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FI�L `' ��� e s���r � WATER D <br /> P�t VI � 4 :'��� � 18„> MIN �� ��� EPTH � <br /> N EW TEMPORARY ' ,~ <br /> � k� .: � �,o � F�OOR StAB SEE ARCH ��`f <br /> p :•,' :..,.N• <br /> EXCA�lATiON SL.OPE �.`'t;:'~,:. o <br /> . � ACCESS Hc�I�E ���:��°;.:y;,;.;t:.:�� , DRAWING� <br /> ... ., ., .. . Sl(STEM LC7A€} C�A�ESCING MEDiA 12" BEDt�fNG <br /> � • {� . � D � � *� •, •• •• � O � .. � . . <br /> 7 \ d . � }I �.� . {' :t S- � ' <br /> #t , , �' F <-,-Y RATE� F(7R HS2(} <br /> � � ��� cov�� �� aRa�N � � oo � :�. .:��- � �t�,,��M� v s. <br /> r�---4 TYP, °, � RCtCK {6" MIN AROU�#D � � <br /> , ' � � �. �, .. � Q <br /> � �� �tr PIPE} a . ` «� TREATMENT WATER <br /> BAFFLE � o. �"'` STEPS ° , �' STRUCTURE !D FLQW QEPTH MOdE�* <br /> - �" TYP. WA�.L . p �� �! ,�, �\ r�\��\ f <br /> ° .. ��� . 6 s� PERFORATED SEE �TRUCTURAL FQR t}lE. WATER SEPARAT4ft 1 s16 �PM s' 8ts-3 CPS Mc�DfFIEO} <br /> ° � STRUCTURA� SYSTEM � # � <br /> ' � ° DRAIN PIPE, SEE <br /> �`�--EDGE OF � C3.2 C3.2 t���/wa�r�� s�PA��ro� #2 s7c� c�M �� s�s-� c�s <br /> CONCRETE z TYPE 2 MANHCIL.E <br /> *o�r� cAST�.� �a�cAs� <br /> S LAB . <br /> COALESClNG PIAT� <br /> �or�o� �Eea�s PLAN 3 TYPICAL WA�.� & FO�TING C�R,AIN 4 OIL./WATER �EPARATOR DETAIL. <br /> �fi C� fi" Q.C. C3.� C3,3 ��T TC7 SCALE C3.0 C3.2 �QT T� SCA�.E � ` <br /> E'ACH WAY 30"� ACCESS PAVEMENT ~• s <br /> TOP REBARS NOL.E WITH FRAME � <br /> �5 c� 4" O.C. NDPE SWIRI� AND SOLIC� COVER ° <br /> CHAMBER UV C0. 2436P, GAGVANIZED <br /> . 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ORI�ICE QIAMETER (d} +•• <br /> � BAFF'�E WALL �FLAT �� � �� . <br /> TpP f R10 NflTGH/WEIR} � F'S1 �-5f� �}t SITE CONCRETE PAVEMENT 5�� �P <br /> 12" �RAVEI� 8E[}DING �� � r., <br /> EDGE OF EXCAVATIQN FS2 4-1 f 2" <br /> SECTIC�N A-A SLOPE AS REQUIRED � - <br /> PIPE <br /> FQR SAFETY � �� DIAMETER �'`j EXTEND 5 °ELB�W REMOVE 6"� 4F GRATING <br /> TREATMENT IN�.ETf(�UTLET CNAMBER � SOL.ID C3.3 C3,3 AROUND CB {1 REQ'D) BEARING BAR & �4NNEGT ""'" <br /> STRUCTU�E IC� MODEL � P�Y� TO E�BOW, IF REQUIR�D � <br /> � F��W ANG�E QIAMETER sr�Ps :� o���iNc � ! <br /> AQUA-SWIRL �1 965 GPM 180` A5--8 8' COE STD STEPS IE=* . . , b <br /> . ' � . .D. � ?' a <br /> � . t} w- Il <br /> � � . n ' . .. Q . <br /> '��;\�f� �;� �;��, *S E E C 3.� F4.�E\ ° p a ` a . p D . ' a, i4 . . : p.' � :' ������� ����. <br /> C37 a ! ��i��� '��.f/'��i'/\i , . o . , <br /> _� AQUA-SWIRL. �� fi46 GPM 18(} A5-f 6 ��,�'i.�� ��'r,��f��, F�.{�VV SPL.ITTER <br /> � ����� ��lr����� ELEVATIONS <br /> � 1 AQl1A--SWI RL �QDEL DETAIL �,��\;�,������f�.�,�����.������,'�������'�'���f%�.'�.�..��`-��,`��`�,��`��-,�\%�����`����`�r%���� �'�,�����,�`�,�``.�;��`%''� � <br /> � "��l''r�,�%���i,��\�'�,�'�\!'/�''.;'����'�1�.r,���r\�.�,\L \���,�,�i.�\`�r\�\��\�\,\%��i i�� ��1(FF�i� . <br /> � � , ���,�\��\ Z\ �,\�'`.!`�''l�'i�/�'/ /�/`�,,f\� \� "1 <br /> �. ,. ,. ��,��\�� <br /> C3.0, �3.2 C3.3 �oT To sca�� � L�}�ATION a cC <br /> SLOT � �� <br /> ;' ELEVATION SE}D�NGv�� DRAIN GROUT ANNU�A,R <br /> � SPACE, TY :� 4 RUBBER GASKETED CQUPLING �2 J � <br /> REQ'D}, flR PEi� MANUFA�TURER'S -- <br /> � 2 TYPICA� FLOVV SPLITTER � � RECC}MMENDATIflN ,C c� <br /> � � <br /> ,� �5 D a W E L B A R C,3.E� C3.3 NUT TO SCA�.E <br /> �, 12" C� 1 S" t�C <br /> �, JOINT S�.OT DRAIN �� a Q . a , . . d 4 „ ��.:�� �P����EI� ,� . <br /> � PAVEMENT GRATE, SEE � c� � C3 �„�'j <br /> � ��t C 3.3 C 3.3 � <.� fi� � , �'� c��� �� --� G3 �..�. <br /> � � .�� ,__, �:�. g����c �ECTIC�N ��3NCRETE BAC1{FILL PER ���� _� �`' �` � �► p <br /> � BAR, 1 3 4" St��.ID WEB SPACER MANUFAC7URE#� RECUMMENQATIONS .�� r� ...�"" � � � <br /> i a � � ' % , , � � a " � // i, SEE S�.4TTED DRA[1� QEl'AIL � ��� '��o���'�' <br /> � . . � e . o. ��16 TN I C�C 3 16 TN I C K pu�uc a�✓a�.�� �� � <br /> � � ' ' 9 . o p 4 A' . � � � d A : a � , a A / L°dAYE€3 �7��'�1 2�'1 f 1�t'�1 <br /> � � <br /> � . D� a '' c,. �. � � �•' a. . � . . . Q . . � � <br /> � 4 ��..� ��i Y�I 1 V�t J V S �� t�» ' � ''�- A F U}7 l I C W O R X� P E R t�I T f z s .3.. � <br /> � ' 4 RE4tttREA PRSOR 70 5'd'aFtTatiG �.R.J <br /> � �2} �4 R E B A R C Q N T W� s� . '�' A F I L.�E T W E�.D a ��t�� a�x co�meucraoro an ��z� � �' <br /> ��' 1 '--C} ' LAF' AT SPL�CE 1$'}Sb Qao��c'�cora�r`�o���.�`P�� <br /> � CL' <br /> m : � h . - xs�� cu����rr sr�ra ���as�r,D <br /> � n ; P cro `p (j3 EXPIRE.4 +I�v "�L+��1lAdS.ESi �r� <br /> :� � . � � . ; . C4NCRETE {�F,OQO PSI �:;° <br /> � $ � i��RM2T FOEt CONSCRUCTI4H HA5 �,/) <br /> p} D. . - . ..8.. �'TV� C � t4(".i2N£c�:. BEEMISSUED. � . <br /> �Illilll� <br /> REQUIREM�NTS; � ° . � � � <br /> � D' <br /> �y,.� � � ������...� <br /> LL ' Q . p ,. d ,� . uF��r�.\ . <br /> I7 , o-' . .n 4 .' ' ' .. •p '� ��D d p� <br /> � 1�� GRATE RECESSED 1 j4 MINIMUM � � ' • A � � <br /> � BELOW TRAFFIC SURFACE. � ¢ � ��; ° . ' ". fl R T`RENCH W,4L� �r� � . <br /> �' „ 14 GAGE WEL�DED SEAM-HEL �. � , : . < . }�--. <br /> � �2 INSTALL PER MANUFACTURER'S � C4RRUGATED PIPE ! {r/'� <br /> MIN 6" �MIN) FQUN�ATI�N �}N I�IC�TES: � <br /> � RECC}MM�NDATIUNS. -�•p BASE � �' <br /> -! ��1 INSTALL PER MANUF�A�TURER S RECUMMENDATIt�NS. FRAME 8c GRATE � <br /> SCAL� <br /> � � GRATE SHALL BE RATED FQR NS-20 TRAFFIC LC7ADfNG, CATCH BASIN Q [�� � �� �H��� <br /> 00 I�t Y DES. f �� Sh3EET tVp. <br /> l.. <br /> Kt��w wh�fs E: QW. oR. ��H <br /> � ���� b@fOre yt�l1 tli�g. ��. NNK ��.� <br /> � � TYPICAL S�OT DRAIN dETAI�. 7 �L.C�T QR�AIN GRATE 8 SLC�T DRAIN �C}NNECTI�1� DETAI� �.8. <br /> � _ <br /> `'� �3.{� C3.3 NOT TO SCA�.E C3.3 C3.3 NOT TO SCALE t3�'�i DATE � - 5��� <br /> � �3,£� C3.3 NQT TC� SCALE N4TE: I-•--�-- �-I <br /> MAY �0 2017 <br /> a, IF „�" QOES NOT MEASURE 1 " ' <br /> �, AC�JUST ��ALES ACCORCJIh1GLY. N'a� 212�16.UC}$ <br /> � <br />