Loading...
DS-7-13-1649_Plans SK r" CH OF BOUNDARY SURV Y I° �11;�t3 N. E. 107th - STREET JUL 2,3 X 1l�089' S - _' - - - - - - ---�- - _ - - - - - (P B 7 P G 149) Y: `.� ............... w ten a N 00 m R- 5.00 �• f _ ;:: , N.E. 107th STREET � a� cos • 02' ao" ---------------- ---- a 0) L= 9.26 � �•- � IA DADE COUNTY Q 6 R=2 00 / /;/ YA G / ov Z T 4.99 L=39 28 1535 / i'' // 'i �,! �/; � �3a' � '�' z 602.08'(P 7=25 01' /�' �'�//�/�'/ '�'%/; %i �/i i/� t� �f �-° c� o 552. (R) 52.12. Q v --- -- - 77.4 // � Q N 2.1' /jj'�' /•���i /�;'%���ji;/�%� m .90 '� m 19.7 27,1 30.0 N � /'/"/,/��j �///%i ' /�;/� �;;'/ �;� �� o� W d V G. 0°11.0 �����i �, /�/��% � % ''�'���//, ( tY { f a C� ,i/ i ; jj i/ /;ji/ "/ N.E. 106th - 0 1.0 FIE1 0 1' %j �/" '/i%/� // X / /� r ® �'� r; TWO STORY O O " ! / �� !�1� CBS BUILDING c, ,I //� %,�,�'/ , //,%''�j i � %i 0 - I��� J Z co -- it 26.0 15)35 //i i / // i//%/i/ " %i i'/ 'i 130' M CQY �i/ j �� �" �� /�; /// /, Q m CL 06 8.0 { P, 15:2 � 104.5 .2' h N.E. 105th STI4EET o 15:9 � � c n n eO N ��.:, I (PB 19 PG 62) 8 0 26.9 4.4 u o ° LOCATION MAP -.----- M 14.4 ' 15-� 1 Not to Scale �-rr p o c 21.9 3 -�� �� ai -7%�P.IEn�C DEPT V1 a� Ix j LU _.. F_� �'1.OG [0"P7 w O 67.6 ��x 1� SUBJECT TO COMPLIANCE_WITH ALL FEDERAL i 32,5 2.0 �� STATE AND COt INN RULES AND RF�ULATin�S �� UJ C) °p ;L cD .4 F- �1 "' 4 Z N M k,I p co v 0 00 Q � F 4 O o 3 d• I `� 0 4 o ° 1.Q o \ L v LEPI*T� I 1 6 U) 09 87.2 , ,� �., Wr r FT `o 01 �o°o �o�� ° 3.0 X z LEGAL DESCRIPTION: � + + ao � s.1 Q 1 TRACT A "REPLAT OF BLOCKS 115 & 116 OF THE AMENDED PLAT OF ® ao ' I MIAMI SHORES SECTION 5" according to the Plat thereof as recorded in Plat 8.1 co 13.7 63.7 ^� N C cn ,. - ;- „ ° Book 43 at Page 48 of the Public Records of Miami Dade County, Florida. 5.0 SURVEYOR'S NOTES: 29.0 29.0 ° 7.0 +wo�� Q''Q `It� � 01 26 co "' c r 9�c' ,' p ° ° Elevations are referred to the National Geodetic Vertical Datum 1929 (NGVD), 13.0 412.3 c�i _ _ 12.3 �n,k�n St�S.wns►5M. ^�- N 13.0 I Elevations are based on Miami-Dade County Benchmark D-159, the same being 50.0 ° F.F. EL. 11.74 a PK Nail and Brass Washer in concrete catch basin at SE corner of the 10'3 intersection, located 11 feet 69 feet South of centerline of NE 105Lh Street and 24 tj� 2s. 20'2 x feet East of centerline of NE 6th Avenue, elevation 10.31 feet. 13.06 17 s The Subject Property does not lie within a Special flood Hazard Area (SFHA) as shown on the National Flood Insurance Program's, Flood Insurance Rate Map for m +� �^�, ___ o^' ; ._... _ Miami-Dade County, Florida and Incorporated Areas Map No. 12086C0302L, 8.0 ty 65.9 6s Q Community No. 120652, bearing a revised date of September 11, 2009. Said 2 382 z map delineates the herein described land to be situated within Zone X, an area I;. TWO STORY p determined to be outside of the 0.2% annual chance floodplain. CBS CHURCH BUILDING 1.3 A comparison between measured plat, and record dimensions is delineated �Xq F.F. E L. 11.21 0 � 4) .- 113.0 ,�� �� > ." 'J '1 ."1. hereon. Measured dimensions (M) are based directly on the recovered monumentation. Platted dimensions (P) based on the said "REPLAT OF 0 27.8 12.0 a BLOCKS 115 & 116 OF THE AMENDED PLAT OF MIAMI SHORES SECTION f 5". Record dimensions (R) are calculated based on the recorded plat dimensions. ° 22.2 2a 7 3' Any notorious evidence of occupation and/or use of the described parcel for to N to r A� 20.4 ur) Right-of-Way, ingress or Egress are shown on this survey drawing. However, this 0 r; - N I survey does not purport to reflect any recorded instruments or Right-of-Way I 9. 42.0 other than a h 0 o a s shown on the underlying record plat or as stated in the legal O° �O° o +°'� 10.8 33.3 TWO STORY v�6.4 \�� , °' description. ° 16.1 C13S BUILDING :-- -`-__ -- ° 8.0 ° '� �, N F.F. EL. 12.19 2.7 No encroachments were noted by this survey, except as shown hereon. The 13.0 ti` 417 10.0 ? ownership of the fences and/or walls as shown hereon was not determined. The ti _ J � location of utilities on or adjacent to the property was not secured. The Surveyor o `' 2. 13.0? I has preformed no subsurface investigation or determined the location of LA- 2.5 1s.0 a3 underground footers. E"A 0 1:7 26.9 30.0 The total area of the Surveyed Parcel as described herein contains 358372.9 a� square feet more or less (8.22 Acres more or less). L rz X090' 2' 3 .,. ....� _ , _ - . . . . .. - I Y �, .____ . 0 7' 30" C �. R=:25.00 ��,-�_� _- _-� 60 .15' P R=25.00' L 39.36' �, ___ '60 8' LEGEND: T 25.09' .a� n - -- ------. _ _ L=39.1 6 o °� . T-24.91' SURVEYORS CERTIFICATION: Q SIP Seth" Iron Pipe LB 761 a� a� �o. __ ;r3- �y<a f,,f - .^;•:�- _ ,�,�. �,.,�. ' FIP Found Yi' Iron Pipe - - - +- - o 0 A Delta Angle N. E. 105th S`l RE'ET This is to certify to the herein named firm and/or persons, that in my professional 0 m R Radius �°- J opinion, this map or plat of the herein described property is true and correct as o -8 o # o T Tangent JuJW�/ recently surveyed and platted under my direction, I further certify that this map or ' � -5 = y -5 L Arc length ' Il o ' plat and the survey on which it is based meets the Minimum Technical Standard `- F.F.EL Finish Floor Elevation � � c�°��� `� SETS `� ' Requirements, adopted by the Board of Professional Surveyors and Mappers, V) m ti CLF Chain Link Fence pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, ° a CBS Concrete Block Structure �x I-) L -4� �DY"��� `� Zo Florida Administrative Code, under Sections 5J-17.051 and 5J-17.052 and is a o A/C Air Conditioner Unit BOUNDARY SURVEY as defined in Section 5J-17.050(10)(b). � l2 2 I; (M) Measured dimension 6" SEE PLAN �1 l�y I�� ZONING,ZONED STREET(P) Platted Dimension LINES,Mr. / f 0 (R) Record Dimension vp) FOR WIDTH BACKS,UNDERGROUND EASEMENT$ ! / Conc Concrete AND RIGHT OF WAYS, ETC.FROM Dated: 22+ �� E.R. BROWNELL&ASSOCIATES, INC. ' v CL Clear e , • � • . ABSTRACT TO BE VERIFIED AND/OR Q 1/2- TOOLED OR OBTAINED BY OWNER,ARCHITECT DH Drill Hole r '' 1/4- 1/4- CUT JOINT 1 OR BUILDER BEFORE DESIGN 0R S °' CB Catch Basin Thomas Brownell, ecutive Vim President T �, KO CONSTRUCTION. O/S Offset Professional Land Surveyor#2891 n O/H Overhead Wires WM Water Meter I 4" THICK 500 P.S.I. MIN. State of Florida h CONCRETE BROOM FINISH WITH Y- to N '� n N ... LP Light Pole EVEN, DUS ESS SURFACE.) The survey map and report or the copies thereof are not valid without the CP Concrete Pole " THICK COMPACTED SUBGRADE signature and the original raised seal of a Florida licensed surveyor and mapper Sheet; 1 of 1 MHS Manhole Sanitary (15� PER A.A.S.H.T.O. T--180) Ln J.N. 32397 MHO Manhole Drainage \-PRE-MOLDED EXPANSION JOINT FILLER �+ I� W�LK NAIL (RECESS 1/2- FROM SURFACE) $k, NO, Centerline TYPICAL NOT To SCALE TYPICAL EXPANSION & CONTRACTION JOINTS LS--- 4. 1 SK TCH OF BOUNDARY SURV Y " �lI I�13 X089. 5 1�v�---- - - _ _ N. E. _ - 107th STREET (PB 7 PG 149) N M .. R- 5.00 �b?� f= . ; _ , . , - - - - N.E. (07th BY:.................... � M � °° J ------_ ___ .-_- STREET Q N °° mil, 1 J,, M `,• L 9.26 A�09 ' 02' 00" DADE COUNTY f �/ I 11� Q o R-2 00' -r. o T= 4.99 M L=39 28' 15135' % i� % � i /, / /�, '/�"/ j n v o 2 mr-_ . . _. // �� I s✓ T-- i� o I x-,���_ '�rr,� w ire f' ���- 552. (R) 52.12 -_ - - - 1y' 4�0 / o - --- -- 77.4 +� t 35.0' C o/1 C. ° ao 2.1' V) i, �ri 19.7 27.1 fY o 0 30.0 , %, 00 k a /�� '/��:/%%//�� //i%/� /' 'ii/j j/ i u W U 1 i 1 28.0 c911.0 /�j / � � / j/%/ !3C co t o N.E. 106th J/ITEET CL TWO STORY r, /i ,� / // / O b / / r o, :! gar i 'rI C8S BUILDING � c, /%%/%% ;� /ij%��' - ;'222555t�II� �� W N ZZy Cd Q 28.0 t 5 135 j'; %�/' % '�j 30 m a 2 as // / 0- Z s 15.2 .n _ _� l W 8.0 9 , . _ 104.5 .2 E- 105th - STREET , - co ci �1.2 coe:P;_ �F' -N. < � r �.; a, _.'-------� 8.0 25.9 �.a_�- K ( (PB 19 PG 62) I _ sum LOCATION MAP 14,4M 57 J Not to Scale 70N!NfG DEPT I Tom, :- �-X--,X- C--; - po 21.9 3.8 �c DEPT 1 ai M_DG n w o N U of vt N �> SUBJECT TO COMPLIANCE WITH ALL FEDERAL IX W \ 3.0 � I STATE AND COUNTY RULES A�viD P�OU' I 0 W ® \ 67.6 \x LW Z 32.5 Z 2,0 ��✓ W 00 [ri o t LU x C7 w 00 Q r- 1 \ \ ® - I ® Z N M v 0 1.0 s � N � � 0 00 o Z M d9 p U N M 0C) LQ 16.6 4t P, rte. 0 0% 4 O L -C 7 ` OR 87.2 3.0 .� ►� LEGAL DESCRhP71ON: O 4, i.+ Ft Al W1+ 81 Vu)� TRACT A, "REPLAT OF BLOCKS 115 & 116 OF THE AMENDED PLAT OF 13.7 63.7 ®m 7.9 ti �, �� MIAMI SHORES SECTION 5", according to the Plat thereof as recorded in Plat \ N o �o' Book 43 at Page 48 of the Public Records of Miami Dade County, Florida. , 5.0 U 7.0 0,1\* ,.,. .,,ra R,,,�,c�. �0 o SURVEY6f�'S NOTES: � 01 28. 29.0 ��.....� 29.0 ° / c 13,0 X12.3 N, r' ` _ l .�v^ 1 Elevations are referred to the National Geodetic Vertical Datum, 1529 (NGVD). _ Q o I 12.3 Elevations are based on Miami-Dade County Benchmark D-159, the same being Cony N 13.0 o x ° r1 50.0 10.3 oo F.F. EL. 11.74 I a PK Nail and Brass Washer in concrete catch basin at SE corner of the 28. 20.2 ° intersection, located 11 feet 69 feet South of centerline of NE 105th Street and 24 Q X feet East of centerline of NE 6th Avenue, elevation 10.31 feet. �h v 13.0° l The Subject Property does not lie within a Special flood Hazard Area SFHA) as x 7.5 N shown on the National Flood Insurance Program's, Food Insurance Rate Map for Lo 8.0-- nI �� _`___._..__ ^ __. Miami-Dade County, Florida and Incorporated Areas Map No. 12086C0302L, tY • yg22 6.6 �! Community No. 120652, bearing a revised date of September 11, 2009. Said ma delineates the herein described land 104 TWO STORY o0 � p be a d to be situated within Zone X, an area o CBS CHURCH BUILDING '� 1 1.3 determined to be outside of the 0.2% annual chance floodplain. r F.F. EL. 11.21 0 Z A comparison between measured, plat, and record dimensions is delineated 4 a M 113.0 r r / R 1 . hereon. Measured dimensions (M) are based directly on the recovered a monumentation. Platted dimensions P based on the said "REPLAT OF 1 _ 27.8 27.8 12'0 "* BLOCKS 115 & 116 OF THE AMENDED PLAT OF MIAMI SHORES SECTION 0 ;r r 5". Record dimensions (R) are calculated based on the recorded plat dimensions. f 22.2 0 v a An notorious evidence of occupation 28.7 3' �- Y and/or use of the described parcel P p for ` . N � X20 4 Right-of-Way, ingress or Egress are shown on this survey drawing. However, this 717 O 9• a2.o N ( survey dces not purport to reflect any recorded instruments or Right-of-Way Q X0 . . 0 o ti other than as shown on the underlying record plat or as stated in the legal 33.3 description. `--� +9' 10.8 � TWO STORY �s.a \�,k . � o 0 16.1 � CBS BUILDING . - - No encroachments were noted by this survey, except as shown hereon. The �.0 13.0 ti� �i7 a o 10.0 7 ownership of the fences and/or walls as shown hereon was not determined. The c 2.5 19.0 2. 13,01 �, __ _ - 41.7 p 1a. _ location of utilities on or adjacent to the property was not secured. The Surveyor o i � __�� it ` !3 � I has preformed no subsurface investigation or determined the location of 4- z�MO under ground footers. 35.V G' T 9 25.9 30.0 The total area of the Surveyed Parcel as described herein contains 358372.9 �- T square feet more or less 8.22 Acres more or less). � cV C!c o- �� s 1► 4090' 2' 3 -- - `° �- a-- 55 1 RAM) r�08 47 30 �' _-� 601.19 '(P) L R� 25.00' - -- - L=-39.36 ! -- T 25.09�'� 9 Sip Set Y2" Iron Pipe LB 761 - �� 1°. _ ,a- F, f,:.J• °j� T=24 1' FIP Found W Iron Pipe - - -- -- -+ - - - +` _ _ _ SURVEYOR'S CERTIFICATION: V Y N 0 Delta Angle N. E 105th STREET / This is to certify to the herein named firm and/or persons, that in my professional � � � R Radius opinion, this map or plat of the herein described property is true and correct as o o o n g recently surveyed and platted under my direction. I further certify that this map or '' _ -9 a = y - Tangent _ plat and the survey n which it is based meets the Minim y $ ° ° ° y L Arc length 1 �"'`�°���Y� y um Technical Standard vii m v v v v V va, F.F,EL Finish Floor Elevation o Requirements, ado _ � � I 1���� �07��� pursuant to Chapter 472.027 eF Florida Statutes, as set Chapter Mappers, 7 - CLIP Chain Link Fence p , CBS Concrete Block Structure Florida Administrative Code, under Sections 5J-17.051 and 5J-17.052 and is a A/C Air Conditioner Unit (D x1 .y x} .� 2� I-xp, -�o Y��s Z p' "BOUNDARY SURVEY" as defined in Section 5J-17.050(10)(b). (M) Measured Dimension 6" SEE IPLAN Z K � 2 � (P) Platted Dimension ZONM ZONED STREET U ° FOR WIDTH BACK9,-UNDERGROUND Dated: ��2� fI E.R. BROWNELL & ASSOCIATES, INC. (R) Record Dimension (vp NES,S1lT• 0 AND E#1Q, iroi;wAYs,ETC.FROM v Conc Concrete °; > CL Clear ' ' 1/2' TooL�a OR ABSTMAtT To BE VERIFIED AND/OR Q �T� � 1 4" CUT JOINT ARCHITECT L ot, + .•" DH Drill Hole r . 4 t 4" OR OBTAINED 13Y BUILDER BEFORE A 8 CB Catch Basin � �� SKMI OR Thomas Brownell, ecutive Vice President N $ N C O/S Offset Professional Land Surveyor#2891 ' d O/H Overhead Wires " State of Florida WM Water Meter 4 THICK 500 P.S.I. MIN. CONCREU BROOM FINISH WITS o � .- i Light Pole EVEN, DUS ESS SURFACE.) The survey map and report or the copies thereof are not valid without the CID Concrete Pole " THICK COMPACTED SUBGRADE signature and the original raised seal of a Florida licensed surveyor and mapper Sheet: 1 of 1 C I MHS Manhole Sanitary ��S% PER A.A.S.H.T.O. T-"180) PRE-MQtDED EXPANSION JOINT FELLER J.N. 32397 MHD Manhole Drainage (RECESS 1/2" FROM SURFACE) Sk. No. Centerline TYPICML �� ���K ®E�T'AJL TYPICAL EXPANSION & CONTRACTION JOINTS NOT TO SCALE ,"'� 43 1 OF _w_'4'k0UNDARY SURV Y CH BY: ..... -- . `` /� �� J r" JUL N. E. 107th - STREET (PB 7 PG 149) � � .owwn o M Q 00 m B COPY 089. 5 Oo�`----- - - - - - - - -= - - - - - - - N. _ _107th_ _ 5 TREE T s� �fe. _ w.._m.-.... a V, �- e� _ R= 5.00 �a?q2, _,� f�,-�•, _ ���.� r;,` ,00 ,t�09 02' 00" �-- � DADE COUNTY �.._� ���,, o L= 9.26 R=2 00' l V1' c ot�o z T- 4.99' , / /�� �/ �30 l M z c L=39 28 15' 35' / / ; 602.08'(P) T=25 01' LA- I �_ • 552 52 12 0 I /, %�i�/� /�// ' / V 'In ` 77.4 `�' 2.1' 'I j/ i / //i�'//// i / i'/i//// ]i pp O 2 1` COrJC. i/, �. M m _ ( / >- � ci a // / + / ;� 35.0' 19.7 27.t /� 30.0 N ,fir ///////��// // ,/ / �i j /. i �..i L``J U co - ° 7 wt1.0 - , 72 _ N.E. 106th v� 3 l STREET C', I TWO STORY �/ j % / 1t1.� N i r a O OI t CBS BUILDING N cl .I //,ii / /.i ; / ��/ ( d c� °' �� •� 0o/ ," � � / // ///i �/�,' z �-11 Q Z ca FIE1 28.0 151 35' /�� %� 30, o m / / `' X % a s.Q 15.2 104.5 2' N.E. 145th STREET � 3 0 N 15.9 r:-26.9 t.2 N 4 4 �c o,P,�; ,� I (PB 19 PG 62) 8.0 r LOCATION MAP C-4 14,4 Not to Scale , - � p 21.9 oc 3.8 co if iO'0 C Z y ° N 67.6 �;� SUBJECT TO COMPLIANCE WITH i ALL FEDERAL w ?' 9II U Z t \ 32.5 2.0 �' __ �_� _.. Z TAT_.ANO CO INTY RULES AND REGL'".-ATI�NS I- Q .._,_._. LU cD J [I5 � � Q H .c� o co C7 ap 00 r Z cV M O � " ' �---k------ to � 1.0 ° *,� 0 3 -0 0 `. Z G O � h O a �. ao 1.Q 0 v 64 e- 6 � a an to 87.2 �j i UT. CV uti oo �ti 3.o N z ; 4J LEGAL DESCRIPTION: to 8.1 `'" i TRACT A "REPLAT OF BLOCKS 115 & 116 OF THE AMENDED PLAT OF •°� + - O + 8.1 s3.7 O 1.9 J y :' ��, MIAMI SHORES SECTION 5", according to the Plat thereof as recorded in Plat f:4 13.7 N C n _ �, s�,. ,o Book 43 at Page 48 of the Public Records of Miami Dade County, Florida. M icyGc ' 29.0 \ � 1 29.0 ° it �,�:, - 4 k... srJi� . �1 Elevations are referred to the National Geodetic Vertical Datum, 1929 (NGVD)• 28 13.0 �t2.3 N N 12.3 * �`' ( Elevations are based on Miami-Dade County Benchmark D-159, the same being "'^� 13.0'0 x N a PK Nail and Brass Washer in concrete catch basin at SE corner of the F.F. EL. 11.74 9 50.0 ~ 10.3 ,, Oq intersection, located 11 feet 69 feet South of centerline of NE 105t" Street and 24 lj 28. 20.2 � X feet East of centerline of NE 6th Avenue, elevation 10.31 feet. zS The Subject Property does not lie within a Special flood Hazard Area (SERA) as �l ego I� t7.5 shown on the National Flood Insurance Program's, Flood Insurance Rate Map for 1:�Miami-Dade County Florida and Incorporated Areas Map No. 12086C0302L, 65.9 6.s 6 lal Community No. 120652, bearing a revised date of September 11, 2009. Said 38.2. 38.2 ? map delineates the herein described land to be situated within Zone X, an area TWO STORY a O l M determined to be outside of the 0.2% annubl chance floodplain. CBS CHURCH BUILDING 1.3 4j o. A comparison between measured, plat, and record dimensions is delineated F.F. FL. 11.21 0 1t3•o r � Y > .7 � � ;A.1'% hereon. Measured dimensions (M) are based directly on the recovered P:.q monumentation. Platted dimensions (P) based on the said "REPLAT OF 0 27.8 278 12.0 M BLOCKS 115 & 116 Of THE AMENDED PLAT OF MIAMI SHORES SECTION 5", Record dimensions (R) are calculated based on the recorded plat dimensions. .. -Cn J� ° 22,2 rl► 1 Q� Any notorious evidence of occupation and/or use of the described parcel for I ° 28.1 � ° 3 20.4 Right-of-Way, Ingress or Egress are shown on this survey drawing. However, this � � r' I survey does not purport to reflect any recorded instruments or Right-of-Way 1 ` i 9. 42.0 N ti a other than as shown on the underlying record plat or as stated in the legal 10.8 STORY 6.4 ��� °� description. g TWO 33.3 ts.t �; CBS BUILDING C o i 0 No encroachments were noted b this survey, except as shown hereon. The � N F.F. EL. 12.19 2.7 '`� Y Y e p _ - 8.0 t3.o ti` l o to.o ownership of the fences and/or walls as shown hereon was not determined. The `V X2.5 ts.o 2. 13.0 `� \` 41.7 location of utilities on or adjacent to the property was not secured. The Surveyor o t4. :;... p i - 34 - 3 �\ - - -- - 1 I has preformed no subsurface Investigation or determined the location of underground footers. VJ 30.0' The total area of the Surveyed Parcel as described herein contains 358372.9 Q square feet more or less (8.22 Acres more or less). a X090' 2' 3 �0 ' 47' 30" � '° - 602-15'(P) R=25,00' R 25.00 � LEGEND' L 39.36' �� - M 1 _f. _ _ _ _ ---..__ _ \ 90 L=39.1 W � {'" T-24.91' SURVEYOR'S CERTIFICATION: a T 2�.09'�� Sip Seth" Iron Pipe LB 761 �� - - _ �� - - `°' - -- rr� F;-�vrf �� - - - b• , �! +- This is to certify to the herein named firm and/or persons, that in my professional FIP Delta An Iron Pipe N. E. 105th STREET opinion, this map or plat of the herein described property is true and correct as o 0 0 0 0 R Delta Angle recently surveyed and platted under my direction. I further certify that this map or '' 4 2 -5 -5 R Radius T Tangent �'°�U� plat and the survey on which it is based meets the Minimum Technical Standard 0 .° -0 10 .a L Are length I _r�ol_Qb �o1�.tTS � , c.. Requirements, adopted by the Board of Professional Surveyors and Mappers, "p _ pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, ° X a a a F.F.EL Finish Floor Elevation Q �� I CLF Chain Link Fence ) TDI��TS Z0 Florida Administrative Code, under Sections 5J-17.051 and 5J-17.052 and is a CBS Concrete Block Structure �X� �"�) "BOUNDARY SURVEY" as defined in Section 5J-17.d50(10)(b). Z M1 � � I; � A/C Air Conditio er Unit M r, (M) Measured (dimension 6" SEE PLAN l.y � ZONING,ZONED STREET LINES. t'. � (P) Platted Dimension (!Y P) Dated: _ 2I �1 E.R. BRDWNELL& ASSOCIATES, INC. (R) Record Dimension FOR WIDTH RACKS,UNDEf;t�€�Ot1N® ME,,, AND RIGHT OF WAYS, ETC.FROM Cone Concrete ® ©WNERIF'IEDAND01 Q CL Clear -T' ' '�. - •: • 1/2' TOOLED o� �R,Af3CHITECT A±V-1110 � ,� � .�� �' S DH Drill Hole s ' 1/4" 1/4" CuT �o;raT OR BUILDER BEFORE DESIGN OR � S t °' M c0 CB Catch Basin CONSTRUCTION. Thomas Brownell, ecutive Vice President °? �, N O/S Offset f I Professional Land Surveyor#2891 N d O/W Over-head Wires THICK I 00 P.S.I. MIN. '�r State of Florida WM Water Meter CONCRETE ROOM FINISH WITH The survey map and report or the copies thereof are not valid without-the EVEN, DUS SS SURFACE.) Sheet: 1 of 1 LP Light Pole " THICK COMPACTED SUBGRADE signature and the original raised seal of a Florida licensed surveyor and mapper CP Concrete Pole �S% PER A.A.S.H.T.O. T-180) J.N. 32397 MHS Manhole Sanitary pRE-�+o�no rxPAhs►a� JOINT F(LiER Sk. No. MHO Manhole Drainage (RECESS 1/2' FROM SURFACE) .�. C Centerline -NPICAL SIDEWALK D.U.AIL TYPICAL EXPANSIC}N & CONTRACTION JOINT LS NOT TO SCALE