1870 Seminole Road POOL21-0028 Topo Drainage Report_1PLOT PLAN OF
LOT 10, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36,
PAGE 20, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
19TH STREET
K ----~-1~ JOB COPY
LOT 18
LOT 19
B
10.5
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LOT 11
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FOUND 112· IRON.. 0.4 589-57 19"w o.7' 100.00 ,:~JOF~TER) I S89'57'16.W 99.55' FIELD
LOT 20 LOT 9
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PBQe0SE0 LQI CQl'.E86GE CALCULATIQ~
NOTES:
1. THIS IS A PLOT PLAN ONLY.
BOUNDARY AND TOPOGRAPHIC DATA ARE SHOWN
PER FILE No. 2021-970, DATED JUNE 2, 2021.
3. 8O,RINGS BASED ON 11-lE NORTI-lERL Y LINE OF
LOT 10, BEING NORTI-l a9·57'19" EAST AS PER PLAT.
4, BUILDING RESTRICTION LINE SHOWN PER PLAT.
1.0
SCALE:
30 410
1" = 20'
LOT AREA = 9,100
EXISTING IMPERVIOUS AREA = 3,275
PROPOSED POOL DECK = 402
PROPOSED POOL ( C 50%) = 230
PROPOSED EQUIPMENT PAD 18
TOTAL tMPER~OUS AREA = 3,925
PROPOSED LOT COVERAGE = 43.1%
S.F.
S.F.
S.F.
S.F.
S.F.
S.F.
5. BENCHMARK SHOWN HEREON WAS ESTABLISHED
BY A CLOSED LEVEL LOOP FROM NGS BENCHMARK
"A-17" -A BRASS DISK IN A CONCRETE
MONUMENT LOCATED AT Tl-lE SOUTHWEST
INTERSECTION OF SEMINOLE ROAD AND SA TURIBA
DRIVE; ELEVA110N = 12.37' NAVO 1988 DATUM. THIS PLOT PLAN IS CERTIFIED TO: STACEY CHRISMAN
THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD)
AS DETERMINED FROM 11-lE FLOOD INSURANCE RATE
MAP No. 12031C0407J, REVISED NOVEMBER 2, 2018
FOR DUVAL COUNTY, FLOR!DA.
"NOT VALID 'Mll-lOUT 11-!E SIGNATURE AND
THE ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR ANO MAPPER."
JASON 0. BOATWRIGHT, P.S.M.
Fl..ORIDA LICENSED SURVEYOR and MAPPER No. LS 7292
FLORIDA LICENSED SURVEYING and MAPPING BUSINESS~N<!. LB 3672
CHECKED BY: __
ORA WN BY: SGP BOATWRIGHT LAND SURVEYORS, INC. DATE:
JULY 09, 2021
FlLE: 2021-970-2 1500 ROBERTS DRIVE, JACKSON'v1LLE BEACH, FLORIDA 241-8550 SHEET_,_ OF _1_
POOL21-0028MAP SHOWING BOUNDARY SURVEY OF LOT 10, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20, OF THE CURRENT PUBLICE3ECORDS r DUVAL t:)UNTY, FL~DA. K LOT 18 LOT 19 LOT 11 1 STORY WOOD FRAME RESIDENCE No. 1870 INISH FLOOR ELEVATION=10.72' , 19TH STREET ;,-, "' N rn ::J C ~ 5 z ~ G) /Tl / 1------1 25.9' FINISH FLOOR GARAGE=10.06' --~=-.,._...__ (,J (J) ;l'>-0 0 (I) 0 (f) oo .o Oo N ui_ ~~ 10.3 ~ 'l._ _ _i_ _ _1..__1_ ___ -l.l ___ _ (D 28.6' 10.4 LOT 20 LOT COVERAGE LOT AREA= 9,100 SQ. FT. EXISTING HOUSE = 1,569 SQ. FT. PROPOSED POOL= 203 SQ. FT. EQUIPMENT PAD= 18 SQ. FT. CONCRETE DRIVEWAY= 754 SQ. FT. PAVERS= 239.5 SQ. FT. COPING= 113 SQ. FT. PROPOSED LOT COVERAGE= 38.5% 10.41 <( Cl. 10.4 ·10.4 10.44 (/) JI'j ~ N 10.37 LOT 9 ,-----, t0 IPORTA JOHNI ~ I DUMPSTER I JOB COPY (I) fTl ~ 0 z ' fTl ::::0 0 )> 0 48" MIN. METAL FENCE POSTS DRIVEN INTO GROUND A MIN. OF 2' -0" WOVEN WIRE FENCE (MIN. 14 GAUGE; 6" MAX. MESH SPACING) FILTER CLOTH ( MIRAFI, POLYFILTER X OR APPROVED "EQUAL ) FILTERCLOTH TRENCH CONSTRucnoN AREA ~ CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES SPACED EVERY 24"x 24". 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN FUNCTIONAL CONDITION. 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFIFECTIVE. DRAINAGE LEGEND r OO.O PROPOSED SPOT EL. •-"v--PRE-FLOW ARROW <J,'\..--POST-FLOW ARROW (00.0) EXIST. SPOT EL. X TO BE REMOVED PROPOSED SHALLOW SWALE 0 <( (/) 0 ....J Cl::'. 0 w 0 ....J 0.. Ocr:w ~~z 2: :i: w (/) Cl) z 0 => ~ Cl) ..--z 0 (/) 0:: a, w if) I:;:;~ Q.(X) ci o z 0 6~ zo.. Gj 0:: z ::5 0.. ....J 0 Cl::'. 1--z 0 u z 0 Cl) 0 Cl::'. w REVISIONS 0 TREE PROTECTION __ _, SOCK DRAIN PIPE WITH POP-UP 1------ll pO\? EMITTER GRAPHIC SCALE PLOf DAfE: D7 23 2021 DRAWN BY: KG 20 0 10 20 40 80 DESIGNED BY: RDP ~-: i I I CHECKED BY: RDP SCALE: AS NOTED JOB NO.: 71801.00 ( IN FEET ) 1 inch = 20 ft. SHEET NO. C-2