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' 3 /4"x 8" 316 SS EPDXY 3 1/4" 1%" DIA. A53 <br />ANCHOR BOLT � BOLT SECTIONS' <br />RYP $� 2-2� 18" SLIDE GATE 3 SCH 80 PIPE (TYP 10) TOGETHER <br />%4"x 1%2' 316 SS BOLT <br />' o o GATE STEM CONCRETE (TYP 7) <br />ENCASEMENT WALL �"� <br />o GATE STEM/ (REF. SHEET 16) <br />2 ,_�„ CARRIER PIPE <br />31 ° 6/2n � (TYP Z� 36 BAR <br />, NOTE:TRASHRACKS _ � _ _ _ l <br />CLARITONMFOR \ \ 1 1�2" 616 ��6�� � 1 <br />\ <br />\ 18" D1A. INLET PIPE ELBOW g 1 � � NOTE: HOT-DIP GALVANIZE TRASHRACKS � <br />' 6'-4" � � \ (REF. DET. 4 THIS SHT.) A AND B AFTER FABRICATION. <br />1y4" DIA. A53 <br />\ 6�_�• <br />\ �� � 7" DIA. T-8 SCH 40 PIPE <br />HOLE � � C�YP 9 ) <br />� (TYP 4) �" <br />A \ 1/4 TYP <br />' 15 NOTE: <br />TRASH RACK \ 3. 5 z� <br />3 SUPPORT BEAM \ /4 x 8" 316 SS CONCRETE <br />ANCHOR BOLT (TYP 4) ; /e"x 4" A36 BAR y4 TYP <br />NOT SHOWN. � 2 � <br />� o 0 0 �RASHRACK B <br />' 3 �, �o S�oN <br />6" 3" 1" HOLE <br />I—��� � � YP 8 <br />9 6 ,_�,� f Z � � ) 3"x 4"x 3/e" A36 ANGIE � � � n Feet 3 a <br />6'-9" 2 „ 0'-3" LONG (TYP 4) <br />' #4 BAR, INSTALL 8 EA. #6 BARS X 4'-0" LONG � <br />12" O.C.E.W. TO CONNECT TO CONDUIT OUTER FIELD TRIM PIPE <br />LONGITUDINAL ENCASEMENT BARS 3 /"x 8" 316 SS EPDXY END TO BE FLUSH W/ <br />ANCHOR BOLT (TYP 4) CONCRETE SURFACE <br />' 1 LOW LEVEL OUTLET INTAKE STRUCTURE �e° 150 LB. <br />TRASHRACK A 3� SLIP-ON <br />PLAN VIEW � PIAN AND SECRON � <br />� FLANGE <br />o � Z 3 4 GATE STEM CONCRETE , <br />TRASH RACK A o � 2 a 4 �\ <br />Scale in Feet (REF. DET. 2 THIS SHTJ ENCASEMENT WALL, Scale in Feet <br />' (REF. SHT. 16) 2'-1" \\ 54° <br />SUPPORT SUPPORT CLIP, TYP 2, <br />18" SLIDE GATE gEqM (REF. DET. 6 THIS SHT.) <br />HYDROGATE MODEL a�4�x 1%" (REF. DET. 5 3 <br />HG-560 OR APPROVED BOLT (TYP 4) THIS SHT.) � � <br />EQUAL 6 ' �— 5-3 —� --- <br />' 3 /"x 5%z � � OIL SEAL " 3/8 �,_�„ <br />ATTACH SLIDE GATE TO 316 SS ANCHOR <br />BY GATE / / , 15 „ <br />CONCRETE PER MFR'S BOLT (TYP 4), ! MFR. ,._--'" �� ' �3� �_ I �6 FABRICATE FROM 18" STD. Wi. <br />RECOMMENDATIONS FIELD LOCATE ' � g" HOLE MAKE 1 EA FROM W4X13 A36 BEAM A53 GR B TYPE E STEEL PIPE <br />2-1/2" CARRIER <br />' TRASH RACK B ' PIPE BY GATE MFR. R 4 � HOT DIP GALVANIZE <br />(REF. DET. 3 THIS SHT.) � 6" PIPE SLEEVE <br />FIELD LOCATE 4 OULET PIPE ELBOW <br />SLOPE RIPRAP AWAY , . �, 2 „ SUPPORT BEAM o ��� <br />FROM WLET �� 9" #4 L BARS @ 12" O.G 5 oerai <br />, �,_ ` � 18" DR 17 HDPE <br />RIPRAP, o t Z a 4 <br />9" 050. EL 8861.05' FLANGE ADAPTER o t 2 3 4 Scale in Feet <br />18" THICK � 18" POLYPROPYLENE scale in Feei <br />s Q � ° ° ENCAPSULATED DR 17 <br />� � � #4 BARS, o #4 BARS, BACKING RING <br />, � O a a -- —- 12" O.QE.W._ 12" O.C.E.W_ — _ <br />Q a a INVERT EL 8859.00' <br />€ 4 � a ° � 8 � SLIDE GATE NOTES: <br />� � p a � � a .� � Z�q � 1. SLIDE GATE TO BE HYDROGATE SERIES HG560 HEAVY DUTY, FLAT BACK CAST <br />, x a � a � a z 2 g PIPE PDE ��4� 2 �4 � IRON SLIDE GATE OR APPROVED EQUAL. <br />� � 5'-6" 2. GATE SLIDE TO BE CAST IRON AND ONE-PIECE CONSTRUCTION. <br />3. GATE FRAME AND SLIDE TO BE CAST IRON. <br />� RIPRAP BEDDING, z�'�" a e 2� A. NON SELF-CONTNNED-MOUN�. -- <br />' s 8" THICK #4 L BARS @ 12" O.G. �, ��" CONCRETE ENCASEMENT 5. RISING STEM CONSTRUCTION. <br />a AROUND 18" PIPE. Z� 4� <br />� �� �� 6. FLUSH BOTTOM CLOSURE DESIGN. <br />� NOTE: 7 � � B�S (REF. SHT.14) � 4� 7. ANCHOR BOLT MOUNT. <br />� MAKE 2 EACH FROM 4"x 4"x Y�" A36 8. BLACK COAL TAR ENAMEL PAINT. <br />— THIS VIEW IS NOT A TRUE CROSS-SECTION. 18" X 24", @ ANGLE HOT DIP GALVANIZE 9. MANUALLY OPERATED GEARED LIFT. <br />, � IT HAS BEEN MODIFIED FOR CLARITY. a t2" O.C. 10. 1Yz" STEM, 2Yi' CARRIER PIPE. SEALED, OIL FILLED. <br />11. CONTRACTOR TO SUBMIT GATE DRAVNNG TO ENGINEER FOR APPROVAL <br />� 6 SUPPORT CLIP BEFORE PURCHASING. <br />utrnn 12. GATE AND STEM TO BE INSTALLED IN STRICT CONFORMANCE 1MTH <br />N LOW LEVEL OUTLET INTAKE STRUCTURE � MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. <br />R sECnaa ls o a a �s z4 13. GATE INSTALLATION MUST BE SUPERVISED BY GATE MANUFACTURER <br />' � � � 2 3 4 Sc�e in Inches REPRESENTATIVE. <br />� Scale in Feet <br />g R � s Fik Remrtl R.�«a e oa+� W W UMssNr oad Iluxiotss, Mu <br />� IXUWNONO. REFERENCE Tlu�sdfeWlllgfOyCfherW)fhds/ielBMBleCtrolllcrtlBdleh�9 NO� ° "' f "'"� �'BY Ziegler Reservoir =_; WoterResa�rtesEn9�n6ers <br />E a oe� aia <br />' Q 1W!?2070 OCM 9NN 63UEDFORSEO�PP110VAL °^��P�� �� 6plm4tabielo�0110 <br />' W �S fhe paperty MW. W. Wheeler 6 Associefes, aJess zr. �s' p�� siu wta Snowmess Yilage, CO <br />� V ISSUED � �_ CLIE�NT�r�Snowmass Wffier end Sa�EEr District <br />othenwseexcepfed.orsupersededby�m7fenegieemenf Z � CMdc s�fn �m�o <br />a W wrmuredre.da�.aMnrera�aiod�. ttrsn.,vanedo�me FOR � � , Ziegler Reservoir Enlargement <br />�i w e.pre"`°"°x'°"m°r�'n°n"�a°`°°`°°�rc.a`o�red. REVIEW � � � 1257.04 15of23 <br />cond <br />� W ����� LowlevelOufletlntakeStructure <br />� ° � �` C 1966 <br />�� , ��� s ������� a ���� a Plan, Sections and Details ,n�Naea , o <br />' �. sard W. W. Wfiesler & Associafes. � <br />