HomeMy WebLinkAboutALT_MAYFLOWERparkDR-C5.4-SITE DTLC5.4
1903-016KEELER-WEBB ASSOCIATESPROPOSED OFFICE / WAREHOUSE10650 N. BENNETT PARKWAY, SUITE 200ZIONSVILLE, IN 46077 (317) 253-1251WALL DETAILS 9801 Mayflower Park DriveCarmel, Indiana 46032CLIENT REVIEW4-23-2019CLIENT REVIEW5-08-20199-28-20193
ENGINEERING REVISIONSTAC REVIEW COMMENTS7-12-201919-02-20192ENGINEERING REVISIONS8" LOW PERMEABLE SOIL
Normal Water Level
High Water Level
Wall Toe Protection
Geotextile Fabric
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Approximate
Limits of
Excavation
Geotextile
Fabric
Unreinforced Concrete
or Crushed Stone
Leveling Pad
Typical Gravity Water Wall Section
Universal Wall Drain - Pro @ 20'o.c. See
Detail on Sheet C5.4
4" HDPE Perf w/ sock
0+00
UNIVERSAL WALL DRAIN - WALL DRAIN PRO
AS SPECIFIED ON PLANS EVERY 20' O.C. SEE
DETAIL ON SHEET C5.4
2+60 2+80STEP WALL @ START OF WALLBEGIN RADIUSP.O.C.END RADIUSP.O.T.STEP WALL STARTEND WALL0+40 3+00
TOP OF WALL ELEV. - 900.66'
POND POOL ELEV. - 896.0'
TOP OF WALL ELEV. - 900.66'END STEP0+20
20' (TYP)
6" CONC. FOOTING (TYP)
CONTRACTOR TO SUBMIT SHOP DRAWINGS
TO ENGINEER FOR REVIEW AND APPROVAL,
MAY SUBSTITUTE MATERIAL OR MANFACTURER
OR EQUAL PRODUCT AND/OR DESIGN