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HomeMy WebLinkAbout2016 - (#52) Commerce Center RevisionREPORT F �9� WWoa a • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC. \ e9CONCRETE U ~ W Lo N \ \� ry10 o`s' ` 5 DRIVEWAY W fl • MASTELLER, MOLER & TA OR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 \ 1655 27TH STREET SUITE Z VERO BEACH, FLORIDA 32960 99 �� F 4 PHONE (772) 564-8050 X (772) 794-0647 . \ \\'�" ti6 o e �' \ \ 6�� \\ \ 0 W 2 C • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE, ORIGINAL RAISED SEAL OF A �+O� 3 \ , 1g� 1, "' o FLORIDA LICENSED SUR VE OR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPOR r" T\ \, ti1' 66 OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF $L �t Q����(Sjy 4 \ ti °� °0 �ti yti �> lb-� e¢¢c, p THE SIGNING PARTY OR PARTIES. �'" �3 L1 tit' tit' �'fl > Z to W : S • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, C�j� �� \ \ \ ry�9 1A,� p' z o AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING 51-17, FLORIDA ADMINISTRATIVE CODE Iw T!� O •4� 1 • 1'n COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF -BOUNDARY CONTROL \ \ �lv� . 5 + 6 SURVEY IS 1 FOOT IN 100b0 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A Zs'' �> 10 1' CLOSED GEOMETRIC FIGUR OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS ` �� s o6 \ 10 REQUIREMENT. \ \ \ 6 �� \'�°> tit o''� 0 tit • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS,VALVES, MAILBOXES, '0'0z,s+ POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF \ 7 \ tip' j' 's s o> o �61° e$ ti6a k OHO , ti1 �1�11 ��o PLUS OR MINUS 0.25 FEET. p,- / / . /*6 'oo �+ �s gbh �1' 709 �> 0� gk d ® 91 VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE /' �> / ,�1° ss5 A3 ti1 h tit tit 1\� tip"Sj TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. \ \ \ �> 1°' �1 {o ti6• //❑o M �,' • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TD AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. 1k9 / �1° 1�1 �1 / o� i 1p 7I" Js ��, P �y. �° eC • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 5-7-16 \ ;:'" fi��ifi / k� k°g2a �� 1blb- -fb lhtiti "� g '. / 1 N SIN THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: \ �+0�}.�" , /'\ r 1 ti ti V o V A) GRID NORTH; \ 6 10 04 B) SOUTHWEST R/W LINE OF JACKSON ST-; �-�h 'Ile' / 0 s� X C) THE BEARING BEING N64 46'48"E. \ ��titi66/�,,op''"+,, y 1 81N �k� 6 '{ �p5+1 te.�° % � 61N • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF —WAY AND OR OWNERSHIP WERE FURNISIfiD I ti h� E / / o` 0 0 \% TO THIS SURVEYOR EXCEPT AS PROVIDED IN TITLE COMMITMENT #5122553 PREPARED BY FIDELITY TITLE _61 INSURANCE COMPANY AND DATED JANUARY 22, 2015.. NO TITLE OPINION IS EXPRESSED OR IMPLIED. \\ / tibry�COL,+ 61" mod'• \\ 1gx �o 11 \ ti� y�° 0 t •� 1g V BIN 61N �• 1R \ \ L l • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, o �, pb k5 ��. ►�'5 6 1 O UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. \ a 1 ��38°�{ �ti� .°j ti� ss �tj� Qom+ ° 2� b��j p�+ °'�/ + 1 k, �` 1"Tj + _ 5 tit \ o • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP \ �,/ / tip° — 1,, -+tio 12061 CO103 H, DATED DECEMBER 47H, 2012. \ \ 1" � ,dot / k +� 661N +� �•� Lat 3 ,�1� 12 \\ � �P / 1� , j tiy" ti yo Q • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. \ �o° / + �6. 4 511. ,T lRC4\\� p\. / w • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE � / s > 1 1 \ STANDARDS OF THE UNITED STATES. P SET sF3�� �6 O�"A N 1011 GM �s 52 1 9 s yo° rye. + ti09h -�� ��1 ��R ro co • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF '1 "=40' OR SMALLER. .PRM P 5 ++� \ \ \ 20 ! 1h "�" / 4 gc g + +� +`� ate` + 22 \ 5 . \ 9oa ti ti1ti1 b9 tik \�1 + / < tip" p /� �►��� o ti -}- ,PAD j Y % 1?h ok 1pp 5'i3'12"E 40.00 Y� y 1 a �`� + 51N - 1 P p ti +4-�J � Y ,► ti 1- 19 L 3 etland 33 O i-: N 131N 151Nh 151N 18tN �sr \\\ k� ¢ k tl W Wetland \\ � Q e R Ll ?, k 5 Wetland 31 ^ 30 i'O � 2 d 2k a a `ti�9 k . 20 15 1 h + SET 3 d a 5 r 1 IN 9 9 \ 1�6 "PRM S 5243 0' �et�a • V fed°rd: �eti�°° �e`� ° 151N 0 + �k y +`1 �. 'L ` \� L1 ,�1 • �191 \ O O 1 \� 9 1 Ty 9' � lil (n + '� 1�. ti �^ 9 d 29 ?o Wetland 21 a� I Y 3 �\ + \ k �Je1°^ Wetland 28 6 / ° 0 151I�� + V Orj 1 °h �O \ �°',,, and 36 19'. 16, 10 d\°� i 'lp Qte + ? 19v ( iN 72 A a 3 w W&Hand 3 L\ s w t "\ 06 1`� CM S T Z �e �64 46 W 44.77 wet nd 19 e 66 4 "PRM PLS 43" 5 W 18 5fO 1217 �- •`. C\ \ 1 % Wetlan 18 A Y `t LEGAL DESCRIPTION I BEGINNING AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 9, ACCORDING TO THE AMENDED -�+ �gi�'9f-\ ,e� tig 8 ti 00 PLAT OF OCEAN BREEZE HEIGHTS, AS RECORDED IN PLAT BOOK 2, PAGE 7 OF THE PUBLIC ? -9 \ 6. wETLANDs Well 17 tit 0 r 1DE TIFIED BY OTHERS �• 1 IN , �� RECORDS OF INDIAN RIVER COUNTY, FLORIDA, THENCE N52"j212 W ALONG THE NORTHEAST \ -} -0 �3� j 12 16 1 �- 2 , ,N ti 6�•q6 "5r28• o .� Z� RIGHT—OF—WAY LINE OF PALM AVENUE, A DISTANCE OF 699.93 FEET TO THE CENTERLINE \ ?' .� , o2O O.c� N ¢ OF ABANDONED JACKSON STREET (11 TH AVENUE PER PLAT) AS RECORDED IN OFFICIAL ,,R pA 9166 -f� ' 0 " �6 CM SET ^ h RECORDS BOOK 1840, PAGE 180, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; �° \ �'�, 15 '� tikg "PRM pLS 5243" THENCE N64W 48 "E ALONG SAID CENTERLINE, A DISTANCE OF 220. 76 FEET; THENCE S25'13'12"E, A DISTANCE OF 40.00 FEET TO THE SOUTHWEST RIGHT—OF—WAY LINE OF SAID +, JACKSON STREET; THENCE N64-46-48"E ALONG THE SAID SOUTHWEST RIGHT—OF—WAY LINE Z V OF JACKSON STREET A DISTANCE OF 436.00 FEET TO AN INTERSECTION WITH THE \ >s + > 13 14 , q8+� WESTERLY RIGHT OF WAY LINE OF U.S HIGHWAY NUMBER 1; THENCE S36040 44 E ALONG SAID WESTERLY RIGHT OF WAY LINE A DISTANCE OF 336.71 FEET TO AN INTERSECTION WITH '9 ,h' 1� N tl d BIN THE NORTHERLY LINE OF SAID BLOCK 9, THENCE S6404648"W ALONG THE SAID + NORTHERLY LINE A DISTANCE OF 152.90 FEET TO AN INTERSECTION WITH THE EASTERLY + ,16 �k� h6 ti6 \ 0 LINE OF LOT 2 OF SAID BLOCK 9, THENCE S25'13'12"E ALONG THE SAID EASTERLY LINE A �o� - 1y6 °° o 00 sett°^° 4 + 121N >12 N 18IN NtT \ DISTANCE OF 125.00 FEET TO THE SOUTHERLY LINE OF SAID LOT 2; THENCE S64.46 48 W + /�'" 11. !' 121N 61N 6161 •o o Cr) ALONG SAID SOUTH LINE A DISTANCE OF 10..00 FEET TO AN INTERSECTION WITH THE 12IN o_ \ • ALONG SAID EASTERLY 'sue � �' 16a � ���I- °^ �3 3 ti$, � ~ � .� o � .. EASTERLY LINE OF LOT 12 OF SAID BLOCK 9, THENCE S25.1312 E AL �+ LINE A DISTANCE OF 125.00 FEET TO THE SOUTHERLY LINE OF SAID BLOCK 9; THENCE h sett 121N 121N \ � p m x t S64046'48"W ALONG SAID SOUTHERLY LINE A DISTANCE OF 145.95 FEET TO THE POINT OF 1 +4 12�66 � S gr \ L BEGINNING QE 6 -h ,g e��o^ 'Z + / . RM Pis 52 \ N o SAID PARCEL CONTAINING 266, 099.0 SQUARE FEET OR 6.11 ACRES, MORE OR LESSg �s �°' �' 61N • P \ �y � T 5 IN *4 61N 1 Z� O r^ +~ 3 µ N "T vl u� oc cp+ • 15 V ABBREVIATIONS AND SYMBOLS / G) N • , J a+9 �SG a t _oyj LB LICENSED BUSINESSlopa �jcu NO. NUMBER OAK (S SANITARY MANHOLE �— SIGN �l �' s `` 993' 1 + ` \ Y � / 14 A 1` R/W RIGHT OF WAY `�. `'� ` % �` �' so 1k• � O a CM 4X4 CONCRETE MONUMENT PINE OD DRAINAGE MANHOLE ti UGHT POLE I' \ �V P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT ` `9k�> �� ti`, J. M d7 PAPER x c% 13 \ LQ� c� m FD. FOUND PALM ® WELL 0. AIL E BOX \ O.R.B. OFFICIAL RECORD BOOK wetlands PERMANENT REFERENCE MONUMENT RANT COWVWICATIONS BOX jl P.R.M. Hl� O� �,?s 8 - 1q. �e� N AA ri P.C.P. PERMANENT CONTROL POINT SHRUB wV O CABLE TV BOX ?'��. e6 +•3, + +; �03 's 12 � .�+�� '�jlj��t �� / BM BENCHMARK MAPLE Da WATER VALVE O,p\ F.F. FINISH FLOOR `fj L'> Y ELEV. ELEVATION •� WATER METER `� POY POCE �. '� '� )- + 0 + R RADIUS __0A CITRUS ° ELECTRIC BOX CERTIFIED TO - •Q Q IL DELTA CLEANOUT �'�`C'S']' + + 11 ry l ol l` UNDMROUND UTILITIES SIGN �, O �h + ® 1) PREFERRED DEVELOPMENT SERVICES, LLC ''8c `� 9 L LENGTH ELM CATCH BASIN ��� I.D. IDENTIFICATION 'Qq + 9 / MONITJRNG WELL 2) KEEN ENGINEERING INC. /� "9}- 1 + �° n kry / SEC. SECTION © CURB INLET �L �1 t1e ^ $ 3 TWP. TOWNSHIP MISC. TREE RUV sv SANIT�471' VALVE 3) FIDELITY NATIONAL TITLE INSURANCE COMPANY 9J- >° + wetlond s CM521, Qj� / DATE RGE. RANGE REUSE WATER VALVE >6 -'I-� 10 RM 1` 01/28/2016 CH. CHORD BLOW —OFF IRv C CHB. CHORD BEARING IRRIGATION VALVE TQ TELEF-ORT MANHOLE �,�� O� + (C) CALCULATED SALE � O PULL BOX ,�ti •A � ,. 1 " ,� / 1"=40' © 0 POST iWO OR STEEL E } ti 9 (M) MEASURED ® YARD DRAIN -� - •�r +q.8 SHEET N0. (P) PLAT PROPOSED DRAINAGE CO�IMTE' POWER POLE + + 6� GV Wetland 5 o (D) DEED GAS VALVE IR 1/2" IRON ROD SEPTIC TANK F►RE DEPARTMENT BENCHMARK NOTE.' + '> " 1 of 2 SEPTIC TANK �• CONNECTION TRANSORIVER PAD '9 's °�a ?o � � .Y. ,�" ,lei` •s boa FILE NO. IRC 1/2" IRON ROD AND CAP ® THEELEV4TIONSASSHOWNONTHISSURVEV,4REBASEDONTHENORTHAMERICAN + Sst A3 1 ' / 6251-plat 3� STOP LIGHT BACK FLOW PREVENTER VERTIC4L D,4TUMOF1988. THEPRIM,4RYBENCH4f,4RX UTILIZED FOR THISSURVEYIS GM 5Z 9' ~� 9, POII I O� DRAWN BY IP 3/4" IRON PIPE P1. EP EDGE OF PAVEMENT "� REUSE WATER METER "i� S'", LER HEAD '8 •PRM + 3 ` P.R.D. PLANNED RESIDENTIAL DEVELOPMENT USC& GSMONUMENTZ--200, ELEV,4TION21.SS' SITE BENCHM,4RXS,4REASSHOWN. ''� etland �y DMT N.D. NAIL &DISK CONC�IE SURFACE A/C AIR CONDITIONING PAD ® TILE SURFACE M NT PAD o� o ti � BEGINNING ��°� � � F J APPROVED BY PIE SWIMMING POOL EQUIP E z o P.L.S. PROFESSIONAL LICENSED SURVEYOR BRICKPAVER SURFACE I1 P.S.M. PROFESSIONAL SURVEYOR & MAPPER ,9k.�Pfio'a,_ + ` / /- _ ._ C°,,, c�`_;`,��1_�� DM R.L.S. REGISTERED LAND SURVEYOR �;:,,-•; y,.., DRAWING NAME 6251— lat.dw Ii REPORT OF SURVEY ti69� a W o a • TYPE OF SURVEY.• BOUNDARY & TOPOGRAPHIC. �10° eb CONCRETE 0 DRIVEWAY / R. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 ti + 1655 27TH STREET, SUITE Z VERO BEACH, FLORIDA 32960 �1' \ 09 tie' p ►-c i- PHONE (772) 564-8050 FAX (772) 794-0647 ti6$� tie \ �e a z o • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A � OG 3 ry1A 1�1 e �° tie e ozay FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT ti 16 ti0� / <to Q OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF aL�*S ��1�ti`°' �19 ���, tit' 6 �o ►- Y� 101'1'1.y�' >tip• � � W � S THE SIGNING PARTY OR PARTIES. 4 , ti ti ti i / • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, �VQ AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS � � 4ji� � 5 + `N rn COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL + SURVEY IS 1 FOOT IN 10000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A p �� 1ti6 1' CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR :EXCEED THIS j 6 6 \ ryti9� REQUIREMENT. 6 /�`�� �1° ^,t,�1. 1 • HORIZONTAL FEATURE ACCURACY:TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, `'sue $ �� 2,'�* \ yy+ h POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF 7 _a 61°' .1�� 11ti1�11 Leo IV 1 PLUS OR MINUS 0.25 FEET. / +o 26�9 • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE 2 co 55521�h TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. $ 11q / 1e1//p�%.5 ti 1*g yeti yC, `` 10* A. • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO �9 1a, AA A1� // /$� fi i // gel 7�N �, �� AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. �� + \ tit s� y\'o �tdad + y ` 6 e Jm 121Ne� ti9' • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 5-7-16gk� y51q} y,+ 1agib � �► �� �1� ��19,�ti O • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: 9 ;`: y fi��tI11Y� , low arN SIN + y�1-�, tie +� 1 �0� c,' (� 3 ,L1 y1- • 101Naa A) GRID NORTH; 10 ,yhb / s� f.i �+� �, }J �y �� a000 + 9 e 7W B) SOUTHWEST R/W LINE OF JACKSON ST.; o / •( AV + / �j �,�� 1h �� '. �e C1 THE BEARING BEING N6446'48"E. y° ryg. + 66 ,,�R�I 1 l� 6 °ry �\\, +�+D, 61N121NSIN+h + y ` e eet« y � • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED I h \ p \� ti / o 61N ae 01 s TO THIS SURVEYOR EXCEPT AS PROVIDED IN TITLE COMMITMENT #5122553 PREPARED BY FIDELITY TITLE �\\ / • ti9 j + Ac +g y� \\ tie INSURANCE COMPANY AND DATED JANUARY 22, 2015.. NO TITLE OPINION IS EXPRESSED OR IMPLIED. �� y / tib *� sw + a'• 116��+ \� �,� �\ 1.qx 90 1 �gti �g1° Deb t �• ' g1g Y�81N WIN s s �� �11° \ • l +`l • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, �� N�,P �o �p ti / e5 9 S$ ; , + 0-,:�o�43 �\\� �UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. 1 a sg1`�e} ti ti . j / s +,y0� � f • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE " X" PER FLOOD INSURANCE RATE MAP 2 + + ti ,.Jye rj o 12061 CO103 H, DATED DECEMBER 4TH, 2012. �g. gg t +� s,N ti $� e1 1, .;o 0 W 12 g + �� �ryg �� P % 5� srN 14 +ti go• pe �+ g ti \\ ,�e / Q / ti + h} �T IRC \\ / a • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. tie o % / +� tib. 1 +y, �,.� \ / + co 5E 5Z43 �� o g/ + Zh LB�4644 • \\\\ g tie° � • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE / p1,5 + + +, , \� �9. \ a r9 STANDARDS OF THE UNITED STATES. •pRM Ogg N row ��'t p $ ,F3* 6 A torN god °? tiob tit 11e \� \ m r a c P�,S 52 1 + gpp +1e + +g e° y ��9y + + 1 • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 =40 OR SMALLER. + + }+ v1-10 ti� � ti + 2 ��0 y age, ' ek O \ e �1. `Lh 20.C> L1h �1 tiy9 h 19 + \ �1-OO \\ 10 19�e1ge +titi • � 08,►� �, � � �pti 5 +ry � + + + 1,• + C� 8 .q1 + 1p �, + p & GK 5 �9. +ry 1I- +ti�' N6A moo. 1, �6 ° �e. �0 - S25413'12"E 40.00' + 1 +1 +1g. +g0 5IN +e°� + PpR��O g p tit �k 110 �e�° �ryg 33 Y� cv 181N t31N +� ,151N a ,\F 181N 29 +� + O 34 Wetland O �•gY cv 151Nk \ Ng k •00. - - WetlandWetlond 32 - oY �V ,fig _ 9 31 A ryp. ry06 ?, SET \ yy p� �/ yyetlond 31 nd 3p g 6 5 d �� oPd ° 151N 1� p 1? G o o Oh qZ +16 "PRM P S 5243 ° �ettond �� Wedo �(j'�� etlo J �e on lei\ ; p tik 1 • fie. +`L `S ryN S 1 �1. 1 1 \ e Y v 1 i1 3 �i` 151N + h `b \t A `L 9 \ O Q Z + + e: 1, + �� d o Wetlond 21 a ti + Wetland 28 6 c� .a, �� 1511��- •`� SI � + o ,9. ` CJ� Aland 36 �p � ry1 od � `L° �e + ? J f P�jG �+1ui�a erm +11 1e Q 3 � ' + + d tto �r INw2a.n O W o and 37 �oo�ye \� 6\`� p "� 5 fl 29 .: CM SET W Z �/ �+ y �e` S64"46'48"W 44.77' e tie eel 04 "PRM PLS 5243" s o 1. ✓ Wetland 19 + tie ro od W 29.03 o EM I be O ro +`y6 iN 2 s 1e' •� %� 1 r�0 e 121N T 09 LEGAL DESCRIPTION — PROPOSED LOT 1 c �� + 6 Wetland 18 + 1 11' I +1 COMMENCING AT THE SOUTHWEST CORNER OF LOT 16, BLOCK 9, ACCORDING TO THE ++ �y��y�-� 1e1 I ti� 1,�- + tiey '8s ti91� ti9� p6 AMENDED PLAT OF OCEAN BREEZE HEIGHTS, AS RECORDED IN PLAT BOOK 2, PAGE 7 OF `�, �-y e° + Wetland 17 ti 9` ti9 y WETLANDS taw + �C'28.87 p� - /Z THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE NORTH 64.4648" EAST \ 4- 16h IDENTIFIED BY OTHERS 2� �y1 121N 1orN ti69 k•28.a�° 9` ALONG THE NORTHERLY RIGHT OF WAY LINE OF DAVOS STREET, A DISTANCE OF 245.95 FEET �?� `��� + + 121N 18IN N6 Q TO THE EASTERLY LINE OF LOT 14 OF SAID BLOCK 6• THENCE NORTH 25'13'12" WEST �A 9'66 e ' 0 ALONG SAID EASTERLY LINE, A DISTANCE OF 125.00 FEET TO THE POINT OF BEGINNING; �o '� \ ljr +11 �°9 c� "PRM PLS 5243" `"'"'"emu'` ' %, \ THENCE SOUTH 64'4648" WEST, A DISTANCE OF 169 23 FEET; THENCE NORTH 25'13'12" `+ "�+ nand rs { WEST, A DISTANCE OF 315.00 FEET, THENCE SOUTH 64.4648" WEST, A DISTANCE OF 44.77 + s��� Leo FEET; THENCE NORTH 25'13'12" WEST, A DISTANCE F 140.00 FEET TO THE SOUTHERLY \ } 2k h9 RIGHT OF WAY LINE OF JACKSON STREET; THENCE NORTH 64.46'45" EAST ALONG SAID s �' s s + , AS 4ti cr = v� SOUTHERLY LINE, A DISTANCE OF 300.00 FEET TO 7HE WESTERLY RIGHT OF WAY LINE OF r j, THENCE. SOUTH 36.40'44" EAST ALONG SAID WESTERLY RIGHT OF WAY 9� � N � .�, Wetland 15 1 e U.S HIGHWAY N0. 1; �y A DISTANCE OF 336.71 FEET TO AN INTERSEC710N WITH THE SOUTHERLY LINE OF + g law LINE, ABANDONED MADISON STREET, THENCE SOUTH 64.46,48" WEST ALONG SAID SOUTHERLY �o + o + +� tihb ti6 > "' o 0 Wetlon 12IN 121N 18IN N ~ U LINE, A DISTANCE OF 152.90 FEET TO THE EASTERLY LINE OF LOT 12 OF SAID BLOCK 9; `+ �y. ���j THENCE SOUTH 25'13'12" EAST ALONG SAID EASTERLY LINE, A DISTANCE OF 125.00 FEET + 11� $ +�1: 12N sw s IN o TO THE POINT OF BEGINNING 1e� 12IN tco 1be \ leg + ,� tto�d co ' � �y o CONTAINING 122,685.35 SQUARE FEET OR 2.8165 ACRES, MORE OR LESS + q�� ` + �: 11h We g° 121N 12W / co O m x t Ay QL15 y���^ o 1g. oN � �gl� s 19 We n 61O f •PRM �1 bn N, ern ` oY ; + 61N 61N 100 ?, O vl to w N \ m� s�f�. 1 • ..�- N and >> h ky� � '�� r - ,; �' � G� 19h ABBREVIATIONS AND SYMBOLS �,10 Or + c P�5 5Z�� 15 /' �° ' { �s O + Wetlond %g .23 rPRM cy o LB LICENSED BUSINESS �- �J �e s .9�• 1e1 �e. 1 NO. NUMBER OAK QS SANITARY MANHOLE SIGN / + .� SEA 14 R/W RIGHT OF WAY /cP CM 4X4 CONCRETE MONUMENT PINE OO DRAINAGE MANHOLE LIGHT POLE.�� P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT ,�' 1 + +FD. FOUND 18 +ry1. Ns Ora O•Gt �� / .. D.R.B. OFFICIAL RECORD BOOK PAL 0 WELL ® MAIL OR PAPER BOX - Sj p Wetland 9 > 13 •(1� f� P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT COMMUNICATIONS BOX + SHRUB OO �s ?SS, ,9' + NtT jl A n P.C.P. PERMANENT CONTROL POINT wv CABLE N BOX/ s e + ; , + + �o V F� ti m + �� BM BENCHMARK a MAP E Da WATER VALVE F �F 1e. s 0- [ r'o c, �O � 4Q�j� / F.F. FINISH FLOOR ��. '�} O� ��� + 1 I we`� ma's° WATER METER POWER POLE �/' J J, J- + f Nana, ELEV. ELEVATION O J a ti ryko i R RADIUS CITR S ��° ELECTRIC Box CERTIFIED TO AL DELTA O CLEANOUT t� + L LENGTH ELM- UNDERGROUND UTILITIES SIGN �,.C, O� �, ,�h + e ( + / (gO El CATCH BASIN 1) PREFERRED DEVELOPMENT SERVICES, LLC 'A �y e. a / I.D. IDENTIFICATION MONITORING WELL 2 KEEN ENGINEERING INC. '9/ '9}- 1 + + d 1 ti Y SEC. SECTION ® CURB INLET ® ) :�y 1 ettoo 1e / TWP. TOWNSHIP MISC. TREE sv 3) FIDELITY NATIONAL TITLE INSURANCE COMPANY 9j. 1 wetmnd 6 co 5152�3 �L%�" �j� / DATE ltuv RGE. RANGE H SANITARY VALVE ,� s-� �l RM P�,S REUSE WATER VALVE 0112812016 CH. CHORD BLOW -OFF �� + 9 $ $� CHB. CHORD BEARING 1N IRRIGATION VALVE TQ TELEPHONE MANHOLE �,`0 0A� / 1�. ��,A SCALE " , (C) CALCULATED PULL BOX (M) MEASURED ® YARD DRAIN ® POST WOOD OR STEEL / 1 =40 cv ' ��� +1�� / SHEET NO. (P) PLAT GAS VALVE PROPOSED DRAINAGE F CONCRETE POWER POLE + + Welland 5 �6A0 2 OF 2 (D) DEED111 SEPTIC TANK FIRE DEPARTMENT BENCHMARK NOTE.' ' �� �9 d IR 1/2" IRON ROD CONNECTION TRANSFORMER PAD '�s{ �" `� e? o r �e��a� s gyp° FILE NO. IRC 1 2" IRON ROD AND CAP ® SEPTIC TANK �, SO 4 1 , / � STOP LIGHT BACK FLOW PREVE74TER SO ONTHENORTHAMERIC,4N `+ M 5 52 19. tie �� P01N 0� / / 6251-plat IP 3/4" IRON PIPE VERTIC,4L D,4TUYIOFJ988. THEPRIMARYBENCHMARIC UTILIZED FOR THISSURVEYIS P� e EP EDGE OF PAVEMENT e"* REUSE WATER METER "1► SPRINKLER HEAD �s •pR + DRAWN BY P.R.D. PLANNED RESIDENTIAL DEVELOPMENT O USC& GSMONUMENTZ-200, ELEV,4TION21.8S: SITEBENCHMARKSAREASSHOIYN. �o '.�- efio, etlond 3 DMT N.D. NAIL & DISK TILE SURFACE CONCRETE SURFACE ° o BEGINNING A/C AIR CONDITIONING PAD PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR BRICK PAVER SURFACE ���Pa D +� \ APPROVED BY P.S.M. PROFESSIONAL SURVEYOR & MAPPER `°' nna' DMT R.L.S. REGISTERED LAND SURVEYOR \ \ DRAWING NAME 6251- Iat.dw