1670 SElva Marina Dr Retaining Wall I:
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I� I ' I I{ �� I I REVISIONS BY �I I I
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I 8'F Min. Low Permeable Soil Keystone Cap Unit Base Leveling Pad Notes: Compac Unit Ca unit
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I r;it 1 Keystone Compac concrete Weight: 90 lbs *Weil ht: 50 lbs
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' I�ljII II .`I I Ii '; 11. I�' I When site conditions require, wrap drainage or Crushed Stone - 1
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GEOGRID: STRATAGRID 200
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I I � I. a DESIGN SPECIFICATIONS 11 _ I I� I I
l�,i I r1: �� �i�, ` �'II I =; t (2) -4 Cap Units or 4" Cap Unit —
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I L W L C1) 8 Cap Unit IP
. r „ A L HEIGHT H IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTI GHill
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MINIMUM WALL EMBEDMENT FOR LEVEL TOE IS 16 OR HEIGHT/20, WHICHEVER IS GREATER; When An le Exceeds 200 v� : 111 " ' - -
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I FOR SLOPED TOE, SEE DESIGN DETAILS (MIN. 2_ OCKS) ��vvvv o
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TI .z.A SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING WALLS STEM. THE OW ER O of Soil Fill is Re uired Between - a, p —
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Overlapping Geo i id for Pro er :
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I P E S RE _RESENTIVE SHALL RETAIN AGEOTECHNICAL ENGINEER/CONSTRUCTION T STN g
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k,. -,, .11iI' 11 11, , }� IR, I I,,i ,, Ir 11 FIRM TO EVALUATE THE FOUNDATION SOILS PRIOR TO CONSTRUCTION. UNSUITABLE SOILS I Anchorage (Typ.)
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111 i I I ANY), AS DETERMINED BY THE OWNERS GEOTECHNICAL ENGINEERER, SHALL BE REMOVED �� t--
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Additional Drainage Fill A
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.1 ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE Extend Wall Height /2 ,�� r 11 I
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WALL SETTLEMENT. �� I
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R T C C SOILS INVESTIGATION WAS NOT PROVIDED PRIOR TO �- - � �' '� I I
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i ;.i I PREPREPARATION OF THESE DESIGN PLANS. THIS DESIGN WAS PREPARED WITH THE _ = _ � I I II
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FOLLOWING ASSUMPTIONS OF EXISTI G SO L CONDITIO SBA ED O PREVIO S XPER = TO of Wall -
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1 i I;,, ',ti i h I ; ,i ; I WITH SOILS TYPICAL TO THE AREA OF WALL CONSTRUCTION: SOILS CONSIST OF A SILTY SAND ,- I I
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Ti WITH AN APPROX. UNIT WEIGHT OF 120 PCF AND A PHI ANGLE OF 30 DEG. IT IS THE OWNER OR eo rid is to be Placed on Level 11
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,, ,, ,,,, I , }L! ;, OWNER REPRESENTATIVE'S RESPONSIBILITY TO VERIFY THE ASSUMED SOIL STRENGTH H /2 Backfill and Extended Over the - � I ' 1
ryr ,� ;I 1 F ! ,j 1 ;h PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAI BLE FOR WALL CONST UCTIO - - -
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;1 Ii It; , , I THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED P Pull
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`' , !'�I: ,;, ` 'I 1 ! ) 1. Check with manufacturers s ecifications Grid Taught and Backfill. Compac Plan -_----- = I
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t '1,1'N � ' � 1 BY THE ARCHITECT, THE DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILTY OF THE Stak a re 'r 'I 1
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II it I ; II'' OWNER OR OWNER S REPRESENTATIVE TO NOTIFY THE ARCHITECT SO THE WALL SYSTEM CAN
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eo rid to obtain ro er strep th. - - (� ___J
;' li I '_ i1 BE REDESIGNED. FAILURE TO NOTIFY THE ARCHITECT MAY RESULT IN THE FAILURE OF THE g g p p g Q
I I ( I RETAINING WALL. - - - G_rld & Pln Connection Cont ac Unit W �.—
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FOR SPECIE C DIM N I A IN ORM TI N F A L E G U
I I E SON L F A O O W L L N THS AND L CATIONS PLEASE
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DAT NS ND O C MPACT ON SHALL BE IN ACC RDA CE WI H -010 FLO IDA
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I rl, UNIT DRAINAGE FILL IS CLEAN CRUSHED STONE, AVOID AGGREGATES THAT ARE ROUND IN - - 1�
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�€ : 41 ( I ,I ki NATURE. 1, The leveling pad is to be constructed of p - I
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i crushed stone or 2000 psi t unreinforced - I 1
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LEVE IN PAD IS CRUSH DST N B EMT IA CO L
f L G E STONE AS MATERIAL, COMPLETELY LY W WRAPPED IN FILTER F
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3 ofSoil FIII is Required Between ;;
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Overlapping Geo rid for Proper 11 1/2"x 5 1/4" +I +i ,: o
1 ALL BACKFILL MATERIAL ARE TO COMPACTED TO 95°o MODIFIED D R COR Pp g g P H /4 6 W = =
Anchors e T g p Fiber lass Pins +;
{ i 1 S T / M S PROCTOR T Additional Geo rid Overla g N Q
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FINISHED GRADE MUST PROVIDE POSITIVE R I GE. rout Face 1 1
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GEOGRID MUST BE APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS. 1111111111111111111� 11� _ 18 18
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1. ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION = - -0 I 11111111111111111111 Ill - - V)
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PINS TO THE END OF GEOGRID - H 14 =_ W+ 12„ p Unit Plan o
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