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262 2nd St 2015 Demo SURVEY
MAF SHOWING DOUNDARY SURVEY OF LOT 16 ACCORDING TO THE PLAT OF 2rrd o TJ4�'�`�" iATLANTCC TERRACE - . - - - . - - _ . - . _ ---(993')- - _ _ _ _ _ - _ AS RECORDED IN PLAT BOOK 15 , PAGE 34 OF THE CURRENT BENCHMARK APPROXIMATE CENTERLINE (995') PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. NAIL & DISK EDGE OF NO. 5488 PA EMENT ELEVATION = 9.83' EDGE OF (NAVD 1988) PAVEMENT (9.73') 09-74) (9.83') • (9.83`) (9.83') (9.87') (9.89') (9.0') (9.93') PAYER PAVER [ I RIVE 314„ 11,2'4144 DRIVE N0. 41 ✓ 50.00' (RJ a.J4' NW-LY 50.UU' (R) J I L50.09' (M) 112" 1/Z' 49.92' (M) (10.0'} - 00.o (f0, 4') 05 s , FF, � 10.2' (9.83)- CON(. STEPS ;r & STOOP ON 3.4' LINE �!✓ / ❑ © 1.. . (10.1 ): (10.0') �✓ 5: Y' 10.7' 6 8A PAD FF=(11.74') PA 10 od o0 SLO KS NOT S OWN Q 5 5, 11..5' 1 STORY FRAME tq NO. 262 N ti LOT 6 fl BLOCK 30 5 ._. . B 39.3' .5' d Jd- 5.4' (10.0') 1 2,4' 1( WOOD DECK _ 4 112 W NO. 5189 1 m 0,51' W WOOD DECK p D ' F� O (10.3' (9.7') Q 17 0) - - - - c. O 4.9' .5 d ti I 0.t' h Q m i C z O� CONC. ST£P 10.5' 3.6' 4.8' _{10.2') (ias�') 13,5' Z z FF=(11.46') COV'D o p c� WOOD DECK a R] LOT 17 4.0' m 1 STORY LOT 16 _ FRAME n r BUILDING n 0.6' ©CK 3 B0 � reL #OZ-7- 1- �5/Y;1711 CON C. STEPS p `�-2,8' NOTE: } ❑ 1,) CONTROL BENCHMARK IS FOOT FPRN "TATION "KREG" CRAIG FIELD 30'20'09.73049" N, 81'54,43487" W, 2.) ELEVATIONS ARE SHOWN THUS (9.83')IAND ARE IN REFERENCE TO NAVD1988 DATUM. 13.6' i�fiMP ❑ 3.) SITE BENCHMARK WAS ESTABLISHED USING SPECTRA PRECESSION EPOCH 50 GNSS RECEIVER (10.4 (10.(10.2') Oo VINYL SHED nt, ON WOOD DECK FLOOD ZONE "X' • AREAS DETERMINED TO BE OUTSIDE THE O.ZR ANNUAL CHANCE Ft008 PLAIN J FLOOD IONE "X(SHADED)" AREAS OF 0.21 ANNUAL CHANGE FLOOD; AREAS OF IX ANhVA4 CHANCE I! TITh AVERAGE DEPTHS OF GESS THAN 1 FOOT OR HATH DRAINAGE AREAS LESS THAN i SQUARE Mi6E; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. 0.5 9d 14.6' 0.9' V E Y 0 G[SWERAL K071251 0 0' 0: 0 D D- R R`r 2.STRUCTURE No.1. ANG�FS ARE 10 62 SHOWN WN ON ISHE EON LIES %THIN FLOOD ZONE X AS 0 { BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO.4O9 DATEDL)6 Os 2013 0.7' 1'3 1.5 © INC. THIS IS A SURFACE SURVEY ONLY_ THE EXTENT OF UNDERGROUND FOOTINGS, 1/2" CAP 0,7 1/2" q ASSOCIATED SURVEYORS \.rPIPES AND UTILITIES, IF ANY, NOT DETERMINED. UNREADABLE 49.84' (M) LAND & ENGINEERING SURVEYS }'' 4 JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED f 0.3 r 3846 BLANDING BOULEVARD BY THIS SURVEY. 50 0 fR 6 JACKSONVILLE, FLORIDA 32210 5_THIS SURVEY BAkD ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, 3 COVENANTS, B.R.L'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC, O THERE COULD 8E OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. LC T 15 LOT 4 S S V CERTIFICATE. OF AUTHORIZATION NO. L8 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. BLOCK 30 1 HEREBY CERTIFY THIS SL)fRVEY WQS DONE UNDER MY E �I fiVl�/�f tSDi�fE�d1r�°�I�Pll� DIRECT SUPERVISION -AND MEETS THE.,MINiMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE CH - CHORD s S "ASSOC.SURVEY" OR L.B.5488 P.T. - POINT OF TANGENCY (R) = RECORD STANDARDS FOR LARn URVEYING PURSUANT TO CHAPTER 5J-;17,050 0 FOUND IRON PIN OR PIPE (IP) -0.U,-=OVER HEAD URUTIES (M) = MEASURED THROUGH 17,052 'I !LTA A MINISTR.AT."d�' CODE, �R �, S, ■ FOUND CONCRETE MONUMENT (C.M.) = FIRE HYDRANT (C) COMPUTED DATA X- CROSS CUT OR DRILL HOLE CONC. - CONCRETE R. RADIUS BY: O.R.B.=OFFICIAL RECORD BOOK A\C AIR CONDITIONER L ARC LENGTH CHARLES B. HATNHER FLORIDA.CERTIFI TE NO. 77 O.R.V.=OFFICIAL RECORD VOLUME ® - WATER METER PHONE RISER CHARLES L. STARLING FLORIDA CERTIF ATE NO.X579 P.R.M y PERMANENT REFERENCE MONUMENT P EQ = POOL EQUIPMENT R/W „ RIGHT OF WAY B.R,L.-BUILDING RESTRICTION LINE X-X CHAIN LINK FENCE RAYMOND J. SGI--IAEFER FLORIDA CERTI CATE NO. 032 E.T. n ELECTRIC TRANSFORMER do PAD W- W ''WIRE FENCE B.T.= BUILDING TIE / J.E.A.= JACKSONVILLE ELECTRIC AUTHORI IY T CF WOOD FENCE `4+= U TIUTY POLE JOB NO. 63036 QATE 1 Q/ 13 201 2j C & R = COVENANTS & RESTRICTIONS -I-I-IRON FENCE -• GUY ANCHOR SCALE: 1" = i 0' DRAFTER �• b. P.C.C. = POINT OF COMPOUND CURVE BTN. m BETWEEN COV'D = COVERED -- 044, P.R.C. - POINT OF REVERSE CURVE (E.T.) u EAVE TIE E.B:ELECTRIC BOX NGT VALID WIMUT -THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND tvl*PLIEP General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED LOT 17 TO FACE OF BLOCK, FACE OF 100.00' (R) FRAMING MEMBERS - UNLESS •_••_••_••^•+_••_99.92' (M)•._•• OTHERWISE NOTED. r.._ . .._.._.._.._.._.._.._.._.._. .._.._.._.. _.._.._.._ .._ _..� - j ALL NEW PLUMBING FIXTURES, q TILE, LIGHTING FIXTURES BLOCKS 1 co c 30.5' PATIO ! � O p ' '' 1 1 y CABINETRY, APPLIANCES AND NOT SHOWN 15TORY \ o E E FLOOR COVERINGS TO BE 1 BUILDING / I DKIV SELECTED AND APPROVED BY OWNERS BASED ON WOOD DECK 2.4� h .PAD' o be removed) J\—CONC. (t _ 8 8, 11 CONTRACTOR PROVIDED 1 / sTEP -'� SURVEY INFORMATION PROVIDED BY: ALLOWANCES. 30.5' I LAND *IATED ENGINEERING 55URVEY5 rj 8. VAC SYSTEM REQUIREMENTS TO / BENCHMARK I 3846 BLANDING BOULEVARD, BE DETERMINED BY OTHERS. IL4E)ISK JACKSONVILLE, FLORIDA, 32210 I STORY N0.5488 904-77 I -6468 SILT FENCE w/FILTER CLOTH(MIRAFI, POLYF(LTER OR APPROVED EQUAL)ON 8.2' CONC. / - I i WOOD 5TAKE5 @ MAX.G'-O"O.C. �tO I \ / STEPS m FRAME HOUSE o C NION=9.83 STRUCTURAL SYSTEMS water coo VINYL SHED O O Al(NAVE) 1958) flow GRADE m6 1 ON Wool) LOT IG #2G2 0 o REQUIREMENTS TO BE DESIGNED tLn DECK - — j �' �' / * DETERMINED BY OTHERS. FF=(i I.74') (to be removed) WOOD � BACKFILL FENCE AFTER RAMP � I— MAP 5HOWING BOUNDARY 5URVEY Of: DESIGNER ASSUMES NO LIABILITY PLACING FENCE 1 �'"� W LOT 16 ACCORDING TO THE PLAT OF ATLANTIC FOR ERRORS OR OMISSIONS IN CONC.5TEP5 W I Q BEACH TERRACE, A5 RECORDED IN PLAT BOOK 15, BUILDING�STOOP j PAGE 34 OF THE CURRENT PUBLIC RECORD5 OF PLANS. CONTRACTOR TO WOOD DECK 1 (to be removed) o / WOOD v ECK \\\ - DUVAL COUNTY, FLORIDA VERIFY THAT SCOPE OF WORK � PAVER (to be re oved) 0 \\\ 1 DRIVE Q MEETS ALL APPLICABLE CODES STAKED TURBIDITY BARRIER �9 /22.5' / 117 o PRIOR TO COMMENCEMENT OF ' v _ WORK. 1.PLACE FENCE AT ENTIRE PERIMETER OF 51TE. �p i I r 11 Ln 2. FENCE MAY BE REMOVED AT WORKAREA5 DURING WORK +�••����••�••�• •�• +^.•—•._••—'•—• T •.—••_• LK PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK •'�•• '�"�•"""�"'�" "�" "�"�' ��' •–••–••.••.+ �••� O 1 - ' 99.97' (M) O PERIOD. I � 100.00' (R) �a I � U LOT 5 ) LOT G 1 W iBLOCK 30 i BLOCK 30 i I i i I EX151- ING SITE KLAN - .- SCALE 1 " = 101 LE .i z "z. 1^ E' ..0.a DRIVEWAY APRON • From E.O.P. to property line: •• Must be 5" thick •• Minimum 4000 psi fiberme5h concrete NOTES: •• No relnforcln rods or metal allowed 1n LOT AREA CALCULATIONS-PRE-DEVELOPMENT R.O.W. 15 to be fully sodded and fully restored. kg R.O.W. TOTAL LOT AREA 4.994 SQUAREiFEET +•,_.._.._.._.._.._.. _.._.._. ._. ._: _.._ _ 7755QUAREFEET ._. _. _. _. _. _. _. Roll off container cannot be placed on City R.O.W. — ..,* HousE I FRONT ENTRY 35 5QUAREiFEET CONC I ACCESSORY STRUCTURE 414 5QUARE'FEET Roil off container company must be on City O 1 No. Revision/Issue Date 2, z2 O'-O" bottom elevation = 39'-O" j O I O FRONT PAVERS 133 SQUARE FEET 111 approved Il5t: Advanced D15po5al, Realco, TOB elevation or reference only ' w COVERED WOOD DECK 104 SQUARErEET 5happelle's, Waste Management. i for reference only = I m m VINYL SHED ON WOOD DECK 87 5QUAREIFEET fulloI CV-0"SIDE Y _ SETBACK LINE _ _ _ _ E E CONCRETE STEPS 35 5QUARE FEET General Contractor -- -- - -------- erosion control measures must be Installed and T T - --- - — -- ---- 1 I --------------- approved prior to beginning any earth disturbing /EXISTING ACCESSORY STRUCTURE CONCRETE PADS 43 SQUAREFEET FI-/ 1. D E5 I G N BUILD INC. activities. Contact Public Works (247-5834) for TOTAL LOT COVERAGE i,629 SQUARE FEET CONC. %OF LOT COVERED 32.6% 1 5 1 SAWG RA55 CORNERS Erosion and Sediment Control InSpeGtlOn prior t0 STEP f start of construction. dumpster { I UNIT # 1 15 All runoff must remain on-site. Cannot False lot 1- t I (904) 2 19-2276 elevation without measures to retain runoff. DR1vEwar BENCHMARK LOT AREA CALCULATIONS—P05T—DEVELOPMENT (9 04) 24(S-(5240 -— " NAIL 4 DISK a fAX NO.5488 I TOTAL LOT AREA 4.994 5QUARE•FEET Final radin to channel all stormwater Into on-site CONIC.5TEF5 I ELEVATION=9. 3' g g STEPS (NAVE) 1988) NEW HOUSE 1,431 5QUARE FEET treatment areas. I FRONT ENTRY G2 5QUARE FEET ACCE55OPY 5TRUCTURE 4 14 SQUARE FEET Construction vehicles may park in the R.O.W. of the I / CONCRETE STEPS 35 SQUARE FEET PORT O LET construction lot. Construction vehlcles MAY NOT NEW 3 5TORY I CONCRETE PADS 43 5QUARE FEET Firm Name and Address park in the street or m the R.O.W. of other lots. t I FRAME HOUSE W /IQ DRIVEWAY5$WALKWAYS 422 SQUARE FEET HARLE5TON G. PARK5 R.A. -- UJ I TOTAL LOT COVERAGE 2,407 SQUARE FEET ATLANTIC BEACH , I'L 32233 #2G2 RIVEWAY / %OF LOT COVERED 48.2% I— �- AR 0006496 24,6' � � - -- — -- -- ------�------- -- 0 - - -- -- ---- — --- 1 Q = RUNOFF-PRE DEVELOPMENT 5'-0'SIDE Y ElBACK LINE BOP elevation -d' /I 4,994 SQUARE FEET, • 1 AD, for eOBe ICeat on I I 1 I M ERVIOUS AREA I,629 SQUARE FEED, •�••� �" r'; S" �"� t O PERVIOU5AREA •,r-�,. � / _ 3,365 SQUARE FEET sdt fence ( \ O v � - / W .,, CP�roject Name and Address (1 RUNOFF-P05T DEVELOPMENT S M I T H RESIDENCE �J J TOTAL LOT AREA 4,994 SQUARE FEET 2 6 2 5 EC O N D 5T RE ET 51TEE) NNNAGE PLAN � IMPERVIOUS AREA 2,407 SQUARE FEET PERVIOUS AREA 2,587 SQUARE FEET ATLANTIC BEACH , FL SCALE I " = 101 � STORWATER STORAGE CALCS PER ATTACHED COAG WORKSHEET I INGKOUND STORAGE 440 CUBIC FEET PROVIDED STORAGE G9 CUBIC FEET DRAINAGE PLAN SUPPLIED TREATMENT VOLUME 509 CUBIC FEET Ve 1 C(e pa. k1 n REQUIRED TREATMENT VOLUME 482 CUBIC FEET Project Sheet 511t fence 2015-0004 Date 01 /30/ 15 -' Scale 1 II= 101 OF SHEETS 4 I �� i