Laserfiche WebLink
4 w <br />U <br />� z <br />� <br />t � <br />� W <br />�� <br />CONCRETE PIPE <br />ENCASEMENT, <br />REF. DETAIL <br />THIS SHEET <br />1 EMERGENCY SPILLWAY INTAKE STRUCTURE <br />PLAN <br />0 1 2 3 4 <br />Scale in Feet <br />$,� <br />$, 0 „ $„ � <br />#5 BARS @ 12" O.C., E.W. � <br />30" HDPE <br />WALLANCHOR <br />#5 BARS @ 12" O.C., E.W. <br />� I I � a #4 HOOPS � <br />EL.88855 6 � a <br />� � a <br />p 1 t0" a e <br />° a EL.8884.0 <br />� • <br />5'-0" <br />30" DR 17 HDPE <br />PIPE <br />#5 BAR, 4'-0" LONG. EXTEND INTO <br />SPILLWAY INLET TO CONNECT TO <br />LONGITUDINAL ENCASEMENT BARS. <br />(fYP. 8) <br />6 <br />ia <br />1 %" SCH 80 A53 <br />STEEL PIPE <br />(TYP 7) <br />� � <br />4'-3" <br />s <br />18 <br />67.6° <br />EMERGENCY SPILLWAY INTAKE STRUCTURE � <br />TRASH RACK SECfION 18 <br />0 1 2 3 4 <br />Scale in Peet <br />NOTE: <br />ANCHOR PIPE TO PREVENT FLOTATION DURING <br />CONCRETE PLACEMENT. CONTR,4CTOR TO <br />SUBMIT PIPE FLOTATION PREVENTION PLAN TO <br />ENGINEER FOR REVIEW. FLOTATION UPLIFT <br />FORCES SHALL BE BASED ON 150 PCF <br />CONCRETE DENSITY WITH A 1.25 SAFETY <br />FACTOR. <br />� 3 ,_ 6 �� �J <br />� <br />30"DR17 <br />HDPE PIPE <br />k5 BARS @ <br />6" O.C. <br />8 - #5 BARS <br />AS SHOWN <br />OPTIONAL CONSTRUCTION / 2'-3" � I <br />JOINT. EXPOSE AGGREGATE J 4'-6" --j <br />ON TOP SURFACE. <br />EMERGENCY SPILLWAY PIPE o <br />SECfION 18 <br />0 7 2 4 6 <br />Scale in Feet <br />ADD EXTENSION PIECE TO <br />WALL ANCHOR. TRIM FLUSH W/ ANCHOR BOLT <br />WALL SURFACE. SLOT (TYP 3) <br />a ° I°, e <br />NOTE: <br />HOT DIP GALVANIZE TRASHRACK <br />AFTER FABRICATION. <br />8'-6�� s" <br />(FIELD VERIFY) <br />MIDDLE r / <br />3�_$� 3 � 8 � 5�2 <br />7" % 3'-8" LONG <br />1'-0" TYP. � � STEEL PLATE <br />+ + + + + + + <br />A36 FLAT, �' X 4" �„ � I-- 1" 2" � <br />/ I <br />TRASHRACK LOWER BRACE � ANCHOR BOLT <br />DETAIL 1 e (TYP. 3) <br />� Z� $�fi 8a <br />� 3'-8" --� PIPE <br />UPPER ANCHOR ,� <br />� � � � DETAIL IS <br />A36 FLAT, 2" X 4" ---{ 4" 6" �YP 7.�HOLES, a Z 4 8 �Z <br />Scale in Inches <br />TRASHRACK MIDDLE BRACE � <br />DEfAIL 18 <br />� 31_811 � <br />-� - I - + - F + + + TYp <br />A36 FLAT, �" X 4" ye <br />LOWER BRACE <br />TRASHRACK UPPER BRACE � <br />DE iAIL 18 <br />o � � 2 3 3 �2� - <br />Scale in Feet <br />�---- 4'-0" ----� <br />° d e. tl < <br />a q <br />° , , 2 �_�,� <br />�p�� #5 BARS (a� 12" O.C., `• e . � <br />E.W., E.F. ° a <br />EMERGENCY SPILLWAY INTAKE STRUCTURE � <br />SECiION 18 <br />0 1 2 3 4 <br />Scale in Feet <br />onnvxxc No. r�Fen6� <br />�---- z�_2" ---� <br />L _ � �" SCH so <br />7 PIPE <br />•� 3/4" x 5 Y�" 316 SS SP�LLWAY <br />ANCHOR BOLT W �� <br />30" OR 17 (TYP. 3) <br />� HDPE PIPE 3�'Z� <br />#5 BARS � 12 LOWER ANCHOR � <br />CONCRETE ' � a � °��� 18 <br />ENCASEMENT O.C., E.W. <br />0 2 4 e iz <br />#5 BARS @ 12" scak in Inches <br />This drewing fogeNrer wdh ds perenf eledronic media hle �� onh w� er <br />is fhe proPeM � K' W. ��lw 8 Asaodetes, uMess Qo +��no ot <br />Wherwissezceped,ws�eraeded6ywn7tenegreemeM ISSUED � Z � � <br />wxnrnsaa„ruar.dmu,.m�a�ocx. rcrs��neaonrne FOR � � <br />e,rPrvss co�dnan mer d snen rwr ae rePmdd�d, coPiea, j Q <br />m.usearo.enyanerawom�nenwwhk�hals REVIEW W Q <br />� <br />s➢ecHlcalN hwMShed �Nrout the F'� wrmen canseM a a . <br />seid W. W. Wheeler 6 Associa(es. Q <br />O.C., E.W., E.F. <br />EMERGENCY SPILLWAY INTAKE STRUCTURE � <br />ENTRANCE WALL SECIION IS <br />0 1 2 4 6 <br />Scek ia Feet <br />run nr rse�qwu FiN R ecoN <br />ISSUED PDR SEO MPROVAL <br />z�. 3r � <br />� <br />vo�scnxn.a� <br />Ziegler Reservoir <br />Snownmss ViYege, CO <br />Ziegler Reservoir Enlargement <br />Emergency Spillway Intake Structure <br />Plan, Sections, and Details <br />UPPER <br />ANCHOR <br />PLATE <br />2 3 /" SLOT <br />' 3) <br />UPPER ANCHOR PLATE �� <br />DEfA1L 18 <br />o z a a tz <br />Scale in Inches <br />_� W. W. WhssNr md Rssodctss, inc. <br />-, ��f][Bf f�650UfC65 ff1��f16815' <br />fnywee0.41nod� �0110 <br />CLIENT: Snowmass Water and Sanitation Distrid <br />��• sr�er <br />1257.04 18 of 23 <br />�N ,� � C 1966 <br />