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' N � � � .. � �Q� �� -� .. , . � �� a � �� c, �; , � q �� aQ��Z �� , ., , � � � � �� .� � , • � �a , � m� . .� . 9 .1 � �n.. 2 �j � � YI.� O � � � � ^ N ^ N 7s s � , , � � ♦ -7 ... ,� . � � � ,�� e �..� �� x � �8 � � . �� . � .�� 4 � � . _ •'°. 1 ! �-�i�� y w w � � � � � . � - } `� iE1'��i ��i� � �� ' ; � ��— -- - - � ��.. � b ,�li �� • � , , , � �� ►� �� +�� > � � � �� ; . � ¢ � M �� _ �� ar� ,� � t� � ,. :��,,. � �� = n��d� N � ..� .. �i F k i ��y� �� 1��y � �� sN � � � � � . : � N a t �h � � � . • � y > ; �t •.b� � � �� C i -� �.� �� C �.* . b � � � � � � ��g � � �� ,� �� _ ' `� ., �> � t � .. , � � � s �- ' �� N � � a / �y�� p � � � � �� ryy �I> �� • � � � � � �� ;��'.� ��11 �SO � � � ` ' . � ' , ��7� �� •, � e , • �:t'��.' ' � ' � � . i , , � � . .�y' .t.. � � ,� • S ' ' , �' ..", • � � �, . ��i; �� ' ��;+�'.�� '1 i .1�i•• 1 � . . , � ; � ; �, � �'�'� � N �;� '' ' . ' . , ' , '� � y� �� i ' � � � �.. .,} ` . . • � • �., 4 � . , � • � ' � � � � � .• � , � . . : � � • , �, a �. ' '�.. . . . ' � • � �i ! �~ • .' 'r ~ I r� .S+ . a � pM .;. .�. ' •- . � . ' . � �� :1 ~ . ; � . � � � �� • • �; , . • . � r+•� . ' ...� '• • � . . d� � •� ��;�.r' : �a�� .� , . '�= Q;i' .. � � - � . ' . '�>>} :�..'''' i .i;.�� (��•,�+�;. r � �i;•,,..�,�: . . � , , . . . • . . - , ' • I Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. F COffIN A NsLEAN ASSOC., CERTIFIED TO THE FOLLOWING ONLY. SURVEY DESCRIPTION NEST Professional Land Surveying A parcel of land being a portion of Lot 26 and Lot 25, as shown on 3701 Commercial Way the plat of Silver Oaks Phase One, as recorded in Plat Book 26, Pages 46 through 49 inclusive, of the Public Records of Pasco P.O. Box 5145 ALEXANDER CUSTOM HOMES County, Florida, said parcel being more particularly described as I 20 10 0 20 Spring Hill, FL 3461 DESCRIPTION:1-0145 follows: Begin at an intersection of the Westerly line of said Lot 26, also being the Easterly line of said Lot 25 with the (352) 683-5993 FAX = (352) 603-9156 Southeasterly right-of-way line of Silver Oaks Drive, in (a 60 foot Party Chiet. J. COFFIN W.O. 96-899 SEE SURVEY ©ESCR/PT/ON right-of-way as shown on the said plat of Silver Oaks, Phase One) ; SCALE: 1"= 20'"= 20' thence Northeasterly along last said line and around the arc of a Drawn Br L. 70BF r IDAIt OF MAP: 9-/3-96 curve concave Southeasterly, having a radius of 270.0 feet, an arc checked By. J COFFINF•B• 275 P$. 7-8 SECTION: 4 TOWNSHIP: 26 S. RANGE: 2/ E distance of 24.03 feet, said arc being subtended by a chord bearing and distance of North 750 04' 38" East, 24.02 feet; thence South MAP , / �/ 120 22' 24" East, 130.00 feet to an intersection with the /V(A/- OF SURVEY — BOUNDARY SURVEY - �L '�'E T � Southeasterly line of said Lot 26, thence Southwesterly along last said line and the Southeasterly line of said Lot 25, along and S !^` J M T r d crc't2 ot� c � CeV�lTYil L� � r'�PT*+ �r* around the arc of a curve concave Southeasterly, having a radius of 140.00 feet, an arc distance of 59.67 feet, said arc being ` subtended by a chord bearing and distance of South 65° 25' 01" West, 59.22 feet; thence North 36° 47' 35" West, 130.00 feet to an fintersection with said Southeasterly right-of-way line of Silver Oaks Drive; thence Northeasterly along last said line and around the arc of a curve concave Southeasterly, having a radius of 270.00 feet, an arc distance of 91.05 feet, said arc being subtended by a chord bearing and distance of North 62° 52' 03" East, 90.62 feet to the POINT OF BEGINNING. i \ Subject to a 15 foot landscape and utility easement over and across 1$' « ' E the Southeasterly 15 feet of the above described parcel of land. te1 SURVEYORS NOTES ; , 1. Survey based on the description furnished by the client and without benefit of a title search. PorLTtO�y of 2. Bearings shown hereon are assumed by this Surveyor and Mapper I in accordance with the Record Plat or Deed and the location of LT the line used for the " BASIS FOR BEARINGS is depicted by '• 4YI, C- D next to the bearing. 3. Underground utilities and improvements not located or shown. �� Q oJ / p�r�rlo4t F ! 4. There are no visible encroachments unless shown hereon. a ti 0 LoT 5. The ownership of fences if any, which exist on or near property >_o� �4 is not known by this and Mapper. lines Surveyor n: 6. Fences located near property lines are not to scale. The ! eJ, I distances shown as ties to said fences are correct. —/ I 7. The distances shown hereon as ties to existing occupation are rIit(� y J, at right angles to subject property line. -_ S. Gutters, overhangs, undergroundfoundations and irrigation ABBREVIATIONS LEGEND systems not located unless shown hereon. I 1 ;.� (�� 9. The property shown hereon my be subject to the Rules, AC Air Conditioner } Regulations, Ordinances and/or Jurisdictions of Local, State BM Benchmark ' r and/or Federal Agencies. The requirements of said Rules, . C Calculated from field (13 Regulations,Regulations, Ordinances and/or the limits of said Jurisdictions measurements are not shown hereon, unless stated otherwise. C-1 Curve 1 CB Catch Basin ' J �ovrlo� 10. Prior to construction and/or reliance on Flood Zone Note, the CBS Concrete Block Structure CE�3z N ' j Cr a o� County Building Department should be contacted for verification CH covered Entry H hard Bearing and 0 0 y I ! c7 of of Flood Zone. Distance N N I ! ae 11. All easements shown hereon are for drainage and/or utilities CM Concrete Monument CMP orrigated Metal Pipe unless shown otherwise. I CR DeltayoroCentral Angle .; 12- Transportation t-- restrictions and easements of Recordnot of Record The property. shown hereon is subject to Reservations, oe . and ORA DDOT rainage W Drainage Right-of-way D Drai age EL Elevation FF FloorHydr --- Fire Field Measurement F � as reme FM , e e u A �,�`�,, LBI Land surveyor Business _ P Light Pole " '1� �� = �� I �$ u«zz LS and Sureyor Mitered End ection C. 133 - -�. \ SMan Hole + qua MH L ore or Less MP Meter Pole � MSL Mean Sea Level et i s Vertical i s Datum ,- VD National G od � al � NTS Not to Scale �' 6 �� , < a_ Wire `J OE Overhead iil ecOr W Official Record rTTWV verhead TelephoneWire z Overhead Television Wire SYMBOLS PB Plat Book % PCP Point of Curvature ur Centerline 000.00' - Existing Elevation �J — �` 4m _._ _-- � �.,, Permanent- oontro Point 0' - Degrees 100.00 - Proposed Elevation PK Point e of Intersection Nail ,� PK Parker Pole Nail 0' - Minutes --.1 - Surface Flog O `��'� PP Power Pole - PPF Poi nnto PofpReverseeCurve Op' - Seconds Basis For Bearings S I L_�/E� Opts X12-t�1E- PRM Permanent Reference Monument PS Power Stub PT Point of Tangency R Record Plat or Deed CuQ i t . GUQSE c_ Gv - rte t W,- c��E- c�rz�a t C.>_°' 2s uz>> cutz rs✓ l�s� Ct_o-1- zs cam-' ) ' A Ig tom' I I o = � 2F 2 z��s3' z� ' RCP Reinforced Concrete Pipe RES Residence 2t' = 21o,c�' rz�w = 3�0. zaa = .o ` ego- 21� c es= 140.Ey Road YA D, Q,T -_ 5, oS' - ��.-= tz, a, Ac- 'Z- ' 08 c -= t22-oQ' a2C-- �3.zt� SR State STY Story 2A . 02_' C--4 - acs t2L 1g (> H ) c-u _ z !> L2 Z-la.' 1 CJ - 1 c--u_ \2o. 2- C - T Telephone Box J -i ' >" - ti P2 ' 2 o E. c.J "' a .6, U L , oc, ,\" a CP - \.0 Lsz; s sF TBM Temporary Benchmark TV Television WM Water Meter Cu` , __ CU --)>- C- C-UQ-'f Cue.-Je_ ae J2-Ic/ 133 Cu -r- 'P> CL.>� 180 Cyr 2t.� C->`) WO Work Order = tam t� �.. A WV Water Valve t4o.o taw = ioo.00 PAD = c�o. < ' non= 2 to.o 40.00 O>3.20' b2o - �.Z� , C_-- A2- THIS CERTIFIES THAT A SURVEY OF THE PROPERTY DESCRIBED CONTROL & CORNER LEGEND c-" z > ' /Iz) Cu = t�E. �g L .18'L -'1) (�> ")L" —) C - L2-> _ S1 L- 4Q Q> HEREON WAS MADE UNDER MY SUPERVISION AND THAT THE S cos- 2�' 0i `' w C �> f.7 F34 ?' ��" E CFI✓17 1J 19' 5 E— Li ' i.l 4.4 12' 23"w <_�) S �,� "v/«� S 8 2A' 3e Ott L2- SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH • Found iron Rod ■ Found C.M. S (,,'C5 2A 4o w >re�� A Found iron Rod A Found BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS O Set 1/2' Iron Rod tB/ 5232 ❑ Set 4' x 4' C.M. LBI 5232 A K C IN CHAPTER 61017 - 6 FLORIDA ADMINISTRATIVE 0 Found Iron Pipe a Set Not & Disk L'J.AV v ; ._, 1 `"; s..: 2 $' - 2�o.oa� CODE, PURSUANT 472.027, FLORIDAlevations Show Refer to: 0 NCVD or 5 Assumed Datum TO SECTION ORIDA STATUTES " � ' `—'1T �``` ' Aec ttc, AND, THAT THE MAP HEREON IS A TRUE AND ACCURATE 14.°'' REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE LEGEND; A complete list of abbreviations used k n this Al (O 24' t E CL > AND BELIEF. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. survey mop and Surveyor's notes ore shown on the back of this page.. flood Plane Cthe F i.ion: REVISIONS DATE According to (he F.1.R.M: ' -----�•- Mop. Community Panel JAMES W. COFFIN, tZOE'o-c4s$Doted: 9-$0'( PROFESSIONAL SURVEYOR AND MAPPER The property appears to be Florida Reglsiratlon # 3882 DATE OF Flood Zones X ,and the Base Flood Elevation is Coffin & McLean Associates, Inc. LB #5232 LAST FIELD WORK _' NGW U1gESS-1f REARS III[ Str.NA IURf +VIO ltlf oRtcuNAt RAISED SEAL Or A riORMA tictNSEu SU"VEYOn MW uAPrER. H*S v4 a i$C• SRE101. PLAT, OR_MAP IS DISK B-38 FOR WrORMAADNAE PIAIPOSES OMIT AND IS Not vALID. - - - i N id __ \.1 l 1 cY CA.G. 9q____ I - - / __ 1 / N : i: i; Ii 1 � i 1 1 • � i I j CNAME _ EQUIPMENT: f' ?r��l i ,nc SQ. FEET LIVING AREA: !f?f J, S 'n `.' � . ��,, Heating & Air Conditioning, Inc.. LOT # BLOCK # UNIT#: COND. MODEL: _ f SUP: % ` R/A: 3 8423 New York Ave. �z PLAN#: /OOH' DATE: .�2 J96' 9 Hudson, Florida 34667 STREET A/H MODEL: CITY: COND. MODEL: DESIGNED BY: (813) 863-1862 • (904) 683-1676 1-800-635-4861 SUBDIVISION: �- A/H MODEL: _ DESIGNED FOR: / C_X AgJrM _o1 a7 Page is too large to OCR.