1670 Selva Marina Dr 2014 Retaining Wall i
REVISIONS BY
i ADDED TOP OF WALL ELEV.
04/24/14 R.H.
dO3i
8" Min. Low Permeable Soil Keystone Cap Unit I
Base Leveling Pad Notes: t__--
Gompac Unit Cap Unit
1. The leveling ad Is to be Width: 18" Width: 18"
/ 4.5' Above MSL 0 constructed of crushed stone Depth: 12" *Depth: 10 1/2"
or 2,000 psis unremforced Height: 8" Height: 4"
Y p
/
Keystone Compac concrete *Weight: 90 lbs *Weight: 50 lbs
'\
Grid Depth S.Q Unit 2.The base foundation is to be
=
\ 24" Unit Drainage Fill approved by the site geotechnical
\ Reinforced Soil 1" - 1 1/4" (3/4" Crushed engineer prior to placement of the
Approximate - `\ T Rock or Stone) leveling pad.
Y � �---Unit Face
TN
Limits of \ Grid Depth - 6.0 $ f
Excavation -J, ,
`Y
Finished Grade a
Retained Soil � � _ "• - ��
1 Grid Depth = 6.0' N.W.L. t 1.4' 93 A
BOT = t 1.0'
=(o
CC) CD
t t
'w. F
.
i
_- T Excavatio ,p .
Limits f": .. .
Note: Unreinforced Concrete _
When site conditions require, wrap drainage or Crushed Stone
6" Crushed Rock or _
tile in 3/4" aggregate and filter fabric with Foundation Soil Leveling Pad Unreinforced Concrete o—
drainage composite or aggregate back drain -
Leveling Pad
system, as directed by geotechnical engineer. GEOGRID: STRATAGRID 200 —
Q-
BY STRATA SYSTEM - CM
Com
ac Unit/Base Pad Isometric S
ection View
f*_
fDimensions &Weight May a ryb RegionTYpical Reinorced Wall Section
Compac Unit - 1" Setback —
M—
DESIGN SPECIFICATIONS (2) -4" cap units or Cap unit .
t
(1) - 8" Cap Unit N ( I -
8 Keystone i �-
WALL HEIGHT (H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING '
Y - _
BO
Place Additional Pieces of Geog id II I I Unit
MINIMUM WALL EMBEDMENT FOR LEVEL TOE IS 16" OR HEIGHT/20, WHICHEVER IS GREATER; \\\\
When Angle Exceeds 200 �� \�� ' ' I I
\ i ! I i I =
FOR SLOPED TOE, SEE DESIGN DETAILS (MIN. 2 BLOCKS)
z l
,.
- r �
..,._ ._,le-vations Betwe mE3N of Fill Is Re u' e n cWNER OR SUBSURFACE SOILS MUST BE CAPABLE F SUPPORTING WALL SYSTEM. THEOON T SNOvera In Ga
OWNERS REPRESENTI E SHALL RETAIN A GEOTECHNICAL ENGINEER/CONSTRUCTITIrdro e
®..
--
-
__-..
_..,:_... ..,. ..._ .__ .. ,:,. Anchorage T
L► BLE SOILS IF \ .. i
FIRM T
O EVALUATE THE..FOUNDATfQN_SOILS_PRIOR TO CONSTRUCTION. .U,NSU. A (
ANY), AS DETERMINED BY THE OWNER'S GEOTECHNICAL :;ENGINEERER,°SHALL BE REMOVED I Drainage Fig `�
AddltlonaI �� .� � ..._
AND REPLACED WITH PROPERLY COMPACTED FILL SOIL. 'UNSUITABLE SOILS AR5DEFINED AS 07 �
Extend Wall Height /2 �� /
ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE ^ ; ,% Note: III _,—_ 6 r-
WALL SETTLEMENT. Drainage Fill 1. Secure all cap units with Keystone F. I A , " ,, T m 001-
�» Kapseal or equal. « +I
A REPORT OF GEOTECHNICAL SOILS INVESTIGATION WAS NOT PROVIDED PRIOR TO z
PREPREPARATION OF THESE DESIGN PLANS. THIS DESIGN WAS PREPARED WITH THE _ r _
I.
- T
FOLLOWING ASSUMPTIONS OF EXISTING SOIL CONDITIONS, BASED ON PREVIOUS EXPERIENCE _ __ " Top of Wall Steps Kid a a—
WITH SOILS TYPICAL TO THE AREA OF WALL CONSTRUCTION: SOILS CONSIST OFA SILTY SAND
., - , II
WITH AN APPROX. UNIT WEIGHT OF 120 PCF AND A PHI ANGLE OF 30 DEG. IT IS THE OWNER OR �eogrid is to be Placed on Level 1 g" -��
_
OWNER REPRESENTATIVE'S RESPONSIBILITY TO VERIFY THE ASSUMED SOIL STRENGTH H /2 Backfill and Extended Over the - -
PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF Note:
Fiberglass Pins. Place Next Unit.
ETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED 1. Check with manufacturer's specifications Pp II Grid Taught and Backfill. Compac Plan - -
THE SOIL STRENGTH PARAM -
BY THE ARCHITECT, THE DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILTY OF THE on correct direction of orientation for ill
Stake as required.
J 4
ry
OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ARCHITECT SO THE WALL SYSTEM CAN �, geogrid to obtain proper strength.
- - - Grid & Pin Connection Compac Unit W < tt.=
BE RETAINING WALL. FAILURE TO NOTIFY THE ARCHITECT MAY RESULT IN THE FAILURE OF THE �' • 4_ '-` _
f
H /2 - Dimensions May Vary
FOR SPECIFIC DIMENSIONAL INFORMATION OF WALL LENGTHS AND LOCATIONS, PgLEASE REFER Geo rid Installation on Curves
TO CIVIL DRAWINGS. by Region - - Q Z
6" Crushed Rock or 8" or 16"
� - -`
Unreinforced Concrete Step - �--- Z
FOUNDATIONS AND SOIL COMPACTION SHALL BE IN ACCORDANCE WITH 2010 FLORIDA Leveling Pad _ -YV _7 Q -
BUILDING CODE. Elevation �t t f - Ems= - W -
ALE
UNIT DRAINAGE FILL IS 4" CLEAN CRUSHED STONE. AVOID AGGREGATES THAT ARE ROUND IN Note:
1: The leveling pad is to be constructed of Cap Unit Elevation Cap Unit Elevation
NATURE. crushed stone or 2000p si t unreinforced -
LEVELING PAD IS CRUSHED STONE BASE MATERIAL, COMPLETELY WRAPPED IN FILTER FABRIC. concrete.
3 of Soil Fill is Required Between
�— . `
H /4 1/2"x 51/411 +I ' _ +I �. a
Overlapping Geogrid for Proper 6 W -
ALL BACKFILL MATERIALS ARE TO BE COMPACTED TO 95% MODIFIED PROCTOR Additional Geogrid Overlap Fiberglass Pins N ,� • N
Anchorage (Typ.) �, r z
z
Extend Wall Height 14 0 .�, � o -
FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE. Additional Drainage Fill Front Face
Hll I I I 1 I 11111111111111111111 I I —
Extend Wall Height /2
GEOGRID MUST BE APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS. 1811 18" Q
J
--
ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION W
PINS TO THE END OF THE GEOGRID H /4 _ W+ 1211Cap Unit Plan Cap Unit Plan
GEOTEXTILE FILTER FABRIC SHALL BE MIN. 4 OZ. FDOT D5 OR EQUIVALENT.
Section Universal Straight Split
Drainage Fill Ca Unit Option Ca Unit Optionirl
DRAWN
ALL SOILS MUST BE COMPACTED IN 8-INCH LIFTS TO 95% MODIFIED PROCTOR AS DETERMINED - - p p p
BY LABORATORY TESTING, AND A COPY OF THE TEST RESULTS PROVIDED TO THE ARCHITECT. Note: Leveling Pad Detail
1. Check with manufacturer specifications
-'' �'Dimensions &Availability �Dimensions &Availability R.C.H.
IT IS ASSUMED BY THE ARCHITECT THAT THE WALLS ARE CONSTRUCTED IN ACCORDANCE H /2 on correct direction of orientation for Will Vary by Region Will Vary by Region CHECKED
WITH
SYSTEN PRODUCT MANUFACTURER'S SPECIFICATIONS AND GOOD CONSTRUCTION geogrid to obtain proper strength, T.H.
DATE
04/10/14
PRACTICE. 2. Corner units recommended for outside SPECIAL CONDITONS SCALE
I. a Ie y
WITW > THESE DRAWINGS SHALL BE REVIEWED BY THE CLIENT AND ONLY. THE GENERAL,GENERIC REPRESENTPJONS ARE INTEi{OED
corners. Availability May Vary. THEIR USE SHAD CONFIRM THAT THESE DOCUMENTS TO ALLOW THE FLEXIBILITY TO SELECT EQUIPMENT ANO SIMILAR. C�
IT IS RECOMMENDED THAT THE ARCHITECT AND/OR A REPRESENTATIVE OF THE SYSTEM INCLUDING AIA DINT GENERAL CONDITIONS REPRESENTS EQUIVALENT MATERIALS ETC. IC CONTROL COSTS AND ALLOW AS NOTED --J
THE ENTIRE PITO INTEGRATED AGREEMENT BETWEEN THOR AND CONSTRUCTION
SYSTEMS N{D PRICING.ANY LACK OF SPECIFICITY � � 11,NEINRICHS ARCHITECT AND 1}IE CLIENT (REFERRED TO AND CONSTRUCTION DETPILS SHALL N07 BE CONSTRUED AS N{
AS TIE'OWNER' IN AIA DOCUMENT A201 GENERAL. INCOMPLETE OBLIGATION ON THE PART OF THE ARCHITECT OR JOB NO.
PRODUCT MANUFACTURER BE PRESENT DURING THE FIRST DAY OF WALL CONSTRUCTION FOR H / CONDITIONS OF THE CONTRACT).OFTEN THE CLIENT AND THE RELEAVNG THE OWNER/CONTRACTOR/OR OTHER USER FROM Keystone Retai n i n( Wall Systems
CONTRACTOR ARE ONE AND DIE SAME IN SUCH CASES ARE PERFORMING OR COMPLETING THE WORK IN TOTAL COMPUANCE
Geogrid I n sta i I at o n at Corners APPLICABLE TO THE REFERENCES OF BOTH THE'OWNER' WITH THE GOVERNING CONES AND SEPARATE
WRITTEN OVERSIGHT OF CONSTRUCTION QUALITY AND METHODS. AND THE'CONTRACTOR*IN AU DOCUMENT A201 GENERAL DOCUMENTS MAY BE FURNISHED BY SEPARAT£WRITTEN Typical Wall Details >�
CONDITIONS OF THE DOCUMENT.NO CONTRACT PDNINISTRATiON CONTRACTUAL AGREEMENT.
BY THE ARCHITECT IS TO BE PROVIDED WITH THESE DOCUMENTS SHEET NO.
:g UNLESS SPECIFICALLY PRONDEO BY SEPARATE WRITTEN THE AGREEMENT SHALL BE LIMITED TO THE WORK DIRECTLY i
THE ARCHITECT SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL DOCUMENTS AGREEMENT.ALTHOUGH THE USE OF THESE UNDER DU THE RAND THE
E CONTROL (. ,' CAU.Y ME
DOCUMENTS MAY BE FOR TN'c BENEFIT OF OTHER PARTIES BY PRODUCTION PILO TFIE EXTENT OF THE SCOPE OF THE
SEPARATE CONTACTS WITH THE ARCHITECT'S CLIENT OR PRODUCTION OF THESE DOCUMENTS ONLY).THE ARCHITECT � N
BETWEEN PARTIES NOT KNOWN{DIRECTLY BY THE ARCHITECT, SHALL NOT BE RESPONSIBLE FOR THE IMPLEMENTATION BY �t O
INFORMATION PROVIDED OR IF CHANGES ARE MADE FROM ORIGINAL DESIGN OR LAYOUT. SUCH AGREEMENTS SWILL NOT BE CONSTRUED TO CREATE A OTHERS OF RIE WORK DEPICTED BY THESE DOCUMENTS OR A��lV,'0.ECE POMPANY
CONTRACTUAL RELATIONSHIP OF ANY KI{{U Dc'7WEEN THE THE USE OF THESE DOCUMENTS BY OTHERS.THE USER OF '7 A C -P
ARCHITECT AND SUCH THIRD PARTIES(CONTRACTORS,OWNERS. THESE DOCUMENTS SNWLI.BEAR THE RESPONSIBILITY OF '-4444 W !SlI1 Street
7 TENANTS,ETC.).THESE DOCUMENTS HAVE BEEN PRODUCED OBTAINING ADDITIONAL AND MORE SPECIFIC DETAILS AND/ - ••R AND INTENDED TO BE OF SUFFICIENT DETAIL FOR PERMITTING OR ENGMEEl WHICH MAY BE DESIRED.
Minneapolis, N N 55435
952-897-, 040
D M � /, ' OF ONE SHEETS