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� <br /> ' SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E. <br />' PY-07"P1-Ai�1 NOT A BOUNDARY SURVEY <br /> LOT 36 BEARING BASIS: <br /> H I D D EN R IVER P HAS E 0 N E A NORTH BOUNDARY OF SUBJECT PIAT BEING S 89'40'43" E <br /> PASCO COUNTY, FLORIDA. �T THIS SURVEY IS SUBJECT TO ANY FACTS THAT <br /> j� MAY BE DISCLOSED BY A FULL AND ACCURATE <br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS TITLE SEARCH. ALSO SUBJECT TO SETBACKS, <br /> THIS PLAN IS FOR PERMITIING PURPOSES LOT = 6600.06 SQ. FT. EASEMENTS AND RESTRICTIONS OF RECORD. <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = 1779 SQ. F.T. o <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY - 26 SQ, �, M UNDERGROUND FOOTER, STEM WALL, AND <br /> �� UNDERGROUND UTILITIES ARE NOT LOCATED OR <br /> GARAGE = 406 SQ. FT. SHOWN. <br /> LEGEND' COVERED LANAI = N/A SQ. FT. � <br /> �-�= PROPOSED DRAINAGE FLOW PATIO = 23 SQ. FT. w DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />� (00.00) = PROPOSED GRADE CONC. DRIVE =360 SQ. FT. � NOTES TAKE PREFERENCE_ <br />' E-00.00 = EXISTING GRADE A/C & CONC PAD = 18 SQ. FL � <br />� PRIVATE SIDEWALK = 31 SQ. FT. DESCRIPTION NOT CONTAINING PLAT BOOK AND <br /> IMPERVIOUS = 40 % PRELIMINARYCASTAGE AND IS�UBJ CT ITO <br /> IdOTES: —�2s4s sq. Fr. <br /> LOT GRADING TYPE = A SOD = 3957 SQ. FT. CHANGE AND/OR REVISION. <br /> PROPOSED PAD ELEVATION = N/A CERTAIN DATA SHOWN HEREON BASED ON <br /> FRONT SETBACK = 20' OFF LOT AREA CALGULATIONS ENGINEERING PLANS PROVIDED BY CLIENT_ <br /> SIDE SETBACK = 10' RIGHT OF WAY = 720.00 SQ. FT. <br /> REAR SETBACK = 10' DRIVE APRON = 144 SQ. FT. STRUCTURE TIES SHOWN HEREON DENOTES <br /> PUBLIC SIDEWALK = 240 SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION <br />' ' SOD =__336 SQ. FT. TO PROPERTY LINE. I <br /> TOTALS * = 10' DRAINAGE/UTILITY EASEMENT <br /> AREA = 7320.06 SQ. FT. <br /> DRIVEWAY =504 SQ. FT. <br /> SIDEWALK = 277 SQ. FT. <br /> SOD = 4293 SQ. FT. - <br /> TR,4CT "I" I � <br /> BUFFER/DRAINAGE & <br /> (ANDSCAPE EASEMENT LOT 35 <br />' �..-.�J - <br /> r�� r�� I <br /> P�r I �'tt�� �—► S 89°36'S8" E 1 10.00� �/�� ARJ , ZSO ' <br /> 80UNDARY <br /> � `o <br /> � .•: W <br /> � q o <br /> _ � �. � � <br /> Z I 0 . . . 22.50� :.. _�1/ <br /> d� p 31.50� . • ... O �' ��1 <br /> �,n p ' O" ' Q <br /> o W I �p 'o ''I�' . � . <br /> c� � : � , <br /> �a � ' I <br /> z w W - . <br /> o� . '-�'' �o � +�'+�. � <br /> cn ¢ F- ��. <br /> o zrn_ C� <br /> M <br /> J _ <br /> O <br /> Y I O a0 Q= <br /> {. <br /> o a�a0 �C7 ' O <br /> — H <br /> V� I � F a Oac��¢� O �.. 20.50' N <br /> N m O Q. �' J U' J � �' Q � <br /> �� ;,� a � �., _? zo.r��' . J^ <br /> xa N � I N O� <br /> � � ¢ 56'-0" I , O Z� <br /> = O � <br /> W I --3750' 0� 22.50 .. <br /> z .... . o <br /> N _ "' i" " � <br /> =� � z <br /> o- <br /> PRM(P) 3.33' � � I �1.� <br /> � �.0011 � 6s�� -'—� N 89"36'58" W 110.00' -f'� �� .•� � <br /> — `�• �,., J <br /> TRACT "D" .�� L - a � <br /> DRAINAGE& �! <br /> LANDSCAPE EASEMENTj N .� a O <br /> LOT 38 LOT 37 • � <br /> \ :..N 89.3,6•Sa�-W- <br /> 25 00' <br /> r' <br /> � l <br /> d <br /> � . . <br /> � <br /> W <br /> N <br /> N <br /> n <br /> O <br /> N <br /> \ I <br /> N7 <br /> � LINE BEARING DISTANCE PROPOSED. <br /> �, ri N 64'36�s��• E iz.ss� LOWEST FLOOR ELEVATIONS: <br /> � Ts N 00'23•os�� E 4.38� , LIVING AREA: 72.70' <br /> ~ DESCI�IPT101�I: GARAGE AREA: 72.16' <br /> i ELEVATIONS REFERENCED TO <br /> ¢ LOT 36, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE A", NATIONAL GEODETIC VERTICAL <br /> o AS RECORDED IN PLAT BOOK 074, PAGES 101 THROUGH 121, DATUM OF 1929. MEAN SEA <br /> W OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. <br /> � <br /> Q <br /> � APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 12101 C 0458 F EFFECTIVE DATE: 9/26/2014 <br /> � LEGEND: <br /> � (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, r�= CENTERLINE, A/C= AIR CONDITIONER, 8/C= BACK OF CURB, C/5= <br /> Z CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM�T= EASEMENT, <br /> W F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED <br /> o PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONIROL POINT, PRM= PERMANENT <br /> = REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, <br /> � U P= 11TILiTY POLE, W F= WOOD FENCE, R = RADIAL <br /> � JOHN R.BEACH&ASSOCIATES,INC. Drown By� SMS Square Feet: 6600.06 f LENNAR HOMES <br /> w `�' SURVEYORS AND MAPPERS <br /> -�o � 911 WEST ST. PETERSBURG DRIVE Checked By: - , <br /> = ONE OLDSMAR, FLORIDA 34677 JRB <br /> � WAY (813) 854-1276 FAX (813) 855-8370 Scale: �^=30' <br /> 0 �" <br /> •� NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 10 9 17 ACS Q /,3 GOI <br /> =o THE ORIGINAL RAISED SEAL OF A FLORIDA JOHN EACH AT <br /> � LICENSED SURVEYOR AND MAPPER FLORI A R LAND SURVEYOR,No. 2984 LB 4493 <br /> / Revisions: <br /> � <br /> � <br />