1700 Selva Marina Dr 2014 Retaining Wall REVISIONS BY
ADDED TOP OF WALL ELEV.
1 04/24/14 R.H.
1
1
8' Min. Low Permeable Soil Keystone Cap Unit Base Leveling Pad Notes: Compac Unit - Cap Unit
1. The leveling pad is to be ��181, Width: 18„
Width
/ 4.5' Above MSL constructed of crushed stone ; *Depth; 12 *Depth: 10 1/2
or 2,0psis unreinforced i Height: 8” Height: 4"
Keystone Compac concrete i Weight: 90 lbs Weight: 50 lbs
Grid Depth = 8.0' Unit 2.The base foundation is to be
2411 Unit Drainage Fill approved by the site geotechnical
1" - 1 1/4" (3/4" Crushed engineer prior to placement of the ,
Approximate — Reinforced Soil leveling pad. r
\ Rock or Stone) �}'
Unit Face
Limits Of \ Grid Depth =6.0' � 8� .,t ,� • � � ---
Excavation \ '
Finished Grade
� c
Retained Soil Grid Depth ,6.0' N.W.L. _ 1.4' a
1� oo � BOT = + 1.0' .. . .. 0
D
Excavatio ` r :.
Limits
Note: Unreinforced Concrete
When site conditions require, wrap drainage or Crushed Stone 6° r `
the in 3/4" aggregate and filter fabric with Foundation Soil Leveling Pad Crushed Rock or =0-
Leveling
—_
g Unreinforced Concrete
drainage composite or aggregate back drain _ _ -
system, as directed by geotechnical engineer. GEOGRID: S RATAGRID 2 0 Leveling Pad 0=
E T C�--
BY STRATA SYSTEM
Compac Unit/Base Pad Isometric Section View
—
Typical Reinforced Wall Section Dimensions & Weight May Vary by Region
Compac Unit - 1" Setback
1
DESIGN SPECIFICATIONS (2) -4" Cap Units or 4" Cap Unit , , � i I EUL
WALL HEIGHT (H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING (1) -8" Cap Unit 8 Keystone I i -
MINIMUM WALL EMBEDMENT FOR LEVEL TOE IS 16" OR HEIGHT/20, WHICHEVER IS GREATER; Place Additional Pieces of eogrid \\\\ Ali I ilii ii i i i
Unit °0 -
When Angle Exceeds 20
FOR SLOPED TOE, SEE DESIGN DETAILS (MIN. 2 BLOCKS) \ O
3" of Soil Fill is Required Between
Compac Elevation
SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING WALL SYSTEM. THE OWNER OR _ -
_ gridforer_► er - _ oC
N TOWN RSR PRES NTIV _SHALL RETAIN A GEOTECHNICAL ENGINEER/ ONSTRUCTtOESTING verappin
cy
TOCONSTUCTI N. U NSUIT BLE SOILS (IF Anchorage a eTY FIRM TO EVALUATE THE FOUNDATION SOILS PRIOR
ANY), AS DETERMINED BY THE OW ER's GEOTECHNICAL ENGINEERER SHALL BE REMOVED
tCo
f -
Additional \Drainage i
AND REPLACED WITH PROPERLY COMPACTED FILL SOIL. UNSUITABLE SOILS ARE DEFINED AS Fill
h
Extend Wall Height /2
ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE Note:
WALL SETTLEMENT. `�_ Drainage Fill 1'. Secure all cap units with Keystone
k
� Kapseal or equal. �'� �' � ��' ` +I � .� LL� IJ
A REPORT OF GEOTECHNICAL SOILS INVESTIGATION WAS NOT PROVIDED PRIOR TO - - -
PREPREPARATION OF THESE DESIGN PLANS. THIS DESIGN WAS PREPARED WITH THE _ ' z -
F EXISTING SOIL CONDITIONS BASED ON PREVIOUS EXPERIENCE - Top of Wall Steps _ �- " _ g E�\J�
FOLLOWING ASSUMPTIONS O E N I -
WITH SOILS TYPICAL TO THE AREA OF WALL CONSTRUCTION: SOILS CONSIST OF A SILTY SAND
WITH AN APPROX. UNIT WEIGHT OF 120 PCF AND A PHI ANGLE OF 30 DEG. IT IS THE OWNER OR ogrid is to be Placed on Level 18"
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: F'berglass Pins, Place Next Unit.
THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED 1. Check with manufacturer's specifications Ptull Grid Taught and Backfill. Compac Plan
BY THE ARCHITECT, THE DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILTY OF THE on correct direction of orientation for Stake as required. J
OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ARCHITECT SO THE WALL SYSTEM CAN i: .R geogrid to obtain proper strength. QL=
BE REDESIGNED. FAILURE TO NOTIFY THE ARCHITECT MAY RESULT IN THE FAILURE OF THE - - " G�Id Sc Pin Connection Compac Unit .yA" t3
RETAINING WALL. -
T---
{ —
H /2 - Dimensions May Vary ( � —
'T'�"''''- b Region
FOR SPECIFIC DIMENSIONAL INFORMATION OF WALL LENGTHS AND LOCATIONS, PLEASE REFER Geogrid Installation on Curves Y ry z
TO CIVIL DRAWINGS. 8" or 16" d tj
6" Crushed Rock or 3 - -
WITH 0 0 FLORIDA F—;-
Unreinforced Concrete Step Z
SHALL BE IN ACCORDANCE T 2 1 R Leveling Pad _ _ <C -
FOUNDATIONS AND SOIL COMPACTION HAL
BUILDING CODE. Elevation -
UNIT DRAINAGE FILL IS CLEAN CRUSHED STONE, AVOID AGGREGATES THAT ARE ROUND IN Note: Ca Unit Elevation Ca Unit Elev ji
1. The leveling pad is to be constructed of �_ p I atlOn
NATURE. i crushed stone or 2000 psi 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 5 1/4" +I +I
c Overlapping Geogrid for Pr per 6 W - � � ��� -
ALL BACKFILL MATERIALS ARE TO BE COMPACTED TO 95% MODIFIED PROCTOR Additional Geogrid Overlap Fiberglass Pins �� z
Anchorage (Typ.)
Extend Wall Height /4 0 `- ► `f- �- -
FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE: Additional i Front Facet Q
Add t onal Dra nage Fill MillI I � I � r °: � � ' �� � w � � �•
Extend Wall Height /2 ' - 1811 18" �2 1 Q
GEOGRID MUST BE APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS. k �-.--_ f , r,-- J
W
ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THSCONNECTION t _ '--'
H /4 - Cap Unit Plan Cap Unit Plan t �; �---- o
PINS TO THE END OF THE GEOGRID _ W+ 12 o
it _
GEOTEXTILE FILTER FABRIC SHALL BE MIN. 4 OZ. FDOT D5 OR EQUIVALENT. 4 t — = _
_ _ _ Section Universal Straight Spli ,.
Ail
I Drainage Fill +
ALL SOILS MUST BE COMPACTED IN 8-INCH LIFTS TO 95% MODIFIED PROCTOR AS DETERMINED 11111111 1 till 11111111Unit Note: Leveling Pad Detail Cap Option Ca Unft Opti rk 9mo
DRAWN
BY LABORATORY TESTING, AND A COPY OF THE TEST RESULTS PROVIDED TO THE ARCHITECT. 111111H Dimensions &Availability Dimensions &Availa li R.C.H.
1. Check with manufacturer specifications
IT IS ASSUMED BY THE ARCHITECT THAT THE WALLS ARE CONSTRUCTED IN ACCORDANCE H /2 Allill ill1�11I on correct direction of orientation for Will Vary by Region Will Vary by Regi CHECKED
D
AND GOOD CONSTRUCTION geogrid to obtain proper strength. DA E
WITH SYSTEN PRODUCT MANUFACTURER'S SPECIFICATIONS G 0
PRACTICE.
04/10/14
2. Corner units recommended for outside SPECIAL CONDITONS t SCALE THESE DRAWINGS SHALL BE REVIEWRA
ED BY THE CLIENT AND ONLY.THE GENERAL GENERIC REPRESENTNON5 ARE INTENDED _ _ �+
corners. Availability May Vary. THEIR USE SHAD CONFIRM THAT THESE DOCUMENTS TO ALLOW THE FLEXIBILITY TO SELECT EQUIPMENT NTD SIMILAR. AS NOTED
INCLUDING AA A201 GENERAL.CONDITIONS REPRESENTS EQUIVALENT MATERIALS,ETC.70 COtI7ROL COSTS N10 ALLOW
IT IS RECOMMENDED THAT THE ARCHITECT AND/OR A REPRESENTATIVE OF THESYSTEM THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THOR COLIPETTNE SYSTEMS AND PRICING.ANY LACK OF SPECIFICITY
HEINRICH5 ARCHITECT AND THE CU"" (REFERRED TO AND CONSTRUCTION ION ON SHALL NOT DE CONSTRUED AS AN Keystone Retaining Wall I I S stem s
PRODUCT MANUFACTURER BE PRESENT DURING THE FIRST DAY OF WALL CONSTRUCTION FOR AS T14E'OWNER III AIA tlOGUMFIIT A201 GENERAL INCOMPLETE OBLIGATION ON THE PART OF THE ARCHITECT OR y y OB NO.
Ii /2 CONDITIONS OF THE CONTRACT).OFTEN ME CLIENT ANO THE RELEAVTNG THE OWNER/CONTRACTOR/OR OTHER USER FROM 1
CONTRACTOR ARE ONE AND THE SAME IN SUCH CASES ARE PERFORMING OR COMPLETING THE WORK IN TOTAL.COMPLIANCE
OVERSIGHT OF CONSTRUCTION QUALITY AND METHODS. Geo, rid Installation at Corners AND THE CONTRACTOR*
TO THE REFERENCES OF BOTH THE OWNER' DWITHOC THE GOVERNING CODES AND SEPARATE
ADDITIONAL
AND ITIO'COF THE DO U NTDOCUMENT AT GENERAL DOCUMENTS MAY EE FURNISHED BY SEPNLITE WRITTEN Typical Wall Details SHEET NO,
CON01110N5 OF THE DOCUMENT.NO CONTRACT ADNINISTPARON CONTRACTUAL.AGREEMENT.
BY THE ARCHITECT IS TO BE PROVIDED WITH MESE DOCUMENTS
THE ARCHITECT SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL CONTRAUNLESS SPECIFICALLY PROVIDED OU BY SEPARATE WRITTEN THE AGREEMENT SEAL! BE LIMICONTROL
T( THE WORK DIRECTLY _
CONTRACTUAL AGREEMENT.ALTHOUGH THE USE OF THESE UNDER THE ARCHITECTS COt1TRGl (SP£CIFlCALLY THE
DOCUMENTS MY BE FOR THE BENEFIT OF OTHER PARTIES BY PRODUCTION AND THE EXTENT OF ME SCOPE OF THE p
SEPARATE CONTACTS WITH THE ARCHITECT'STHE
CLIENT OR PRODUCTION OF THESE DOCUMENTS ONLY).THE ARCHITECT {,� �, ' „ C0NIPANY
SUCH AI PARTIES NOT KNOWN DIRECTLY R THE ARCHITECT, SHALL NOT BE WORK DEPT FOR THE IMPLEMENTATIONESEDOCUMENTS
BY / 1 777J1J
INFORMATION PROVIDED OR IF CHANGES ARE MADE FROM ORIGINAL DESIGN OR LAYOUT. SUCH AGREEMENT^>STALL NOT BE CONSTRUED TO CREATE A OTHERS OF TLIE WORK DEPICTED BY THESE UGCUMENTS OT
ARCHITECT AL RELATIONSHIP OF ANY KR10 BETWEEN THE THE USE OF THESE HALLDOCUMENTSAR H OTHERS.THE USER OH 4444 W 7th Street
ARCHITECT AND SUCH THIRD PARTES(CONTRACTORS,OWNERS, THESE DOCUMENTS SHALL BEAR THE SPECIFIC
DETAILS OF '
TENANTS,ETC.).THESE DOCUMENTS TDET BEEN PRODUCED OR ENGIN EROIG WHICH
AND MORE SPECIFIC DETAILS AND/ -
AND IN TO 0E OF SUFFICIENT DETAIL FOR PERMITTING OR ENGINEERING WHICH MAY BE DESIRED.
Minneapolis TIN 55435
952-89 1040
201., OF ONE SHEETS