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HomeMy WebLinkAboutExhibit BSKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT SCALE: 1"=500' N70'04 29 E 285.46' N88'49'41 E 251.82 50.00j �' � 9 Qi .c Q 1n Q J O � s N r M N0758 00 W 193.68' North Line, NE 1/4, Section 32-53-41 SOUTH LINE, O.R.B. 33, PG. 361 N87'24 21 E59.12' N8724 21 E 1509.03' - — — - - P0/NT OF BEGINNING NO3'03'12 IN 245.22' INGRESS —EGRESS & UTILITY EASEMENT S86 58'54 "W 58.97' N.W. 17th STREET _ 1 I 1 �Wr 1 I 32 - 1 L 1_ 1 28 11 —+-32— --- 2 — --28_, r 2 I 31 I L_2 - I_27_' L 2— I�I __ _2_7_ --+--- -( 1 I 2 1 301^I 3 _1_26_4_ 3_ 1 _30—_1 L 3 I 26 I W1 3 — T 1511" - 74 I 1 1 4 29 1 4 25 4 _ 181 1 _- j--25-�3r-------1 1 I I I 2B 121 5 1 24 12L 5_---28-J 5 _1_24_4. 1 5- -1 27 1 1 __�--- 1 6 27 I I--- 1 23 Ivor �1 _1_27_ 1 E 6 1 23 1 H---1----1 6 ___ N 6 �1 26 1 1---- -i 1 7 1 _2_6_ 14i1---- 22 13r (il 25--1 I 7 -22_� i 8-25—JZ�i1--7-,----121 7 — 4— L=337.81, 0=41"1052" 1 24 LeJeune Gorden R=470.00' CH.D.=330.59' 0 1 23 �a, Estates Section 4- 1 23—CH.B.=N24'0032'W — _22- I' Plat Book 44, 1 S� 2 1 1 10 j 19_ 1 I----12 T- 21 �z w $ 12 1Zy -1 1 11 T 18> I r 13 1:- 20 , _Page 2; 1 11 .E i 13 I 1 0l---t� F 12 I -1-7- I L_ J 14 1 19 S2? 12 —1-17 OBI 14 1 19 /3 I 16 I _1 N00'53'17"W .`sue-- 1-16 ---1 1 15 -1- -18- 1--14— I— 15 1 1/ I 59.96' 15 16 17 1. t-� l 14th S EE POINT OF COMMENCEMENT Southwest Corner, Northeast 1/4, Section 32-53-41 Note: 1. The bearings shown hereon relate to an assumed bearing (North 88°08'18" East) along the South fine of the Northeast One -Quarter (1/4) of Section 32, Township 53 South, Range 41 East, Miami -Dade County, Florida. 2. This sketch is not valid without the signature and the original raised seal of the attesting Florida licensed surveyor and mapper. 57" R/W SEABOARD AIR LINE R.R. L— t i SS A N88'08'18 E 649.34' L Lri N N00'53'17"W 45.01' Northeast Corner, Section 32-53-41 65.00' S03 0106E I244.78' ciS I1 35.00' CC 0 South Line, N.E. 1/4, Section 32-53-41 R - Radius - Delta Angle L - Arc Length Ch.B. - Chord Bearing Ch.D. - Chord Distance THE SEAL APPEARING' ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 SCHWEBKE S H I SKI N + ........ LAND SURVEYORS • ENGINEERS • LAND PL.,af�P kf;T: E••.o 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435. 71A/FAS(:(305) 652A2$4 2 PF*PtREDAD' e ,�7STATEOF Cu ,, MARK S i, N4)WO 1!'•P Df J PAL FLORIDA Paq,F.�QIEAND SUR' � � ///' J1IRVF oI I II I I I I 111 I I I I 1 110\W (1 THIS IS NOT A "LAND SURVEY." SHEET 1 OF 2 SHEET(S) `REVISED: FEBRUARY 16, 2022 ORDER NO • 214269 DATE: 10/11/2021 F B • N.A. K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS-EGRESS & UTILITY EASEMENTS.DWG 5MY SUVE*V ION: w \`NO. 4775 ♦ DATE: 10-11-2021 SHEET 2 OF 2 SHEET(S) F,B,: N.A. `REVISED: FEBRUARY 16, 2022 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS-EGRESS & UTILITY EASEMENTS.DWG SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT LEGAL DESCRIPTION: A POR110N OF UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; THENCE RUN ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 8808'18"EAST FOR A DISTANCE OF 649.34 FEET TO A POINT; THENCE RUN NORTH 0053'17"WEST FOR A DISTANCE OF 45.01 FEET TO A POINT ON A LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES T0, THE SAID SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32; THENCE RUN ALONG THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF N.W. 42ND AVENUE (LEJEUNE ROAD) THE FOLLOWING FIVE (5) COURSES; (1) THENCE RUN NORTH 0053'17" WEST FOR A DISTANCE OF 59.96 FEET TO A POINT, (2) THENCE RUN NORTH 4858'49" WEST FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE CONCAVE TO THE NORTHEAST; (3) THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 41'10'52", A CHORD LENGTH OF 330.59 FEET ALONG A CHORD BEARING OF NORTH 2400'32" WEST FOR A DISTANCE OF 33781 FEET TO A POINT OF TANGENCY (4) THENCE RUN NORTH 0325'06" WEST FOR A DISTANCE OF 62361 FEET TO A POINT (5) THENCE RUN NORTH 0758'00" WEST FOR A DISTANCE OF 193.68 FEET TO A POINT ON A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; THENCE RUN ALONG A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES T0, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 0054'35" WEST FOR A DISTANCE OF 992.21 FEET TO A POINT; THENCE RUN NORTH 88 49'41 " EAST FOR A DISTANCE OF 251.82 FEET TO A POINT; THENCE RUN NORTH 70 04'29" EAST FOR A DISTANCE OF 285.46 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 32; THENCE RUN ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 8724 21 " EAST FOR A DISTANCE OF 1509.03 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE CONTINUE ALONG THE NORTH LINE OF SAID SECTION 32, NORTH 8724 21 " EAST FOR A DISTANCE OF 59.12 FEET TO A POINT; THENCE RUN SOUTH 03'01'06" EAST FOR A DISTANCE OF 244.78 FEET TO A POINT; THENCE RUN SOUTH 8658'54" WEST FOR A DISTANCE OF 58.97 FEET TO A POINT THENCE RUN NORTH 03'03'12" WEST FOR A DISTANCE OF 245.22 FEET TO THE POINT OF BEGINNING; CONTAINING 14,466 SQUARE FEET MORE OR LESS, OR 0.332 ACRES MORE OR LESS. NOTE: 1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 8808'18" EAST) ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST MIAMI-DADE COUNTY, FLORIDA. 2. THIS SKETCH /S NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE ATTESTING FLORIDA LICENSED SURVEYOR AND MAPPER. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 SS , SCHWEBKE SHISKIN + ASSOC1 'A NCO ;,,87) LAND SURVEYORS • ENGINEERS • LAND PLAAt I•f,I�� NS••.••• 61 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435 1t1 ''AXpp:��(305) 5565Y $$8 ORDER NO.: 214269 4'*P!'RED ND "MY SU E�VI iION: THIS IS NOT A "LAND SURVEY." _ xi : : w - TATEOF d/Q MARK; FLORIDA P hf410l!• P AI PAL IIRF( `'N0. 4775 ° SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT SCALE: 1"=500' N70'04 29 E 134.28' POINT OF BEGINNING 50.00' 50.00' N. POINT OF COMMENCEMENT Southwest Corner, Northeast 1/4, Section 32-53-41 N00'54 35 "W 992.21 ' N87'24 21 E 1485.10' N70'04 29 E 285.46' N88'49'41 E 251.82' N0758 00 "W 193.68' North Line, NE 1/4, Section 32-53-41 South Line, SE 1 Section 29-53— 1 S8724 21 'W 1613.28' INGRESS —EGRESS & UTILITY EASEMENT N.W. 17th STREET _ _ _ _ I —1 1 — -i r 1 28 1 1 32 IIr 1 I 28 ICI -- I 32 I L--- I--- I I -- — +-----1 1----r---1 1— +---, I 2 1 27 1 L 2 2 I 31 II 2 1-27_ J¢I 2 I 31 I L--- I —1 L--- — +--- der--- I I�r---+——, I 3 26 11 3 1 30— 111 3 26 0L 3— I 30 1 L 1 141 T- -1,-r 4 I25 I.4,I 4 T 29 I I 4 1 25 1�1 4 - I 28 12r 5 I 24 'z' 5 1 28 1 1 5 1-24-A ¢I 5— — r-27-1 I—__4-_-- LeJeune Gorden i -6 — 1 23 Iwr — 1___ 1 L 6- 1 _2_3 Estates Section 4 I----(¢� -1'l1 6 Pi — —26--1 7 22 Plat Book 44, >.1 7 _Y_22- 1W--7 _25 I 1 _ -- - Page 23 �i 8 1 21 11--- 1 L=337.81',1=41'10' ___1 --1 18 T 2,R=470.00' CH.D.=330.59' 10 I _2_3_ jrnl 9 I 20 1 r-- -2 CH.B.=N2400 i2"W -11 1 22 I3r 10 1 19 I I- --1 2_ I I 10 j 19_ I I----T----1 ---- ----1 I 10 1 1------ 1 1 72 _1_27_ 1 r 11 I 18_ 1 1__- 1 -I 1 11 I 18 1 r-13 +_20-J -• 12- 1c517 1 L 11 I - 12 _1-17- I I 14 1 -19_'1 1----F ---I 1 1_16 N00'53'17"W 18_J L_13_-1. __ J L - I 53 i 17 9 96' I I 15 j L- 14 I 15 ll N.W. 14th STREET N88'08'18 E 649.34' SOUTH LINE, R.B. 33, PG. 361 S02 335 39 E 0 40.00' N00 53'17 IN 45.01' Note: 1. The bearings shown hereon relate to an assumed of the Northeast One —Quarter (1/4) of Section 32, County, Florida. 2. This sketch is not valid without the licensed surveyor and mapper ce o South Line, N.E. 1/4, Lr; Section 32-53-41 bearing (North 8808'18" East) along the South line Township 53 South, Range 41 East, Miami —Dade signature and the original raised seal of the attesting Florida THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 Northeast Corner, Section 32-53-41 65.00' 35.00' I R — Radius — Delta Angle L — Arc Length Ch.B. — Chord Bearing Ch.D. — Chord Distance SCHWEBKE SHISKIN LAND SURVEYORS • ENGINEERS • LAND PLANQ�-d�F,f�' GENS.'•...... 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435-70'±`9 / A 28\ 2 (305) 652-$ PRLP3IRED CIVD SMY SU'E�FVIEION: J : : _ ORDER NO.: 214269-C // • ,= r�J8TATEOr ' THIS IS NOT A "LAND SURVEY." DATE: 10/13/2021 SHEET 1 OF 2 SHEET(S) F B • N.A. + ASSOCIP,�``� SiENJ ) `REVISED: FEBRUARY 16, 2022 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS-EGRESS & UTILITY EASEMENTS.DWG u� :T MARK,S%/�1`do�l� FLORIDAP 1//.91fApD SUR' �, tt,rr////IIIIIII II I1111111\I\\�'U GIPAL 410. 4775 SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT LEGAL DESCRIPTION.: A PORTION OF UN -SUBDIVIDED LANDS LYING WITHIN THE SOUTHEAST ONE -QUARTER (1/4) OF SECTION 29, TOWNSHIP 53 SOUTH, RANGE 41 EAST, ADJACENT TO THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST MIAMI-DADE COUNTY, FLORIDA, SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST; THENCE RUN ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 88°08'18" EAST FOR A DISTANCE OF 649.34 FEET TO A POINT; THENCE RUN NORTH OO°53'17" WEST FOR A DISTANCE OF 45.01 FEET TO A POINT ON A LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE SAID SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32; THENCE RUN ALONG THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF N.W. 42ND AVENUE (LEJEUNE ROAD) THE FOLLOWING FIVE (5) COURSES; (1) THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 59.96 FEET TO A POINT; (2) THENCE RUN NORTH 48°58 49" WEST FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE CONCAVE TO THE NORTHEAST; (3) THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 41 °10 52", A CHORD LENGTH OF 330.59 FEET ALONG A CHORD BEARING OF NORTH 24°00'32" WEST, FOR A DISTANCE OF 337.81 FEET TO A POINT OF TANGENCY; (4) THENCE RUN NORTH 03°25'06" WEST FOR A DISTANCE OF 623.61 FEET TO A POINT; (5) THENCE RUN NORTH 0758 00" WEST FOR A DISTANCE OF 193.68 FEET TO A POINT ON A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; THENCE RUN ALONG A LINE 50.00 FEET EAST OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE WEST LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 00°54'35" WEST FOR A DISTANCE OF 992.21 FEET TO A POINT; THENCE RUN NORTH 88°49'41 " EAST FOR A DISTANCE OF 251.82 FEET TO A POINT;; THENCE RUN NORTH 70°04'29" EAST FOR A DISTANCE OF 285.46 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 32 AND THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE CONTINUE NORTH 70°04'29" EAST FOR A DISTANCE OF 134.28 FEET TO A POINT; THENCE RUN ALONG A LINE 40.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, SAID NORTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 8724'21 " EAST FOR A DISTANCE OF 1485.10 FEET TO A POINT; THENCE SOUTH 02°35'39" EAST FOR A DISTANCE OF 40.00 FEET; THENCE RUN ALONG THE NORTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, SOUTH 8724 21 " WEST FOR A DISTANCE OF 1613.28 FEET TO THE POINT OF BEGINNING; CONTAINING 61,968 SQUARE FEET MORE OR LESS OR 1.423 ACRES MORE OR LESS. NOTE.: 1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 8808'18" EAST) ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA. 2. THIS SKETCH IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE ATTESTING FLORIDA LICENSED SURVEYOR AND MAPPER. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 A SCHWEBKE SHISKIN LAND SURVEYORS • ENGINEERS 3240 CORPORATE WAY, MIRAMAR, FLORIDA THIS IS NOT A "LAND SURVEY." SHEET 2 OF 2 SHEET(S) 33025 DADE:(305) 652-7010 ORDER NO.: DATE: F B • N.A. 214269-C + ./N�o ASSOCI87> • LAND PL f era INS'.,'k BROWARD:(954) 435 1e 4'AX:(305) 65 $'?l 10/13/2021 £L MARK'o/s�l`to�� FLORIDA P O,F1'.91/A�1D SUR URVE 45F*Ft,RED UR1D 5MY SUQE V ION: OF�:Q STATE ' {P Al AL AO. 4775 REVISED: FEBRUARY 16, 2022 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS—EGRESS & UTILITY EASEMENTS.DWG Nilim nmimmuw0, SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT SCALE: 1"=500' 50.00' 0 CC z N.W. POINT OF COMMENCEMENT NDO'S3'17"W 59.96' Southwest Corner, Northeast 1/4, N88'08'18 E 649.34' Section 32-53-41 1 2 • North Line, NE 1/4, Section 32-53-41 INGRESS - EGRESS AND UTILITY EASEMENT SEE DETAIL (SHEET 2) N.W. 17th STREET 32 n=1 1 28 -+---�21----t--- lr 2 1 31 1�"1 2 _1_27-J¢I - --- I 26 1-er_ 31 I 30 I.---1- -T-29 1vl- 4 25 I I I 28- I zrPOINT OF 11-- 7-1 BEGI N/NG� I ' in I 23 L=1.15.33' d=1629 53" _ "4%, a R=470.00' CH.D.=134.87' 1 •72 sue,. ,-CH.B.=N36'2f 011Y 12 73 I r`fl -1 1 11 j 18 I I- 13 I 14 19 S6•, 12 _1-17- I 1 i 1 ScP•_ 1_16_ 15 18 I 14 r 15 L-_ 15 1 I Note: 16 Northeast Corner, Section 32-53-41 5' ��. ( / -1 28n 17 1 L--- I---� 1 -- _-1 1 2 -1 27 1 1 2 31 ►—- LeJeune Garden 1 31 Q. Estates Section 4 1 -- __29. Plat Book 44, L 4 - I 28 Page 23 1 5 1-27- -I 1 6 I 23 1 1 6 1 26 -1 1 7 4 22 _ I Zr 1 _25- J I------- 1 ,I _ _ 24 1 1 8 _1_21- I¢1 ----1 r- 1. 1 8 20 23 -L) g-4---1'11 9 22-_11 -10- _19_ IV 11 10 1 21-_1 I 17 I _ I I-_- \ _J°'rp72 I 17 1 1 11 1 I I�---F--- I L- -JZ {13 1 16 1 I 1 1I - 7 I 1.14 I ) l ' 1 15 1L- N.W. 14th STREET NO0'53'1714' 45.01' et 35.00' R — Radius 1. The bearings shown hereon relate to an assumed bearing (North 8808'18" East) along the South line L — Delta Angle of the Northeast One —Quarter (1/4) of Section 32, Township 53 South, Range 41 East, Miami —Dade L . Arc Length (/) P g Ch.B. — Chord Bearing County, Florida. Ch.D. — Chord Distance 2. This sketch is not valid without the signature and the original raised seal of the attesting Florida licensed surveyor and mapper. THE SEAL APPEARING' ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 1 u o �i South Line, N.E. 1/4, N Section 32-53-41 r ❑, jIIl'mr,„ EA SCHWEBKE S H I S K I N + ASSOCI ,. �� - SENj�o 8 87) LAND SURVEYORS • ENGINEERS • LAND P!_A}6•ENS'•''•.nn 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435:-��¢•• FXX:(305) 65 821P- 3'faCP?,RED D MY SUZ°*V IION: TATEOF �, •,� THIS IS NOT A "LAND SURVEY." ORDER NO.:214269-B DATE• 10/12/2021 SHEET 1 OF 4 SHEET(S) F,B.• N.A. REVISED: FEBRUARY 16, 2022 FLORIDA PFif),F',;(/lfAp1DR�S�UCI�' U,,/JJ/i/J)JJ I I11I I1IC111100 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS-EGRESS & UTILITY EASEMENTS.DWG 14 19 BEGINNING -1s 1 75 - L=362.47, R=833.00 Southwest Corner, +--- D=24'55'54" Northeast 1/4, CB=N1527'1714, NO2'59 21 W Section 32-53-41 CD=359.62' 118.40' 31 I 30 _29-_I 1 P8 I I I __ i � 5 24 5 I---J 1 _27_- _ I L=148.60, R=1193.58 I 26 1 I- D=708'00" k - , CB=S18°57'11 E 25 I CD=148.50' — � i_9-i 2p 1 1— r L=306.92, R=923.00 _ D=19'03.09" I CB=S12'30'S5 E — r CD=305.51 H---�---� E 1; L_S02°5921EL= 120.17' 1 1 1. N.W. h S88°08'18W 90.02' South Line, N.E. 1/4, Section 32-53-41 L=259.56 R=165.18 D=090'02 06" CB=S4157'51 W CD=233.67' S03'03'12 E I 118.73' L=759.97, R=510.29 D=85'1951" CB=S38'S 1 45W CD=691.66' Note: 1. The bearings shown hereon relate to an assumed bearing (North 8808'18" East) along the South line of the Northeast One —Quarter (1/4) of Section 32, Township 53 South, Range 41 East, Miami —Dade County, Florida. 2. This sketch is not valid without the signature and the original raised seal of the attesting Florida licensed surveyor and mapper THE SEAL APPEARING' ON THIS DOCUMENT WAS AUTHORIZED BY MARK S0152'57"E 12.26' L=77.74, R=2871.79 0=133'04" CB=S02'39 29 E CD=77.74' _S86°58'541N 249.52' SCALE: 1"=500' R — Radius A — Delta Angle L — Arc Length Ch.B. — Chord Bearing Ch.D. — Chord Distance STEVEN JOHNSON, P.S.M. 4775 p7-1A SCHWEBKE S H I S K I N + ASSOCIA°' EN✓i 87) LAND SURVEYORS • ENGINEERS • LAND PLA[�']IVIKi•EN 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435— Q;sFAX:(305) 652-821.P 4'F*PIRED ND 5MY SUZ°E*V ION: ORDER NO •214269—B = � w TATEOF QQ• :�a DATE• 10/12/2021 •"� • SHEET 2 OF 4 SHEET(S) F,B.• N.A. REVISED: FEBRUARY 16, 2022 THIS IS NOT A "LAND SURVEY." SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT DETAIL N.W. 42nd AVENUE L=95.50 R=470.00 0=01138'32" CB=N22'16'49"W CD=95.34' POINT OF" 1/1 INGRESS —EGRESS & UTILITY EASEMENT —ROAD North Line, NE 1/4, Section 32-53-41 NO3°03'12"W 375.24' L=624.30, R=420.29 D=85'06'29" CB=N38°45'05 E CD=568.47' V,\,o 1F iiry10C) /4���‹\ 011 1 I 32n I 1 1 28 1 1 V0 O -+----I I----Y---- 2 1 L=159.64, R=104.00 Z_ -1 I— e. N. 23 S86'58'54W I 20 I L _ 2 _ _ 682.45' 19 I H i L=202.24, R=178.00 L71 12 13 I 20 0=65'05'52"-13 CB=N6028'10W I CD=191.54' 1. r —1 28fl r, — • L=1345.62, R=775.4 D=99'25'13" 1 CB=S34°04 06W I 4CD=1183.05' • 4 ---1----1 L-- N86'58'54 E 505.58' MARKNd4W FLORIDA P .0,F ;��SS).4IfAiuD4 RSVE UAr.\ , H���UIIIIII1111I IIIIIIIAA)) , • C'AL ENO. 4775 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS-EGRESS & UTILITY EASEMENTS.DWG SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT LEGAL DESCRIPTION: ALL THAT PORTION OF LEJEUNE GARDEN ESTATES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44 AT PAGE 23, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING WITHIN THE BOUNDARY OF THE FOLLOWING DESCRIBED LANDS, TOGETHER WITH UN -SUBDIVIDED LANDS LYING WITHIN THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32; THENCE RUN ALONG THE SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SAID SECTION 32, NORTH 88°08'18" EAST FOR A DISTANCE OF 649.34 FEET TO A POINT;; THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 45.01 FEET TO A POINT ON A LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, THE SAID SOUTH LINE OF THE NORTHEAST ONE -QUARTER (1/4) OF SECTION 32; THENCE RUN ALONG THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF N.W. 42ND AVENUE (LEJEUNE ROAD) THE FOLLOWING FOUR (4) COURSES; (1) THENCE RUN NORTH 00°53'17" WEST FOR A DISTANCE OF 59.96 FEET TO A POINT; (2) THENCE RUN NORTH 48°58'49" WEST FOR A DISTANCE OF 562.53 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE CONCAVE TO THE NORTHEAST; (3) THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 16°29'53'; A CHORD LENGTH OF 134.87 FEET ALONG' A CHORD BEARING OF NORTH 36°21 '01 " WEST, FOR A DISTANCE OF 135.33 FEET TO A POINT ON THE NEXT DESCRIBED CIRCULAR CURVE CONCAVE TO THE NORTHEAST AND THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; (4) THENCE CONTINUE ALONG' THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 1138'32" A CHORD LENGTH OF 95.34 FEET AND A CHORD BEARING OF NORTH 22°16'49" WEST, FOR AN ARC DISTANCE OF 95.50 FEET TO A POINT, THENCE RUN NORTH 8658'54" EAST FOR A DISTANCE OF 739.49 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST; THENCE RUN NORTHEASTERL Y ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 104.00 FEET, A CENTRAL ANGLE OF 8757'01 ", A CHORD LENGTH OF 144.42 FEET AND A CHORD BEARING OF NORTH 43°00'23" EAST, FOR AN ARC DISTANCE OF 159.64 FEET TO A POINT OF REVERSE CURVATURE; THENCE RUN NORTHEASTERLY ALONG' THE ARC OF A CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 865.48 FEET, A CENTRAL ANGLE OF 8437'16', A CHORD LENGTH OF 1165.19 FEET AND A CHORD BEARING OF NORTH 4120'31 " EAST, FOR AN ARC DISTANCE OF 1278.24 FEET TO A POINT ON THE NEXT DESCRIBED NON- TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHWEST, THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 420.29 FEET, A CENTRAL ANGLE OF 85 06'29 , A CHORD LENGTH OF 568.47 FEET AND A CHORD BEARING OF NORTH 3845'05" EAST FOR AN ARC DISTANCE OF 624.30 FEET TO A POINT, THENCE RUN NORTH 0303'12" WEST FOR A DISTANCE OF 375.24 FEET TO A POINT; THENCE RUN NORTH 8658 54" EAST FOR A DISTANCE OF 505.58 FEET TO A POINT; THENCE RUN THE NEXT DESCRIBED TWO (2) COURSES ALONG THE WESTERLY RIGHT-OF-WAY OF NW 37TH AVENUE, (1) SOUTH 0152'57" EAST FOR A DISTANCE OF 12.26 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE EAST; (2) THENCE RUN SOUTHERLY ALONG' THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 2871.79 FEET, A CENTRAL ANGLE OF 0133'O4', A CHORD LENGTH OF 77.74 FEET AND A CHORD BEARING OF SOUTH 023929" EAST FOR AN ARC DISTANCE OF 77.74 FEET TO A POINT; THENCE RUN SOUTH 8658'54" WEST FOR A DISTANCE OF 249.52 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST, THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT HAVING A RADIUS OF 165.18 FEET, A CENTRAL ANGLE OF 90 02'06'; A CHORD LENGTH OF 233.67 FEET AND A CHORD BEARING OF SOUTH 4157'51" WEST, FOR AN ARC DISTANCE OF 259.56 FEET TO A POINT, THENCE RUN SOUTH 0303'12" EAST FOR A DISTANCE OF 118.73 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHWEST, THENCE RUN SOUTHWESTERLY ALONG' THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 510.29 FEET, A CENTRAL ANGLE OF 85°19'S1'; A CHORD LENGTH OF 691.66 FEET AND A CHORD BEARING OF SOUTH 3851'45" WEST FOR AN ARC DISTANCE OF 759.97 FEET TO A POINT ON THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHEAST, THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 775.48 FEET, A CENTRAL ANGLE OF 9925'13 , A CHORD LENGTH OF 1183.05 FEET AND A CHORD BEARING OF SOUTH 34 04'06" WEST FOR AN ARC DISTANCE OF 1345.62 FEET TO A POINT ON A THE NEXT DESCRIBED NON -TANGENT CIRCULAR CURVE CONCAVE TO THE NORTHEAST; CONTINUED ON SHEET 4 OF 4 1 THE SEAL APPEARING' ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 \\\\\ 1 wu1nllllliii8 /i,, A SCHWEBKE S H I S K I N + ASSOCI.. ° E J0 N Lc-87 LAND SURVEYORS • ENGINEERS • LAND PL_A�<,SENS••••/L�' �'; 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 435 1,�• YAX:(305) 65Y-trk it PI RED ND SMY SU 'E*VfIION:• OF • 10/12/2021 ORDER NO.: 214269-B 73 Q w THIS IS NOT A "LAND SURVEY." cl- DATE: al •.�� • SHEET 3 OF 4 SHEET(S) F B • N.A. REVISED: FEBRUARY 16, 2022 FLORIDA Pk)„F.41,A1''DpS�UR AO. 4775 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS-EGRESS & UTILITY EASEMENTS.DWG SKETCH TO ACCOMPANY LEGAL DESCRIPTION INGRESS - EGRESS AND UTILITY EASEMENT CONTINUED FROM SHEET 3 OF 4 THENCE RUN SOUTHERLY ALONG' THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 1193.58 FEET, A CENTRAL ANGLE OF 0708 OO , A CHORD LENGTH OF 148.50 FEET AND A CHORD BEARING OF SOUTH 1857'11 " EAST, FOR AN ARC DISTANCE OF 148.60 FEET TO A POINT ON THE NEXT DESCRIBED NON— TANGENT CIRCULAR CURVE CONCAVE TO THE SOUTHWEST,. THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 923.00 FEET, A CENTRAL ANGLE OF 19 03'09', A CHORD LENGTH OF 305.51 FEET AND A CHORD BEARING OF SOUTH 1230 55" EAST, FOR AN ARC DISTANCE OF 306.92 FEET TO A POINT, THENCE RUN SOUTH 0259'21 " EAST FOR A DISTANCE OF 120.17 FEET TO A POINT; THENCE RUN ALONG A LINE 45.00 FEET NORTH OF AND PARALLEL WITH, AS MEASURED AT RIGHT ANGLES TO, SAID SOUTH LINE OF THE NORTHEAST ONE —QUARTER (1/4) OF SECTION 32, SOUTH 88 08'18" WEST FOR A DISTANCE OF 90.02 FEET TO A POINT, THENCE RUN NORTH 0259'21 " WEST FOR A DISTANCE OF 118.40 FEET TO A POINT ON A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN NORTHERLY ALONG' THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 833.00 FEET, A CENTRAL ANGLE OF 2455'54", A CHORD LENGTH OF 359.62 FEET AND A CHORD BEARING OF NORTH 1527'17" WEST, FOR AN ARC DISTANCE OF 362.47 FEET TO A POINT OF COMPOUND CURVATURE; THENCE RUN NORTHWESTERLY ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 178.00 FEET A CENTRAL ANGLE OF 6505'52", A CHORD LENGTH OF 191.54 FEET AND A CHORD BEARING OF NORTH 6028'10" WEST, FOR AN ARC DISTANCE OF 202.24 FEET TO A POINT, THENCE RUN SOUTH 8658'54" WEST FOR A DISTANCE OF 682.45 FEET TO THE POINT OF BEGINNING; CONTAINING 399,964 SQUARE FEET MORE OR LESS OR 9.182 ACRES MORE OR LESS. NOTE: 1. THE BEARINGS SHOWN HEREON RELATE TO AN ASSUMED BEARING (NORTH 8808'18" EAST) ALONG THE SOUTH LINE OF THE NORTHEAST ONE —QUARTER (1/4) OF SECTION 32, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI—DADE COUNTY, FLORIDA. 2. THIS SKETCH /S NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE ATTESTING FLORIDA LICENSED SURVEYOR AND MAPPER. THE SEAL APPEARING' ON THIS DOCUMENT WAS AUTHORIZED BY MARK STEVEN JOHNSON, P.S.M. 4775 A SCHWEBKE SHISKIN + ASSOC!,° N�o; L -;87> LAND SURVEYORS •ENGINEERS LAND PLA i�1Pt N• ••., cP %,i 3240 CORPORATE WAY, MIRAMAR, FLORIDA 33025 DADE:(305) 652-7010 BROWARD:(954) 434).41145. YAX:(305) 65 8 8 iPl PI,RED IIVD 5MY SUPS VIIION: ORDER NO.: 214269—B = • crn rc r?F d a THIS IS NOT A "LAND SURVEY." DATE: 10/12/2021 SHEET 4 OF 4 SHEET(S) F.B.: N.A. REVISED: FEBRUARY 16, 2022 K:\325341\MELREESE GOLF COURSE\SKETCH LEGAL\REZONING\DWG\INGRESS—EGRESS & UTILITY EASEMENTS.DWG �/U� I • c1�iL MARK S` /ENI•.1JO-N3 FLORIDA PRO,F1/4MAND SUfRRv &F, //iq,o„ URV Ey \\\\ Iuu))JJI1 nm,cac MA521?i PAL A0. 4775