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<br /> BASE PLATE VENTS „� p. > ELEVATIONS VARY �� 4N EXCAVATION ���� � � ���� p
<br /> � � 60 P.. DRA � s�oPE As ���. . �� v�
<br /> -�-'" DAMP PROOFING � �,
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<br /> : , . / TEMPORARY :-:':• 00 ° � FLOOR SLAB SEE ARCH
<br /> � � b ACCESS HOLE EXCAVATION SLOPE : �����:� ���� � � ` DRAWINGS
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<br /> �--4" TYPr D D• ` op .� P PEK �6" MIN AROUND 0 0 _. ,°. :� .a .i , a � TREATMENT WATER ,�
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<br /> � � °o D�AIN PIPE, SEE � -
<br /> EDGE OF � C3.2 C3.2 OIL/WATER SEPARATOR #2 570 GPM 4� 816-3 CPS
<br /> CONCRETE z TYPE 2 MANHOLE *OLD CASTLE PRECAST
<br /> S�B CQALESCtNG PLATE
<br /> BorroM REBARS PLAN � TYPICAL VlIALL �c FOOTING DRAIN � �IL/WA`TER S�P�4i�AT�R �ETAiL
<br /> �6 � 6" O.C. C3.2 C3.3 NOT TO SCALE C3 p C�,2 NOT TO SCALE m
<br /> EACH WAY 30"b ACCESS PAVEMENT �
<br /> TOP REBARS HOLE WITH FRAME ¢
<br /> , �5 C� 4" O.C. HDPE SWIRL AND SOLID COVER � �
<br /> CHAMBER UV C0. 2-332P, UV C0. 2436P, GALVANIZED
<br /> EACH WAY GALVANIZED DIAMOND F'LATE COVER °z
<br /> 0 0 0 0 0 0 o DIAMOND PLATE COVER �AST-IN COVER SLAB
<br /> C�NCRE�TE SLA� i�i��i ii�i�i ii�i�i�� ����%���i ii�i �i ii�i�i CAST-IN COVER SLAB 2 PLACES -
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<br /> REQUIRED
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<br /> TOP/NO NOTCH/WEIR) SITE CONCRETE PAVEMENT
<br /> 12" GRAVEL BEDDING � �
<br /> EDGE OF EXCAVATION FS2 4-1/2" '�
<br /> SE�TI�N A-A SLOPE AS REQUIRED � --PIPE
<br /> FOR SAFETY � � DIAMETER 6 EXTEND 5 °ELBOW REMOVE 6"f OF GRATING
<br /> TREATMENT iNLET OUTLET CHAMBER � �o�io CONCRETE �� REQ'D) BEARING BAR & CO REDCT .
<br /> � STRUCTURE I� � MODEL d PlJ�TE C3.3 C3.3 AROUND C� TO ELBOW, IF REQUI .
<br /> FLt�W ANGLE DIAMETER STEPS `�' OPENING (
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<br /> � `�i��/i� , > , i��i��% ELEVATIONS
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<br /> �' 12" GRAVEL SLOT � �j
<br /> �' ELEVATION BEQDING DRAIN GROUT ANNULAR RUBBER GASKETED COUPLING (2 �
<br /> , � SPACE� I I 'a a �
<br /> REQ'D), OR PER MANUFACTURER'S �
<br /> CO RECOMMENDATION � �
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<br /> � 2 TYP I�RL FL�W S P LITTER -
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<br /> �� 12" Q 18" OC C3.0 C3.3 NOT TO SCALE � �
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<br /> � PAVEMENT JOINT
<br /> GRATE, SEE � J �
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<br /> � 6 C3.3 C3.3
<br /> � � 1 .5� � 1 5� MANUFACTURER RECOMMENDATIONS � � Z
<br /> BEARING BAR, SQLID WEB SPACER � �
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<br /> U1 GRATE RECESSED 1/4 MINIMUM � � . : � - � �; : °
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<br /> ,� 14 GAGE WELDED SEAM-HEL � ^� � �� �
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<br /> � g" CORRUGATED PIPE �'
<br /> o �2 INSTALL PER MANUFACTURER'5 MW 6" (MIN) FOUNDATION ON NOTE�:
<br /> � i RECOMMENDATIONS. g
<br /> j lYP BASE �1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. �RAME 8c GRATE '
<br /> � SCALE AS SHOWN
<br /> �2 GRATE SHALL BE RATED FOR HS-20 TRAFF�IC LOADING. CATCH BASIN ��N °ES. LKJ SHEET No.
<br /> � Know what's b�IOW■ DR.
<br /> ° PAH
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<br /> �II before y�u dig. °H. HNK ��. �
<br /> � � TYPICAL �LOT DR�lN DE�TAIL 7 �LO�f Df��41N GRATE � �L�T �RAIN ��NNECr10�1 DETAIL
<br /> F.H.
<br /> »�» OF -' SHEETS
<br /> � 3 C3.3 NOT TO SCALE C3.0 C3.3 NOT TO SCALE NOTE. DATE MAY 9 2017
<br /> � C3.0 �3.3 NOT TO SCA�E C3. � L� �I�� � �l�J � � � �V i �� � ADJUSTD�AL��ACC4RDINGLY" No� 212016.008
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