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SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 42 BEARING BASIS:
<br /> HIDDEN R(VER PHASE ONE A NORTH BOUNDARY OF SUBJECT PLAT 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 = 8022.31 gQ, �_ EASEMENTS AND RES1RICl10NS OF RECORD.
<br /> ONLY, NOT FOR CONSTRUC110N. VERIFY LIVING AREA = 1556 Sp, �, o
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUC110N. ENTRY = 40 SQ. FT. ''� UNDERGROUND FOOTER, STEM WALL, AND
<br /> GARAGE = 407 Sp, FT, u UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LEGEND: COVERED LANAI =YN1A SQ. FT. SHOWN.
<br /> PA170 =_23 SQ. FT.
<br /> 1-�= PROPOSED DRAINAGE FLOW � DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> (00.00) = PROPOSED GRADE CONC. DRIVE = 623 SQ. FT. � NOTES TAKE PREFERENCE.
<br /> E-00.00 = EXISTING GRADE A/C & CONC PAD = 18 SQ. FT. c¢.�
<br /> PRIVATE SIDEWALK =_29 SQ. FT. N DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> IMPERVIOUS = 34 � PRELIMIN RY ASTAGE AND IS�UBJECT ITO
<br /> IVOTES: = zsss sq. Fr.
<br /> LOT GRADING TYPE = A SOD = 5326 SQ. FT. CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVATION = N/A CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' OFF L07 AREA CALCULATIONS ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> SIDE SETBACK = 10' RIGHT OF WAY = 737.00 SQ. FT.
<br /> REAR SETBACK = 10' DRIVE APRON = 168 SQ. FT. STRUCTURE T1ES SHOWN HEREON DENOTES
<br /> - PUBLIC SIDEWALK = 258 SQ. FT. MEASUREMENT FROM FOR�1 BOARDS/FOUNDATION
<br /> SOD = 311 SQ. FT. TO PROPERTY LINE.
<br /> TOTALS * = 10' DRAINAGE/UTILITY EASEMENT
<br /> AREA - 8759.31 SQ. FT_
<br /> DRIVEWAY = 791 SQ. FT.
<br /> SIDEWALK =_ 287 SQ. �.
<br /> SOD = 5637 SQ. FT.
<br /> I I
<br /> ZEPHYRHILLS COLONY COMPANY LOT 41
<br /> (PLAT BOOK 1, PAGE 55) I
<br /> TRACT "D" I
<br /> DRAINAGE& ' TRACT "D"
<br /> LANDSCAPE EASEMEM DRAINAGE &
<br /> P�T � LANDSCAPE EFSEMENT
<br /> BOUNDARY
<br /> PRM�P) � PRM(P) r��a ��IA) r�? -
<br /> (TYPICAL)� S 89'53'28" E '�, _�—� 164.32 f-�°��
<br /> 11.08' o o- 62.56'
<br /> 0 0 � .2so;
<br /> \ 2� ' ,o: �+3gz¢. .�:.. • -
<br /> r��,, a59� _ '�°�• • .."./_.? '. ., • �. . ��
<br /> \ _ . � .: . _ ' . • .
<br /> O�, o oZ�m�= � ��" �•��: ,
<br /> �L � �'a rn��� � 3j��z. / �*.' C, O
<br /> \ a. w - 2z.i4+ - J
<br /> ' • �..
<br /> � � F � o
<br /> .� � � A�� 65'-0" � _'
<br /> � \ 20.50' �
<br /> �� � BO NDARY 288�- "� :o o: `�
<br /> � � '� � I � �J�o
<br /> J �i �
<br /> �� \ 901� -l'- N 89"53'28" W 1 12.24' �` 01 �O�
<br /> � �ry �ry� � �
<br /> � °� �
<br /> LANDSCAPE& `'
<br /> BUFER EASEMENT v �
<br /> � �j� ' �
<br /> L \ V �
<br /> n • .
<br /> � LOT 43 _ •65�°�
<br /> v � S 6�Z��
<br /> �
<br /> v
<br /> i
<br /> �
<br /> ' - PF�OI'OSED:
<br /> ; DESCRIPTION: LOWEST FLOOR ELEVATIONS:
<br /> '• LOT 42, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE A", LIVING AREA: 73.65'
<br /> ; AS RECORDED IN PLAT BOOK 074, PAGES 101 THROUGH 121, GARAGE AREA: 7311'
<br /> � OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ELEVATIONS REFERENCED TO
<br /> ; CURVE RADIUS ARC CHORD BEARING DELTA NATIONAL GEODEfIC VERTICAL
<br /> 5 cs4 as.00' ss.os' 64.43' S 21'28'32^ w aa•sz's2� DATUM OF 1929. MEAN SEA
<br /> � C65 85.00� 36.48' 36.20' S 13'05�23" E 24'35'19�• LEVEL= 00.00 �.
<br /> �
<br /> [
<br /> = APPARENT FLOOD HAZARD ZONE: "X" COMMUNIlY PANEL N0. 120230 0460 D EFFECTIVE DATE: 9/30/1992
<br /> . LEGEND:
<br /> : (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, r�= CENTERLINE, A/C= AIR CONDIIIONER, B/C= BACK OF CURB, C/5=
<br /> CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM�T= EASEMENT,
<br /> � 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 /> � PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, P6= PLAT BOOK, PCP= PERMANENT CONTROL 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= UTILITY POLE, W/F= WOOD FENCE, R = RADIAL
<br /> " JOHN R.BEACH&ASSOCIATES,ING. Drawn BY� SMS Square Feet: 8022.31 t LENNAR HOMES
<br /> � � SURVEYORS AND MAPPERS Checked By:
<br /> i 911 WEST ST. PETERSBURG DRIVE
<br />, = ONE OLDSMAR, FLORIDA 34677 JRB
<br /> _ WAY (g�3) 854-1276 FAX (813) 855-8370 Scale:
<br /> � 1"=30'
<br /> ; NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 10 6 17 ACS D I.3 G�!/
<br /> 5 THE ORIGINAL RAISED SEAL OF A FLORIDA JOHN R. pq
<br /> i LICENSED SURVEYOR AND MAPPER
<br /> � FLORIDA EG. D SURVEYOR No. 2984 LB 4493
<br /> Revisions:
<br />
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