HomeMy WebLinkAboutC603 Site Details05481 US 31 SOUTH, CHARLEVOIX, MI 49720
(866) 222-8400 ext 3010 ● engineering@redi-rock.com
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JRJ
06-22-2015
JRJ
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Typical Combination Reinforced
/ Gravity Wall Section
3 Typical Combination Wall PC
062215.dwg
TYPICAL COMBINATION REINFORCED/GRAVITY WALL WITH
POSITIVE CONNECTION (PC) BLOCKS
NO SCALE
AASHTO NO. 57 STONE TO EXTEND
AT LEAST 12" BEHIND WALL
LEVELING PAD (AS
SPECIFIED)
PERFORATED DRAIN
(L)
(LENGTH OF GEOGRID STRIP -
TYPICAL)
12" WIDE STRIP OF GEOGRID
WRAPPED THROUGH BLOCK AND
EXTENDING FULL LENGTH (L) BACK
INTO REINFORCED FILL ZONE
(TYPICAL)
MOVE BLOCKS FORWARD DURING
INSTALLATION TO ENGAGE
SHEAR KNOBS (TYPICAL)
28" PC MIDDLE BLOCK
(TYPICAL)
· This drawing is for reference only.
· Final designs for construction must be prepared by a registered Professional Engineer using the actual conditions of the proposed site.
· Final wall design must address both internal and external drainage and shall be evaluated by the Professional Engineer who is
responsible for the wall design.
EXPOSED
WALL
NON-WOVEN GEOTEXTILE
FABRIC (IF SPECIFIED)
FILL SLOT AND WEDGE BETWEEN
BLOCKS WITH STONE
NON-WOVEN
GEOTEXTILE
REINFORCED
SOIL
28" PC TOP
BLOCK
GRADE TO DRAIN SURFACE WATER AWAY FROM
WALLSETBACK = 1 58"
(5° Batter Angle
On Wall)
UTILITIES INSTALLED IN
AREA ABOVE GEOGRID
REINFORCEMENT
RETAINED
SOIL
41" PC MIDDLE BLOCK
(TYPICAL)
SELECT FILL TO EXTEND hgravity ≥ 8' MINIMUM
(USE REINFORCED ZONE MATERIAL)
BURY DEPTH
Control joint (if needed)
Leveling pad or lower courses
of Redi-Rock blocks
Concrete collar
(Cast-in-place around pipe)
12" rcp protruding through wall
Remove only the minimum
number of blocks required to
fit pipe through wall
Use adequate measures to
address scour, runoff, and
other issues at base of wall
Concrete collar
(Cast-in-place around pipe)
Non-woven geotextile fabric
(AASHTO M288 Survivability Class 1)
360° around pipe and behind collar
This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility of
the design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actual
conditions of the proposed site.
Pipes Installed Perpendicular Through Wall
Section View
12" rcp protruding through wall
Use adequate measures to
address scour, runoff, and
other issues at base of wall
Plan View
05481 US 31 SOUTH, CHARLEVOIX, MI 49720
(866) 222-8400 ext 3010 ● engineering@redi-rock.com
www.redi-rock.com
DRAWN BY:
FILE:SHEET:
DATE:
TITLE:
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JRJ
06-22-2015
JRJ
1 of 1
Pipes Installed Perpendicular
Through Wall
1 Pipe Installed Perpendicular Through Wall 062215.dwg
PLOT DATE: 9/15/2020 5:00 PMPLOT SCALE: 1:2.5849EDIT DATE: 9/15/2020EDITED BY: NHORGANDRAWING FILE: P:\2018\00053\D. Drawings\Civil\Construction Documents\2018.00053.CE.C600.SD.dwg9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
REVISION SCHEDULE
NO.DESCRIPTION DATE
07/09/2019
ADLS/DP
2018.00053
NAPLETON KIA
OF CARMEL
96th Street &
Randall Drive
Indianapolis, IN 46280
APPROVAL PENDINGNOT FOR CONSTRUCTION1 CITY COMMENT 07/30/19
2 CITY COMMENT 12/04/19
3 CITY COMMENT 2/24/20
4 CITY COMMENT 6/19/20
5 CITY COMMENT 7/13/20
6 STR112 RIM 8/05/20
7 CITY COMMENT 8/19/20
8 CITY COMMENT 8/27/20
9 CITY COMMENT 9/15/20
C603
SITE DETAILS