HomeMy WebLinkAboutC11.1 SITE DETAILSStandard Unit - Near Vertical Setback
Reinforced Soil
Retained Soil
Typical Reinforced Wall Section
Foundation Soil Design Height8" Min. Low Permeable Soil
24"
Keystone Cap Unit
Keystone Standard
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Finished Grade
Unreinforced Concrete
or Crushed Stone
Leveling Pad
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
1/8" - 1/4"
8"
Note:
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
Grid Depth
Typical Gravity Wall Section
Standard Unit - 1" Setback
Foundation Soil
Finished Grade
Unreinforced Concrete or
Crushed Stone Leveling Pad MAX 36"Retained Soil
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
24"
Keystone Standard Unit
Keystone Cap Unit8" Min. Low Permeable Soil
4" Perforated PVC Drainage Tile
Wrapped in Filter Fabric
(If Required)
Approximate Limits
of Excavation
1" - 1 1/4"
8"
Section
Leveling Pad Detail
Elevation
6" Crushed Rock or
Unreinforced Concrete
Leveling Pad
8" or 16"
Step
Note:
1. The leveling pad is to be constructed of
crushed stone or 2000 psi ± unreinforced
concrete.
Top of Wall Steps
(2) - 4" Cap Units or
(1) - 8" Cap Unit
Note:
1. Secure all cap units with Keystone
Kapseal or equal.
8" Keystone
Unit
4" Cap Unit
W6"
W + 12"
1/2" x 5 1/4"
Fiberglass
Pins
Front Face
Standard Unit
Standard Elevation
Standard Plan
Cap Unit Elevation
Cap Unit Plan18" ±18''8''4''18''10 1/2" ±18''10 1/2" ±4''Cap Unit Elevation
Cap Unit Plan
Geogrid is to be Placed on Level
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin Connection
Universal
Cap Unit Option
Straight Split
Cap Unit Option
Dimensions & Availability
Will Vary by Region
Dimensions & Availability
Will Vary by Region
Dimensions May Vary
by RegionStrength DirectionPLOT SCALE: 1:1 EDIT DATE: 8/30/21 - 5:01 PM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C11 SITE DETAILS.DWGPRINT DATE: 8/31/21C11.1
SITE DETAILSISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationDRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113 MWJ
Standard Unit 18 - Straight Face Details
Typical Wall Details
Keystone Retaining Wall Systems
4444 W 78th Street
952-897-1040
Minneapolis, MN 55435
Design is for internal stability of the KEYSTONE wall structure only. External
stability, including but not limited to foundation and slope stability is the
responsibility of the Owner. The design is based on the assumption that the
materials within the retained mass, methods of construction, and quality of
materials conform to KEYSTONE's specification for this project.
This drawing is being furnished for this specific project only. Any party
accepting this document does so in confidence and agrees that it shall not be
duplicated in whole or in part, nor disclosed to others without the consent of
Keystone Retaining Wall Systems, Inc.
Copyright 2003 Keystone Retaining Wall Systems