HomeMy WebLinkAboutC000.210+00
Universal Wall Drain - Pro @ 20'o.c. See
Detail on Sheet C5.4
( vneies ) High WaterLevel
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Normal Water Level
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'I = Limits of ineet Foundation/Footing
_= Excavation requirements per Soils �
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Leveling Pad
Typical Gravity Water Wall Section
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RECONBLOCK
TYPES
RECON WPLL SYSTEMS, INC.
isoow.z�insraeer.azzs
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THE TVPICAL WIOTH OF LEVELING PAO W W LD BE.
14' OEEP BASE BLOCK. LEVELING PAO WI�iH IS %"
39' �EEP BASE BLOCK .LWELING PAD W IDiM 6 5t'
65' �EEP BPSE BLOCK. LEVELING PH� WI�TH IS 5]"
fi0'�EEPBASEBLOCK LEVELINGPAOWI�TH151T
66' OEEP BASE BLOCN _LEVELING PAO WI�TH IS ]B'
]2' OEEP BASE BLOCN. LEVELING PAD W I�TH 1584'
i0' OEEP BASE BLOCK..LEVELING PA� W I�TH 1590'
00' OEEP BASE BLOCK. LEVELING PAD WIDTM 159fi"
]. SETTHEBASEBLOCKPN�WECKFORLEVELFROMFRONTTOBNCH.
d EMBE�MENTSHOOL�BETHEGREATEROF6"ORW24FORWPLLSWITHLEVELGRA�EATTHEIDEREFERTORECON'SEMBEOMENT
RECOMMENOATION OOCUMEM FOR AOOIiIONAL W FORMAiION FOR WALL$ W ITH A i0E SLOPE CONORION.
5. COMPACTIONTOTHESPECIFlE�EM�B E�A NTOEPTHSHMLL9EOONEMFRONTOFTHEBASEBLOCNBEFORECOMPACTIONISOONE
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RELEASEU FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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onrE: 01 /31 /20
BASEBLOCK
PLACEMENT
RECON WPLL SYSTEMS, INC.
]fi�� W. P�b STREET, N229
SL LO015 PARK, MN 5502fi
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RECON WALL DETAIL �1
NOi i0 SCALE C5.4
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DRAWING #108
NOiE BLOCN MUST BE PLACED ON A MINIMUM 6" iHICN LEVELING
GA� CONSISTING OF %' CROSHE� STONE CLA555 OR LEAN
CONCRETE AS SPECIFlEO IN THE SRE SPEQFlC PLANS OESIGNEO
BV A REGISTERED PROFE$$IONML ENG W EER. GENERALLY THE
LEVELING PPO BASE MATERIAL MUST 9E LOMPPCTEO TO 95h OF
STAN�PR� PROCTOR DENSITY.
OUTSIDE RADIUS
FULLBLOCK
REW N WNLL SVSTEMS, INC.
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8T LOUIB PARK, MN 55028
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BASE ROW
STEP UP
RECON WNLL SYSTEMS, INC.
]600 W.9�M1 STREET, A229
BL L0019 PARK, MN 55026
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Easy Ins[allation
Aesthetically Pleasing
Reduced Labor Costs
Designed forALL B" Block
Hei�ht Easily Modified for Use with ANY size
Bloc-k or Timber
Male End Snaps into 4" Tee
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OIRECTEO PER ENGMEER � : 1
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TEMPORARY INLET /
DEBRIS GUARD DETAIL �
NOi 10 SULE 5-4 �
WALL & EROSION
CONTROL DETAILS
THE MINIMVAI RAOIVS ON THE BASE ROW OF A SINGLE
COURSE WALL IS 13'-t". SEE CHMRT FOR RECOMMENOED
MINIMUM BASE ROW RADIU$ FOR VARYING WALL HEIGHTS.