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SE 1 /4 , NE 1 /4 SEC 1 1 , T. 28 N . , R . 4 E. , W. M . <br /> �• <br /> II s II <br /> s. <br /> 24" MIN. TRANSITION �----'--- � -'----'-� � . . <br /> FROM STANDARD GUTTER STANDARD UNIT RIM EIEVAT10N (GE) . <br /> TO DEPRESSED GUTTER (DOWNHILL SIDE OF OPENING) 51'ATION AND OFFSET LOCAl10N i �1 i - ' <br /> (CENTER OF STRUCTURE) L: i <br /> I 1 <br /> FOR SUMP UNIT 1" EXPANSION JOINT (TYP.) SDR-35 PVC COt1PLING CAST IMO i 1 � <br /> TOP OP CURB PRECAST 80X WAL� (OUTLET PIPE 'E— --'- _ � <br /> LOCATION VARIES) �- ---- � 4, 5' <br /> I I <br /> i I <br /> F�OW _ FLOW CURB (BY OTHERS) I i - � <br /> 1 � I I <br /> _ __ _ _ _ ' 1 _ _ _ _ _ _ . I I . <br /> ' ____'___ ________ I _ '__"' <br /> FOR STANDARD UNIT FLOWLINE � ��-- • —�� 6~ . <br /> NORMAL PLOWLINE OF GUTTER DEPRESSED GUTTER RIM ELEV TION, � Fl"�W GU7TER � <br /> PLAN VIEW INLET SNAPING <br /> � 1" DEPRESSION (MIN) (GE) . (6Y OTHERS) <br /> 6" THROAT DEPRESSED GUifER � � <br /> OPENINC (SEE DEPRESSED GUITER P�T TO BE DWAftF 3 � . <br /> CLFANOUT COVER LILAC. <br /> FI.OWLiNE DETAfL THIS SHEET) CASi IN TOP SLAB . � <br /> SECTION C—C <br /> RECESSED 7REE FRAME ANO GALVANIZED ANGLE NOSING � <br /> ELEVATION VIEW GRATE CAST IN TOP SLAB <br /> � e' TOP SU+B CURB AN� GUTTER (BY OTHERS) ' <br /> DEPRESSED GUTfER FLOWLINE <br /> NTS <br /> � � � - ... :• : -� ,a <br /> NOTES: INTERLOCKING JOINT � '(S�\ <br /> PRECAST TO SLAB �• THE UNIT SHALL BE PUCED ON A COMPACTED SUB-GRADE WITH A �) ' i `STREET � � <br /> STANDARD 90' NOSWG IAININUM 6-INCH GRAVEL BASE MATCHINC THE FINAL GRADE OF THE 3'_6" MULCH LAYER �"Y ' �� - <br /> CURB L1NE IN THE AREA OF THE UNIT. THE UNIT IS TO BE PL4CED i - I : T <br /> Sl1CH THAT THE UNIT AND TOP SIAB MATCH 111E GRADE OP THE INV TO TOP �] IF �'� I 1 � � �� <br /> DEPRESSED GUTTER 4 -2� i' � I�I, P '�` DOWEL BARS � 12" O.C. <br /> 'R AND THROAT OPENING . CURB IN THE AREA OF 7HE UNIT. COMPACT UNDISNRBE� -�� ` . <br /> S (BY CONTRACTOR SUB-GRADE MhTERWLS i0 957. OF MAXIMUM -0ENSIN AT +i-2R •• y1"�'ll �'I���� i �y�� FlLTER ENGINEERED ME�IA <br /> � OF OPTIMUM MOISTURE. UNSURABLE MAtERtAL BEIOW SUB-GRAOE �„� ii i:- - .k' ' <br /> E SEE DEfNL THIS - � ' . , SNF11 BE REPLACED TO THE SRE ENGINEER'S APPROVAL. <br /> z SHEE7 a.. ' ' <br /> � PERFORATED UNDERDRAIN <br /> � . 2. OUTIET CONNEC710N5 SH4LL BE AUCNED AND SEA1E0 TO 1AEEf THE . � � <br /> � e' ''� q ' 4-6" CLEAR � P APPROVED DR4WING5 WITH MODIflCATI0N5 NECESSPRY TO MEET SITE <br /> q� ' THROAT OPENING CONDITIONS AND LOC.4L REGUL4TION5. � • � e � � <br /> b � 3. ONCE THE UNIT IS SEf. TNE INTERNAL WOODEN FORMS AND � PI.AN APPROVED , � <br /> UNDERDRAIN STONE <br /> � a • PROTECTIVE MESH COVER MuST BE LEFf INTACT. REMOVE ONLY 177E 6� �TMP� S^/S/7 � - <br /> 3 TEMPORARY WOODEN SHIPPING BLOCKS BERVEEN TME BO% AND TOP <br /> � 1 • SIAB. THE TOP LI� SHOULD BE SFALE� ONTO THE 80% SEC710N S E C T f O N V I E W �� o"n ' <br /> 'J`+ � . <� ' BEFORE BACKFILLING, USING A NON-SHRINK GROUT, BUIVL RUBBER ' <br /> �� �-• ' � � d . OR SIMILAR WATERPROOF SE4L. iHE BOARDS ON TOP OF TNE LID ° ° fAOnON pueuc l[S � . <br /> � AND 80ARD5 SFALE� IN THE UNIT'S THROAT MUST N0T BE <br /> OfPANlM T <br /> w �� REMOVED. THE SUPPLIER (AMERICAST OR ITS AUtNORRED DEAIER) FILTERRA� STANDARQ UNIT ' w�� � � <br /> THROAT PROTECTION DEVICE WILL REMOVE THESE SECTIONS AT THE iIME OF ACiIVAT10N. <br /> g � NTS i sewen . uw :na ro�o ,.tia <br /> °' DO NOT REMOVE - LEAVE BACNFlLLING SHOULD BE PERFORMED IN A CARENL MANNER. � mrs <br /> a IN PLACE UMIL SITE IS BRINGING THE APPROPRIATE FlLL MATER�AL UP IN 6' LIFfS ON ALL . �'""'`�/ �' � eE� � ' <br /> STABWZED AND FlLTERRA IS SIDES. PRECAST SECT10N5 SH.4LL BE SEf IN A MMINER THAT WIL� 4tt�N • <br /> � ACTIVATED RESULT IN A WATERTIGHT JOINT. IN PLL INSTANCES, INSTALL4TION - �"`S-J+�" '� <br /> � , I I � OF FILTERRA° UNIT SHALL CONFORM TO fSIM SPEqFICATION C891 cm[u � <br /> �4 DOWEL BARS � 12' O.C. BY AMERICAST TO -. �I I� �- "STANDARO PRACT7CE FOR IN5TALlAiION Of UNDERGROOND PRECAST <br /> �g BE BENT AS NECESSARY BY CONTRACTOR PRIOR ' � I I �� PRECAST BOX WALL �'It1lY SR2UCTURES", UNLESS DIRECTED OTNERWISE IN CONTRACT � � <br /> � TO INSTALLATION OF FIELD POURED GUTfER �: uP -,� DOCUMENTS. <br /> � � 4. THE COMRACTOR SHALL 8E RESPONSIBLE FOR MLEf 12" MAXIMUM - <br /> . PROTECTION/SEDINENT CONTROL AND CLFANINC AROUNO EACH WATER SURFACE <br /> S FILTERRA UNIT. . �j p /��q�1A� p± y� iiii . ELEVATION �.�y� <br /> f��COY'�D DRF4tlYlYVl7 ���!!!� ' STREAMBED ,.��!� � <br /> � . _� <br /> u • This Recortl �rawing has been prepared, in par4 based � I I I—I—� �ii�" _, COBBLE � - <br /> � iii <br /> � SECTION VIEW on"As-BuilClnlorma[ionprovitletlbyothers. ThougM1 -IIL--II ��� . R� PER PIAN p1 . i �� � _ <br /> ` theas-builtlnPorma[ionantlthistlrawingarebasetlon -II�—� j .�, ., ` iij� � , <br /> � STANDARD FILTERRA THROAT OPENING �hebe=ta�a���o�e ���o�ma��o�, �oP�es�ma��o�s����tl � � �_L— �" Y, ' ;; i_L_ 2�� M���H <br /> e matle regartlinglM1e tlrawings accuracy. -I � I� ij '�. i/ � �—� ( �_� <br /> � _� II t' . . iii �� � � � <br /> , � I /ii �5'c. iir =� � �_I . . <br /> m N� SignetlBY � -}- 1 S� � iiii 'iii%i�i�iii� I 12" T'PE A <br /> 6 � �j�%A1;�p� � vermitlnsPecror iiiiii /iiii 6" PVC � <br /> STRFAMBED COBBLE TOP SOIL <br /> � w PrintName &TiUe �— (6"-8" COB8LE5) fi� UNDERDRAIN <br /> r SEE CP1 FOR WALKWAY LOCATION � 18" GRAVEL BACKFlIL � <br /> � ��g^-y CURB � FOR RAIN GAROEN i CONSTRUCTION GEOTE%TILE <br /> F 1 FOR UNDERGROUND DRAINAGE <br /> J_ <br /> E I � �2'��.� � 3 . . <br /> � SIOEWALK 2 <br /> ¢ ° _ -_ <br /> s7 <br /> WALKWAY 18 M�N GRAVEL BACKFILL RAIN GARDEN CROSS SECTION �� � <br /> FOR �RAINS 3� � � � . � <br /> � i' � �' - / NTS-SECTION EXAGGERATE� „ <br /> e" PVC UNDERORAIN PIPE ���/// <br /> �/ �� <br /> @ / FOR OITNCHCt1NNG MAERIALS y ' � <br /> � CONSTRUCTION GEOTEXTILE O <br /> �' FOR SEPARATION STREAM BED COBBLE (6"-8") � . �m � � <br /> E (NON-WOVEN, CL45S C SURVNABIlIT7) � � NA �88 � � <br /> � GUT OFF TRENCH DITCH �' <br /> � N.T.S. NTS �'g= Knowwhat�sbelow. 3 . . � <br /> � 1817 CHANGE ORDER N0.1—RESPONSE TO CRY PERMIT COMMENTS MC DS �' � CiIII IlBI0�Cy0Utilg. <br /> o � �j�['� � q� � COMMUNIlY TRANSIT Drawing Ne. <br /> g � {:m l�C I! � 1.� t1 0-�-�'�`•o 0 o�ew� ei o�a scai.e <br /> �: � � aV R � r. PERMITSET ���9��— s s � "°"` _ DD6 <br /> 7/07CAt8YAVENUE,surresoo ���my141'� � i'3 C1S�t � "�a �, na ke, aY 5 a " en SEAWAY TRANSIT CENTER <br /> � � Sh<et No. <br /> m �a�rr,wneazo, g,,,,� �'�oM�t ENG`� 5 s „ _ DR,4INAGE DETAILS 30 <br /> 425.2RT/0018�0.615.9900 �o�w�a Pro;�� Number � FACILIIY PLANS " - <br /> _ � No. Date Rnbion ' By Appc � S � � �7 _ 20110155.02] o/ Total <br />