152 3RD ST - GARAGE & BONUS SPACE (2) - - -
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� THIRD (3RD) STREET �� - ---1
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. LOT 6, BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 51 : I I A11111"...:",
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- PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY -,,- 1 . I
I This drawing is based on a boundary & topographi .��,� . 11 ��
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� Boatwright Land Surveyors , INC. ofJacksonville Beach,March 6th 2014. ,�, -::::::::::1 I ,...., .1�...;;;I.,
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^-.-&.- . , . . . . . . . . . . . 2. See site survey for existing conditions not shown on this plan. � I 'll, :1- I I , ..11,1 I
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poncrete wall :V . - :.V ., - ,.v . - '., .' - :., .* - :., ., - :., ., - :.,, .' - :., ., - :., ., - :., ." - :., .* - :., .* I � I I I 1: �11 � '111�1�,' , ,
- . . :1 . . :- . :- . . :, . . 5. . . :- . - 2- . - :- . . 3. . . :- . . :� . . :. . . 3. Contractor shall establish finish floor elevation. I .1 "I 'll
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. . . Building layout dimensions are shown to outside face of foundation wall. 11 �, � - ''. I
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IV . *existin a dn've wa v'.V . :.V .I - :.V .I - :.V . .V ., - e*x4-6ti;7g,drive, - :. . 1 4. Parking dimensions are shown to front of curb unless noted otherwise. I 11 �
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.to-be . . . . . . . . . . . . . . . . . . . . . 29�-X +/-to existing house I Curb & gutter dimensions are shown to back of curb unless noted I
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FOUND 1/2" IRON .* .% . . . . . .. . �. :.V .- - :.V .. - :.V .- . :.V .. .. :.V .- .- :.V .- �. .., .-I SET 1/2" IRON 5. -1�
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PIPE, NO CAP , silt fence around construction site I . . . . - . . .-. . . I . . . . . PIPE, LB3672 � 6. The General Contractor shall verify all property lines, easements,
. wwi�- I - - - - .. I I - e A - - : dimensions&setback requirements w/the appropriate department of the =
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a) I I-C- .1, , -C . , .I '-,.-,� . i I'-- 11 I- -C . ,C . 'C'.. "* : * . � ,885 sq ft Design Associates, Inc. Contractor
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1Z I I V * * *.%- . ., . '.V . *.%- . .V I / .V.----;--'."*-F - I I -J 54-98% and conditions of the job site.
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.: . . V\ :r---', r---*1 , . . :.V .I .0 U. I New Impervious(concrete,pavement,pool coping,ac pad) 15I sq ft 2-30% ,
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) - , :.0 . .-C, . I I I L,-c . ' .-c . * .-c . ' .4 . ' .-C . , 0 New Impervious(open cell pavers,5o0lb) 275 sq ft*50%=138 sq ft 2.1
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I . . . I I to be removed I existing AC pads 0 Total New Impervious Paving 289 sq ft 4.41%
-r : :*g,.o I . )I . . .;.. . . I I I to be removed %..�2.%7 . . ...�. . .,), . .,� . . ...�.0 �/ X
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0 1 1 1 � ! , . :.V . .V . .%. . . .V .I : I tobe re " d . .v . . .v . .10 arking C) Building Classification: Residential
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I I I ,:,., .I - :., .1 - : . :., .1 .� I:., .* - :., ." :., ., - . . . 'I I , . . 9 Unless otherwise noted, project site considerations shall be the responsibility of the owner
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I I I --A'L - * ,4, - - �,: , , .4 . , .4 . , .-C . , .-C . " " I i-C I - ------ ---- -'. ,-C . , AI . - I � PIPE, LB3672 determination of grade elevations,drainage features,and special requirements associated
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I I 1W - I silt fence around construction site L - - - - - - - - - - - - - - - - - - , with FEMA flood hazard and/or DEP zones.
I I FWNP 1/1,IRON silt fence around construction site 130.56- (ACTUAL) (130.50' PLAT) (130.77- FIELD) . . . . . . . .i
WOO 1/2" IRON : existing wood deck I ,
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PIPE, LB1048 I to be removed : LOT 5 (g FOUND :k The contractor is responsible for the means and methods of construction. It is the GIN
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: CUT(3.O' Sly) �, contractor's sole responsibility to determine the procedure, sequence, and temporary
- bracing as to insure the safety of the building and its component parts during construction. CM)
The contractor shall verify all conditions and dimensions at the job site prior to
commencing work. 40 CZ
The contractor shall supply, locate, and build into the work all inserts, anchors, angles, W
plates, openings, sleeves, hangers, slab depressions, or other components as may be
B/A 1 . 1 1/8 If=I I required to attach and accommodate other work.
-- EXISTING SITE PLAN I It is the owner's and/or contractors responsibility to obtain a soils exploration report. The cv�
,�-,"�--- design of the project structure assumes an allowable soil bearing capacity of 2000 psf. 0 F=14
I The Engineer shall be notified if soil conditions encountered differ from the noted
- assumptions. All requirements for site preparation and soil compaction specified in the 14 +111111)
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-,---� . soils report shall be followed unless more stringent requirements are specified in these
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THIRD (3RD) STREET � W
40' RI HT OF WAY PAVED PUBLIC ROAD � �0� W
- LOT 6, BLOCK 28 SUB IVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 51 ;04
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PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 11
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