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PLO'T PLAN NOT ASBOUNDARY SURVEY SEC. 04 , TWP. 26 S, RNG. 21 E.
<br /> LOT 31, BLOCK 1 BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION NOR'fH BOUNDARY OF SE� OF OS-26-27 BEING N 89'25'01� E
<br /> PHASES Z, �J 8C 4- THIS SURVEY IS SUBJECT TO ANY FACTS THAT'
<br /> PA5C0 COUNTY, FLORIDA. � MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> 11TLE SEARCH. ALSO SUBJECT TO SE7BACKS,
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCULA'f70NS EASEMENTS AND.RESTRICTIONS OF RECORD.
<br /> THIS PLAN IS FOR PERMITf1NG PURPOSES LOT = 6420.87 Sq_ FT, o
<br /> ONLY, NOT FOR CONSIRUCTION. VERIFY IIVING AREA = 1556 gq. �, M UNDERGROUND FOOTER, STEM WALL, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY = 45 gp. �, ii UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> GARAGE = 40� SQ. FT. SHOWN.
<br /> LEGEMD: COVERED LANAI =�A SQ. FT. w DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> PAT10 =�3 SQ. FT. �
<br /> �—►= PROPOSED DRAINAGE FLOW NOTES TAKE PREFERENCE.
<br /> (00.00) = PROPOSED GRADE CONC. DRIVE — 508 Sq, F7', �
<br /> E-00.00 = EXISTING GRADE A/C & CONC PAD = �8 S�. FT. � DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> PRIVATE SIDEWALK = 29 GQ. FT. PAGE INDICATES THAT PLAT IS IN
<br /> IMPERVIOUS = 4� % PRELIMINARY STAGE AND IS SUBJECT TO
<br /> NOTES: = 2586 SQ. FT. CHANGE AND/OR REVISION.
<br /> LOT GRADING TYPE = B S�� = 3835 SQ• FT•
<br /> PROPOSED PAD ELEVATION = 100.4' CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' or 22' OFF LOT AREA CALCULATIONS ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> SIDE SETBACK = 7.5' RIGHT OF WAY =947-72 SQ. FT. STRUCTURE iIES SHOWN HEREON DENOTES
<br /> REAR SETBACK = 15' DRIVE APRON = 233 SQ- FT• MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> PUBLIC SIDEWALK = 266 SQ. FT. TO PROPERTY LINE.
<br /> SOD = 449 SQ. FT.
<br /> TOTALS * = 10' UTILITY EASEMENT �
<br /> AREA = 7368.59 SQ. �.
<br /> DRIVEWAY = �4� SQ. FT.
<br /> SIDEWALK = 295 SQ. FT.
<br /> SOD = 4284 SQ. FT.
<br /> ZEPHIRHILLS COLONY COMPANY / TRACT H
<br /> (PLAT BOOK 1, PAGE 55) DRAINAGE AREA
<br /> PLAT
<br /> / �BOUNDARY i
<br /> PLAT �9s N 86'14'32" E N 87°26'56" E `�°, '
<br /> , BOUNDARY� '�oJ 29,6g' 32.61 _
<br /> PRM(P) ;N w' �
<br /> :� ��; �
<br /> c�
<br /> ATO� �
<br /> 10.39�
<br /> � 10.02':
<br /> 1
<br /> 40�—��� p
<br /> �, O
<br /> �
<br /> � PROPOSED
<br /> PLAN �
<br /> � 1941 z �001 �
<br /> r°oo ELEV "A" rn u L� LOT 30 I
<br /> Fo� GARAGE °'-N � BLOCK 1 I
<br /> LOT 32 � LEFT o� W I
<br /> BLOCK 1 � LOT 31 � _ I
<br /> BLOCK 1 p
<br /> � O �I
<br /> � N I
<br /> � I
<br /> � O �
<br /> in 7.78;
<br /> O � I
<br /> � 16.40�• ?;?8' I
<br /> Q , . :'.Z
<br /> .W . '".NQ I
<br /> O �•:� . o �
<br /> If7 •�O ;N N'v'.iP.
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<br /> .�:p —�: 4 ,y,
<br /> � ti
<br /> n �9g : �-. ;�iF : - . `•
<br /> m _� eRJ .. ' ..C90� r, .
<br /> N � ' . .
<br /> M DESGRIPTIO�I: - . . ,
<br /> 3 LOT 31, BLOCK 1, MAP o . ;.�.,�_ •o
<br /> M OR PLAT ENTITLED o ' - "�� ��
<br /> � "SILVERADO RANCH �`�- � PROPOSED:
<br /> J SUBDIVISION PHASES 2, : _�_ � LOWEST �LOOR ELEVATIONS:
<br /> m 3 & 4", AS RECORDED �.-�- —'
<br /> STAB�E ,���� AV�N� LIVING AREA: 101.10�
<br /> �, IN PLAT BOaK 73, GARAGE AREA:
<br /> i' PAGES 59 THROUGH 65, (60R/�N) (�ACT L) ELEVATIONS REFERENCED TO
<br /> = OF THE PUBLIC NORTH AMERICAN VERTICAL
<br /> a RECORDS OF PASCO cuRVE RADIUS nRc CHORD BEARING DELTA DATUM OF 1988. MEAN SEA
<br /> � COUNIY, FLORIDA. � cso sss.00' S3.37' S3.36' s as•2i'os^ w 0435'ss^ LEVEL= OQ.00 FT.
<br /> Z
<br /> �
<br /> � APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> 0
<br /> 0
<br /> � LEGEND:
<br /> j (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, �= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= ,
<br /> N CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN L.INK FENCE, CONC= CONCRETE, COV.= COVERED, E/P=.EDGE OF PAVEMENT, ESM'T= EASEMENT,
<br /> / F/C= FENCE CORNER, FCM= FOUND CONCREiE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOIJND PINCHED
<br /> � PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFlCIAL RECORD BOOK, PB= 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,INC. Drawn By SMS Square Feet; 6420.87 t ; LENNAR HOMES
<br /> � � SURVEYORS AND MAPPERS
<br /> w Checked By.
<br /> � 911 WEST ST. PElERSBURG DRIVE JRB
<br /> in ONE OLDSMAR, FLORIDA 34677
<br /> y WAY (813) 854-1276 FAX (813) 855-8370 Scale: '„c30�
<br /> c
<br /> 0
<br /> �� NOT VALID WITHOUT 7HE SIGNATURE AND Date: PLOT PLAN 3 29 17 ACS O3
<br /> 'v THE ORIGINAL RAISED SEAL OF A FLORIDA J . EACH DATE
<br /> � LICENSED SURVEYOR AND MAPPER IORIDA . LAND SURVEYOR No. 2984 LB 4493
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<br /> / Revisions:
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