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<br />GATE LIFT STRUCTURE #4 BARS,
<br />' NOTE: REF. DETAIL THIS SHEET � � GATE STEM PLACE AS
<br />CONTRACTOR TO FIELD VERIFY STEM I DAM CREST CONCRETE SHOWN
<br />LENGTHFACTORING W DAM EMBANKMENT ELEV.8889 ENCASEMENT �
<br />__ CRMSER. _. _ _._. __ _ _ �
<br />�,_
<br />a' � ���
<br />' GATE STEM CONCRETE I
<br />ENCASEMENT WALL. �
<br />I - 8" -- - 4 ,�.
<br />, I A
<br />16
<br />� �_ 3^
<br />LOV�LEVEL OUTLET
<br />INTAKE STRUCTURE, gH' � i WEATHER
<br />' (REF. SHEET 15) I SEAL BY
<br />8861. 5
<br />GATE MFR.
<br />- BOLLARD,
<br />- --- - � GATE LIFT STRUCTURE REF. DETAIL SHEET 23,
<br />, 1 G/ FIEID LOCATE (TYP 2)
<br />, �/ PLAN VfEW
<br />I 0 1 2 3 4
<br />' Scale in Feet
<br />' � GATE ASSEMBLY
<br />EIEVATION
<br />' 0 50 100 200 300
<br />Scale in Fee[
<br />%"x 12" 316 SS ANCHOR
<br />BOLT (TYP 4) LOCATE IN
<br />ATTACH STAFF GAGE, 5" ACCORDANCE W/ MFR'S GATE OPERATOR
<br />REF. DETAIL THIS SHEET ��� T.O. DAM RECOMMENDATIONS ITYDROGATE MODEL
<br />, 3 El. 8889.0 #4 BARS, CPS-2E4
<br />TOP OF RIPRAP 3/4" CHAMFER PLACE AS -
<br />� 8" (TYP) a 9 SHOWN
<br />/� � 3.0' — 1 ,_�� 2,
<br />' ' 4 2 CENTER NUMBERS ON � \
<br />1-1/2" GATE STEM � 1 GATE STEM/
<br />FOOT-MARK, EXCEPT AT TOP 8 8 � —L GRAOUATED IN TENTHS OF CARRIER PIPE � 3„
<br />- -- — � ° 2-1l2" CARRIER PIPE -� a
<br />#4 BARS, � AND BOTTOM OF STAFf GAGE � FEET FOR INSTALLATION ON 4 a ; p� DAM CREST
<br />10" O.C. HORIZONTAL �� - ��� �� � 3H:1V SLOPE ` 5/8, ELEV. 8889
<br />12" O.C. VERTICAL --�_ a _ � /-
<br />� = = p o p__- RIPRAP - � {
<br />' d � 1/4" HOT DIPPED GALVANIZED STAFF GAGE, STEVENS �= ' e ,� a pe , e a
<br />O� STEEL PLATE CUSTOM OR EQUIVA�ENT � �°
<br />a �. O BEDDING MOUNTED ON STEM WALL � o
<br />e. � � �, 0 V 0 72.0' � ,
<br />z � � 0 a � 0 � a a �a °� a � < �i�
<br />' � 6 ❑. � FABRICATE STAFF GAGE IN a d � // // ,
<br />�, � APPROX. 6.0' SECTIONS W/ , , a �j�\ % \
<br />-r / o /\ EMHANKMENT 3.0' (TYP.) ANCHOR BOLT SIZE AND ,�/ /'�
<br />� / // SPACING PER MANUFACTURER // �� ° ` a a a a e a /���// //��//�
<br />° 6 6 RECOMMENDATION. SUBMIT �\/ /\� � ° a ° e ��� j�\/�\
<br />, w \\ \\ a � � SHOP DRAVNNG TO ENGINEER ��/��/ �/� �//\�/\�/\�/\�/\�/\�/\�/\�/\ � \�/\�/\/��/���
<br />� FOR REVIEW. / �/��/�\/��\/���/��%/�� ��//��//��/���/���/���//��//\�/���/���//�� /���/���//��//��j
<br />% // . /\ /\ 3.0' �\�,�\\,/�\/�\,/ /\�.�\ �\�,�\�,�\��\�,�\��\��\�,�\\,�\�,�\��\\, \,�\\�\\�\��\�
<br />�
<br />E I
<br />' � . NOTE
<br />6 5 , , � 5'-0"
<br />S - C-0NTRAGTOR TO INSTALL CONSTRUCTION SURVEYOR TD ESTABLISH -. -. _ ___ #4 BARS, 2'-0" LON , TIE TO GATE #4 BARS,
<br />" JOINTS AT 25' INTERVALS (NOT SHOWN). EXACT ELEVATION FOR 3TEM SUPPORT EBAR (TYP 3). PLACE GENERALLY
<br />� INSTALLATION SIMILAR DETAIL AT LOW-LEVEL AS SHOWN
<br />- OUTIET INTAKE STRUCTURE GATE LIFT STRUCTURE �
<br />� GATE STEM CONCRETE ENCASEMENT WALL e (NOT SHOWN). �aN 6
<br />, `� SECIION 16
<br />� RESERVOIR SfAFF GAGE 3 0 , Z 3 4
<br />a � � z s
<br />W DETAIL (N.T.S.) Scale in Feet
<br />Scele in Feet
<br />, �
<br />�
<br />�
<br />9
<br />1 quvN� No. t+�E�� This d/ wi f p .
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<br />� iaMepopertyolW.W.WheelerdAssoaetes,uYeas �p im2aro OcN SMM 199uEUFON9EOMpXwAI �onuxupr�n ps� p9i. �to ZieglerReservoir ��,�Jp���5�f1��f18ers
<br />� Z o(hernise excepted, w stqreneded bY �e� e9�aeme/�t � Q z�. x' � �
<br />fL ISSUED Z ara»n sen aio SnowmessY�qge,cA � as.�m.u.es�ono
<br />� � � wdh fhe dient lisfed M fhe lifle block. tt ia lunfahed on (M O
<br />FOR y � av� � sw.� ,a,o CLIENT: Snowmass Water and Sanitation District
<br />� W exFVessw�eaiontnatxaheniwtnere�rod�d,coaee. REVIEW > � , Ziegler Reservoir Enlargement �w�. SHEET
<br />' � norused/oranYWfrerp1rpoaefhanlorxiYM�Tis W Q .
<br />� � specifica/y IunisMd wifho�d fhe pn'a wid(en avweirt o/ � � ' Low Level OuTlet � 57 ' 04 16 of 23
<br />� seidW. W. Wheelar6Assocrates. Q �� Gate Stem and Operetor Details ��� �.. C 1 Q��
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