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CURB CUT
<br />CURB CUT
<br />�
<br />ORTH
<br />� �CONCRETE BASIN PLAN
<br />C20 1"=20'
<br />o zo' ao' So'
<br />SEE UwDSCAPE PLAN�
<br />FOR PLANTINGS
<br />SEE lANDSCAPE
<br />FOR P�qNTINGS
<br />� .. BASIN 3 '�
<br />DRAIN TILE TO �: - ��
<br />CATCH BASIN E ` t = � -e
<br />(sEE sHEEr c3oo) r-' '� �,,,
<br />PLANTING MEDIUM/INFILTRATION MEDIUM J
<br />SHALL CONSIST OF BO% CLEAN SAND. 20%
<br />TOPSOIL MIXTURE. wELL BLENDED. SEE
<br />SPECIFICATIONS
<br />NATNE UNCOMPACTED
<br />TOP OF CURB/
<br />FINISH GRADE
<br />� ',BASIN 3 � <
<br />�'. �- 6' REMFORCED
<br />,�. ,� ,� �� ,� ^ � � y4 — CONCRETE BASIN
<br />'� 1^'N- � v' �1._r+,`^'l i �.
<br />,- a_:-� ..:`_
<br />6� PERFORATED PIPE
<br />PER MNDOT 3247
<br />WITH FABRIC SOCK
<br />SVBDRAIN FlLTER MnTERIAL
<br />FINE FILTER AGGREGATE
<br />PER MNDOT 3149.2J
<br />GEOTEXTILE. TYPICAL (MNDOT
<br />3733. TYPE 7) TO WRAP AROUND
<br />FILTER MATERIAL
<br />WEIR
<br />PLANTING MEDIUM/INFILTRATION MEDIUM J
<br />SHALL CONSIST OF 809 CLEAN SAND. 20%
<br />TOPSOIL MIXTURE, WELL BLENDED, SEE
<br />SPEqFlCATI0N5
<br />NATNE UNCOMPACTED
<br />�
<br />�
<br />/ � �
<br />:;�'` ,ili�'I �
<br />�'.�w'.,,'I
<br />/���> Ili�l
<br />DRAM TILE TO
<br />CATCH BASIN C
<br />(SEE SHEET C300)
<br />;i. �:
<br />_�!+ `�,�2.
<br />r .._
<br />��f� �fl".
<br />' ' .�5 v�
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<br />IIIIIIII i111111i
<br />... ' � �
<br />5 .3
<br />949.3
<br />948.8
<br />948.3
<br />946.3
<br />945.8 .::F-'r+.�.:K^. £CS���
<br />945.3
<br /><4. - `��:� `�
<br />Ti' -� .. :
<br />i1BASIN 1 �BASIN 2 i1BASIN 3
<br />ND SGLE NO SCALE NO SCALE
<br />nCONCRETE BASIN DETAIL — ELEVATIONS
<br />C2O1 NO scA�
<br />SEE LANDSCAPE PLAN�
<br />FOR PLANT7NGS
<br />OVERFLOW
<br />WEIR
<br />i`
<br />F� OM BASIN 1 BASIN ZILE TO ��
<br />6' REMFORCED
<br />CONCRETE BASIN
<br />L6" PERFORATED PIPE
<br />PER MNDOT }247
<br />WITH FABRIC SOCK
<br />SUBDRAIN FILTER MATERIAL
<br />FlNE FILTER AGGREGATE
<br />PER MNDOT 31491J
<br />GEOTEXTILE, TYPICAL (MNDOT
<br />3733, NPE 1) TO WRAP AROUND
<br />Fl�TER MATERIAL
<br />PLANTING MEDIUM/INFlLTRATION MEDIUM J
<br />SHALL CON515T OF 80% CLEAN SAND, 20%
<br />TOPSOIL MIMURE, WELL BLENDED, SEE
<br />SPECIFICATIONS
<br />NATNE VNCOMPACTED
<br />TOP OF CURB/
<br />FINISH GRADE
<br />6" REINFORCED
<br />CONCREfE BASIN
<br />�fi PERFORATED PIPE
<br />PER MNDOT 3247
<br />WITH FABRIC SOCK
<br />SUBDRAIN FIL7ER IAATERIAL
<br />FINE FILTER AGGREGATE
<br />PER MNDOT 3I49.2J
<br />GEOTEXTILE. ttPICAL (MNDOT
<br />3733, TYPE i) TO WRAP AROUND
<br />FlLTER MATERIAL
<br />�CONCRETE BASIN DETAIL — CROSS SECTION
<br />C20 rv0 SCnLE
<br />TOP OF CURB/
<br />CURB CUT1 FINISH GRADE
<br />OVERFLOW
<br />WEIR
<br />I I OVERFLOW�
<br />� 6' REINFORCED 'MEIR
<br />"___ __. _ . _ _. __. __ ___ ' CONCRE(E BASIN :.
<br />'� 6' PERFORATED PIPE '
<br />'�. PER MNDOT 7247
<br />�. � WITH FABRIC SOCK , � �-._. _. _.. _ _ ...... _...... .. _ _.. :_ _ __.
<br />.. : ; `____.______...__""__..._..______.�
<br />'� CURB WT . gASiN Z
<br />-f'-=" i� Y'�i E..� -a�y�i ��� . (BASMS 7& 3 SIMILAF2):
<br />_�{'; _ �t-�. +-z•,,-;— r�='"'�?� qpTNE UNCOMPACTED
<br />� . �
<br />i � '
<br />FRONT VIEW SUBGRADE " ' "
<br />.
<br />�____. _______ ____. � fi REINFORCEO
<br />CONCRETE BASIN
<br />�CONCRETE BASIN VIEWS 3 DIMENSIONAL VIEW
<br />�z� NO SCALE
<br />GEOIExTIIE, TPIGL
<br />(HN�OT 3]33. ME t)
<br />TO WRPP PROVND
<br />FlLTER MATER41
<br />SUBURPIN f1LTER
<br />AwTERInL FlNE FlLiER � ••
<br />AGGREGATE PER 19. 9_
<br />uNDOT 31a9.2J
<br />fi' PERFORAIE� PIP �
<br />PER MNDOT 3245
<br />�DRAIN TILE DETAIL
<br />C20 NO SLALE
<br />ONCREiE BASIN
<br />CONCREfE COLLAR g- � � DRwNPLE
<br />T CONNECTON ;RUSH WIIH
<br />6' DRaMiIE �Irv51DE FACE OF
<br />ISTRUCiURE
<br />�
<br />CORE DPoLL TANK AT �
<br />REOIIIRED LOGTqHS. �
<br />iIELD VERIfY
<br />r
<br />�DRAIN TILE TO BASIN CONNECTION
<br />C207 NO SCALE
<br />1`��A� ,� , � , �.�,,.,�,�.,_
<br />,�,���,,.� .��,�.�>�,��,�
<br />�.,b.d
<br />Damon Far6er Associates
<br />��...'�'�:w�
<br />a.,d�.m.
<br />Meyer, Borgman & Johnson, Inc.
<br />».� . �
<br />Y.e�.iriF.xaar.y�r.
<br />Engineering Design Initiative, Ltd.
<br />'��..�.��"�w'�.we'Me.n
<br />owap�..
<br />P� Pini & Associates, Inc.
<br />,��....e�...M„
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<br />naa�wm.�rr
<br />Elert 8 Associates
<br />o.m�ia�e.
<br />McGough Construction
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<br />I �xepy certify iM1at this plon wos
<br />mmo.oa ey me « ��ae� my a�,e�c
<br />wpervis�on an0 lhat a tluly
<br />registereA mgineer 'in tM1e
<br />Slote ot Minnesola.
<br />�.�tr�t��t_S>�rn �p
<br />_—_________________
<br />Hhontla S. Plerce
<br />41333_______ 03/31f09
<br />Reg. No. Date
<br />c �
<br />rwn BI� $�
<br />�RKTG ��RSP
<br />BASIN DETAILS
<br />C201
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