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PLOT PLAN SKETCH ONLY SEC. 04 , TWP. 26 S, RNG. 21 E.
<br /> LOT 34, BLOCK 1 NOT A BOUNDARY SURVEY BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE% OF OS-26-21 BEING N 89'25'Ot" E
<br /> PHASES 2, 3 & 4
<br /> � PASCO COUNTY FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> � � MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> PRELIMIIVARY DRAWING: EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES � UNDERGROUND FOOTER, STEM WALL, AND
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. II UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> SHOWN.
<br /> LEGEND: �
<br /> f—�= PROPOSED DRAINAGE FLOW J DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> NOTES TAKE PREFERENCE.
<br /> (00.00) = PROPOSED GRADE �
<br /> E-00.00 = EXISIING GRADE , � DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> PAGE INDICATES THAT PLAT IS IN
<br /> NOTES: PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = A CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVATION = 103.3' CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' or 22' � ENGINEERING PLANS PROVIDED BY CLIENT
<br /> SIDE SETBACK = 7.5' TRACT 57
<br /> REAR SETHACK = 15' ZEPHYRHILLS COLONY COMPANY STRUCTURE TIES SHOWN HEREON DENOTES
<br /> PLAT BOOK 1, PAGE 55 �°� MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> oti' � TO PROPERTY LINE.
<br /> 5c�.$�' ` "` = 10' UTILITY EASEMENT
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<br /> ' �- LOT 33
<br /> Z PPT� �'g5 � BLOCK 1
<br /> � OQP/C
<br /> � AO�� i
<br /> �- 7.5a N
<br /> O� PROP 2515 W
<br /> LOT 35 P�P
<br /> BLOCK 1 � p E��E,R���j �
<br /> w �pRP 4 ✓
<br /> � o, L�S 3 1
<br /> N B�pGK �.52
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<br /> .._;`fi��..,�. �
<br /> �5ti '�.
<br /> ON LOT AREA CALCULATIONS - •.:: ' o�
<br /> LOT = 6196.20 SQ. FT. � .�o �^•:`.�;"�-.: o i
<br /> LIVING AREA =_ 1093 SQ. FT. � �i'n o �cr �� ` � . •
<br /> •�, :u�< o..
<br /> ENTRY = 35 ___SQ. FT. � o.. , .-' " �
<br /> GARAGE = 427 __SQ. FT. �. * •�' . �; . s.;Cg3..._r•., ;
<br /> COVERED LANAI =_ NJA __SQ. FT. �� ' ' q.$7�.'
<br /> PATIO = 23 _SQ. FT. �2so• ' �' w ' .`:��
<br /> CONC. DRIVE = 408 S4. FT. � 1q.°1g 3 -•
<br /> A/C & CONC PAD = 18 SQ. FT. • '•��S - •%o�; .. �� p�
<br /> PRIVATE SIDEWALK = 31 S�. FT. �'''�•�~ .. •- �-o, '` �pCP�
<br /> IMPERVIOUS =__3_3 _% �" �
<br /> = 2035 SQ. FT. o , , . '
<br /> SOD = 4161_SQ. FT. �$ , `�
<br /> a OFFL.OTAREACALCULATIONS � nv�Nv
<br /> � RIGHT OF WAY = 98512 SQ. FT. /\ � ��
<br /> � DRIVE APRON =_ 233 _S0. FT. �' � �!
<br /> PUBLIC SIDEWALK ==_2_74 SQ. FT. � � �Q��6o,R/W ISRPC� ��
<br /> � SOD = _478 SQ. FT. S V
<br /> �
<br /> � TOTALS
<br /> � AREA = 7181.32_SQ. FT.
<br /> � DRIVEWAY = 641____SQ. FT. '
<br /> � SIDEWALK =_ 305 `SQ. FT.
<br /> � SOD =__4_639___SQ. FT ,
<br /> " PROPOSED:
<br /> � CURVE RADIUS ARC LENGTH _ DELTA ANGLE CHORD LENGTH CHORD BEARING LOWEST FLOOR ELEVATIONS:
<br /> C93 fi65.00� 6.08� 031�25�� 6.08' S 7435'12" W
<br /> LIVING AREA: 104.00'
<br /> ' DESCRIPTION: GARAGE AREA:
<br /> i LOT 34, BLOCK 1, MAP OR PLAT ENTITLED "SILVERADO RANCH ELEVATIONS REFERENCED TO
<br /> NORTH AMERICAN VERTICAL
<br /> a SUBDIVISION PHASES 2, 3 & 4°, AS RECORDED IN PIAT BOOK 73, PAGES DATUM OF 1988. MEAN SEA
<br /> � 59 THROUGH 65, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> �
<br /> �
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 12101C 0288 F EFFECTIVE DATE: 9/26/14
<br /> c Project: SILVERADO RANCH Square Feet: 6196.20 f LENNAR HOMES
<br /> a
<br /> LEGEND:
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, g= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/5=
<br /> V 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, 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.
<br /> JBS
<br /> '� � � SURVEYORS AND MAPPERS
<br /> � 911 WEST ST. PETERSBURG DRIVE Checked BY JRB
<br /> � WAY OLDSMAR, FLORIDA 34677 Scale: �
<br /> (813) 854-1276 FAX (813) 855-8370 1"=30� �,.�/�
<br /> VOT VALID WITHOU� THE SIGNATURE AND Date: PLOT PLAN 6 27 17 ACS - ��y9 l
<br /> E ORIGINAL RAISED SEAL OF A FLORIDA JOH R. EACH DA
<br /> ENSED SURVEYOR AND MAPPER F RIDA R LAND SURVEYOR No. 2984 LB 4493
<br /> visions:
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