▪ 40 35 = 1 1 J�STANDARD L -35 30 V 1--- 30 - - + - - - -I WATER ELEVATION - + + + • - 25--HQ - 1- 25 20- 1Z ▪ /'1- (OMOS/2024 @ 2:05 PM) _ _ _ _ - - - - 4' CONCRETE HEADWALL • 20 1 T I T T r T -1 15 10- 1 1 4'CONCRETE 1'1 L-10 - 1 HEADWALL T _I I --I1- 5- .i1% - + + 1 + + - - _ 1 + + EXISTING GRADE/ J 80 -75 70 ▪ -05 ▪ -60 -5- -10- -15- -20- -25- -30- -35- -5- -10- -15- -20- -25- -30- -35- -4 -4 T T iBISCAYNE filAY + BOTTOM OF B- AY — 1 _ -+ 1 CV T L = TERMINATION 1 4- 7- POINT OF + + + -5 0.2 -I ▪ -0 -5 ▪ -05 -50 H- 45 l ▪ -35 NNL b -- --40 (n 0 (0 CO + + + + LO CO 03 03 + H -20 ti I • -25 • T T I • 30 -i L 1 H o CROSS SECTION ALONG SR 886 (PORT BOULEVARD) HORIZONTAL SCALE: 1 "=60' / VERTICAL SCALE: 1 "=30' N.A. V. D 88 PLUS 1.55 EQUALS N. G. V. D. 29 JBM Data System, LLC it's done 4000 Ponce de Leon Blvd. Suite 470 Telephone: 305.777.0248 / Fax: 305.777.0449 /Cell: 305.710.5960 DATE: 03/28/2025 JOB NO.: 2632.1 DRAWN BY: D.G, CHECKED BY: D.A. SHEET NO.: 11 OF 11