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PVC PIPE (LENGTH <br /> DESIGN WATER ~-' ��� � ° ' <br /> ELEV = 13.4 �� AS REQ D.) * <br /> m <br /> .----• '� �� ° � � <br /> TYPE 2 CB 48"� ;..� '�.af PIPE � � °� �' *4" DIA. PVC PIPE Q <br /> PER COE STD � ,._, � �� � <br /> DWG 404 � : r':- ���QpO Z <br /> �-----. �o O� O��O O� O OaO��O O�Op O O�O� �O�O�O n . <br /> N 6 DIA. PVC SD, SLOPE G C. <br /> � � � �MATCH DIAMETER OF DOWNSPOUT Z� Y <br /> I o0� O��O�OC�oO°O�°O�O�°O°O » TO STORM SEWER INVERT � �F�'�'AS�l� - <br /> ,,_� o 0 0 0 0 0 0 0 0 0 0 0 0 o MIN SIZE 4 �, � <br /> ti -:: � <br /> � � � � 4"x6" PVC REDUCER �` <br /> ��, <br /> NOTE: » <br /> SURROUND STRUCTURE W/ ' � --"-�- 24 � 2�_Q°° ELEVATION <br /> QUARRY SPAL.LS 4'Wx1 'D ' '-`' IE-9.50 � ;, <br /> :a: GEOTEXTILE-SEPARATION �o as`ase w� <br /> . .. , .« ' ' ��s j�NAL E����� <br /> .�r '� .. e. . V � 1 lo� . . . � <br /> �'/r�.�.. <br /> SECTION 3 ROOF DRAIN WITH CLEANOUT g , <br /> 1 EMERGENCY OVERFLOW STRUCTURE 2 TYPICAL OUTLET/INLET PROTECTION DETAIL c3.p c3.4 NOT TO SCALE � <br /> � C3.0 C3.4 NOT TO SCALE `n a <br /> C3.0 C3.4 <br /> NOT TO SCALE � � o - <br /> � o <br /> � � � <br /> � � � <br /> SURFACE VARIES, �_ ,; � N <br /> SURFACE VARIES, � � � <br /> SEE PLANS SEE PLANS FINISH GRADE 3/4" � BAR ` <br /> TRASH RACK (SMOOTH) W/ENDS � `'�' � <br /> WELDED TO BAR <br /> �\��\,��j �j��\��\� �����j� ��\�� ' FRAME, 4" Q.C., . <br /> NOTE : �NP•� � <br /> . �%// � STRUCTURAL FILL /� � ALL STEEL PARTS MUST BE <br /> , <br /> �%/ �i GALVANIZED AND ASPHALT � � <br /> �\ \�� „ �� STRUCTURAL FILL COATED AFTER FABRICATION » » <br /> % 9 PIPE 9 , 2 X5 ANCHOR � <br /> O.D. � (TREATMENT 1 OR BETTER) STRIP WELDED � <br /> ! PLAN TO 3/4"s� BAR <br /> » » i� <br /> 9 P I P E 9 / ; o 0 00 000 000 00 00 00 00 <br /> 0.D. %� � �°°o�o �o°o �o�°o�o°o���°o�o�°o�o°� o�o� o000 o FRAM E. <br /> \\ GEOTEXTILE � BgQ 88�(�'�� 8�� � 8��(�'B�oC�'8/�2�a <br /> SEPARATION / / / / / / / / / / / / / / <br /> � � ::::.:: ..:.:.:.: ��� :: BEDDING �\ \�i\��i\��i\��i\��i,�i\��i\ \��i\��i\��i\��i\��i\��i\� . <br /> .... .... ..... � 000000$ o000 000 � <br /> . .. � � <br /> � � ::._..:.:.. . : : ,, �������� • � <br /> Y ..::.:.;.._� _.:.:.:::::: � ��°�° a° / FOUNDATION GRAVEL 12" CRUSHED SURFACING Q � <br /> , �:.. ,_ . .. .... ' �\/��/���\, AS DIRECTED BASE COURSE <br /> � c� y\ \ \ \ \ �\� � <br /> 45' > o- _ <br /> � z Z �/i�//�//�/i�/� <br /> J � o PREPARED SUBGRADE <br /> W - � (1� <br /> � `r m J <br /> � END VIEW ELEVATION Q <br /> � � <br /> � TYPICAL STORM DRAIN TYPICAL STORM DRAIN TRENCH � <br /> "' 4 TRENCH SECTION — PLASTIC PIPE 5 SECTION — DUCTILE IRON PIPE 6 GRAVEL PAVING SECTION 7 TRASH RACK DETAIL � o <br /> U <br /> I <br /> 0 <br /> � - C3.4 NOT TO SCALE - C3.4 NOT TO SCALE C3.� C3.4 NOT TO SCAI.E , <br /> , C3.0 C3.4 NOT TO SCALE Q Q <br /> °' � Q <br /> ���, �8„ Y <br /> PIPE O.D. 4.C. U V � - <br /> � 1 ' MIN 1 ' MIN 2�, � 0 w <br /> � ---.....__„�_ (� � <br /> �-' PIPE O.D. � � Z <br /> Y ' � 1 ' MW � � END CAP OR PLUG '� � � <br /> � GALVANIZED BOLTS 1 M N <br /> 6 NOTCHED GRADE � � � � U � <br /> � _ „ „ � CLEAN OUT 2�� Y � <br /> � _ _ BOARD 2 x2 �� � 6" PERFORATED PIPE 2" GRADE BOARD Z ; <br /> � I — - . W <br /> NOTCHES 18 O.C. q A NOTCHES � Q <br /> � m PRESSURE x — = I ° ° I I �=I _ p �.ai� FLAT/LEVEL NPICAL NOTCH DETAIL IN 2x 12 BOARD �" [r <br /> -� TREATED � � , TYPE A CB WITH SOLID t/') <br /> .� z a — I � . � I(�i_� COVER (LOCKING) � <br /> > BOARD � cn � o . p I o �_ NOTES: � <br /> � ''� — ° �a — 1 . THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT � � <br /> POINT DISCHARGE AND OR EROSION. � <br /> o � � � � a INFLUENT PIPE � Q <br /> � 4"X4" SUPPORT PO � I �p 6" PERFORATED PIPE �" <br /> p � -- LAID FIAT 2. TRENCHES MAY BE PLACED NO CLOSER THAN 10 FEET TO � (/) <br /> � 6" MIN _ I = ❑� � CLEAN OUT ONE ANOTHER. � � <br /> N —I 3. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO � <br /> � ! FILTER FABRIC � <br /> - CLEAN (55% FINES) � � � FOLLOW CONTOURS OF SITE. � SCALE AS SHOWN <br /> . � 1 -1/2" TO 3/4" WASHED , °ES. LKJ SHEET No. <br /> � SECTION A-A ROCK PVqN 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS SCALE IN FEET Know what s beIOW. °R� PAH n <br /> � TO ENSURE GRADE BOARD REMAINS LEVEL, MINIMUM 12.5 C1II before you dig. �H. `,3.q- <br /> � SPACING. 40 0 40 8o HNK <br /> F.B. <br /> � 8 GRAVEL DISPERSION TRENCH NOTE: i__ "�" .-� DATE °� - �'�'� <br /> MAY 9 2017 <br /> 0� C3.0 C3.4 NOT To S�A�E EAR LY S IT E G RAD I N G P E R M IT S ET ADJ'USTDSCALES A C4RDINGLY" NOE ' <br /> 212016.008 <br />