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50t LF SOLlp T�E DRAIN' , ENERGY DISSIPATOR
<br />20 LF SOLID PVC F1NG�R DRAIN �
<br />�
<br />' 40 �F PERFORATED ,' �, , F ••
<br />PERFORATED PVC TOE DRAW PVC FING�fR DRAIN ` - '
<br />(REF. SHT.12) -� � �
<br />(REF. SHT. 12) -., " '
<br />\
<br />�
<br />�;
<br />CLEANOUT � ,�,��• �
<br />�
<br />�
<br />�
<br />. . . ..� � PI:0+53.36 . `.��.�.� .PC:1+89.09 �... G 1 .. _.
<br />DRIVEWAY BP:0+00.00 °.. ��•'�'' ` - �
<br />= EMBANKMENT PI:0+55.18 0- � : �' �
<br />, _
<br />20 LF SOLID;P C,TOE DRAIN PERFORATED PVC 7QE ORAIN (REF. SHT.17)
<br />�.""���� �� �' : �� � �
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<br />a EMERGENCY 3PI6L1NAY (REF. SHT.17)
<br />�* EP� 3+42.12
<br />� ; �. � PT: 3+14.87 . .. .. . � . .. . � .. . ' �.,�.
<br />, ; EX: SOILNAlL UVALL
<br />s ,� '`�
<br />'i CiEANOUT
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<br />� ----�-� EX. WET WELL
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<br />5+�
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<br />Q+
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<br />/' FICL AREA CLEARED __ 88g5 - ; . �� . � ��
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<br />� AND GRU�BBED DURING - ' - � , . � , -"� _�� � .
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<br />- EXCAVATION WITH ZONE �_ ; ., ,��'��, -"������� . � :�
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<br />.. � ' � �3 MATERIAL � � �::' 88g � ,""� ` � `
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<br />. - ' -� � `�--_�- �,, PI 2+77.�
<br />. `--�� 8 87� g �„-�'__ �. �'�'��
<br />---_��,_ ---��--�_
<br />� ," '-��`����-�--.. - �_ -
<br />'�' � CHIMNEY DRAIN -� ��-"'-- �-� -'� �-_:. ��
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<br />' RIPRAP
<br />t
<br />„
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<br />,
<br />� EXISTINGDRNEWAYTO
<br />BE RELOCATED
<br />8950
<br />8940
<br />8930
<br />8920
<br />8910
<br />8900
<br />� 8890
<br />Q 8680
<br />j 8870
<br />-r H86O
<br />w
<br />8850
<br />8840
<br />8830
<br />8820
<br />8810
<br />8800
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<br />11
<br />ni nni �\
<br />STATION (FT)
<br />PROFILE Z
<br />io
<br />0 15 30 80 90
<br />Scale p� Feet
<br />DRnewwrvcN¢ R�nwce This dlBUinp tOgelher �+Yh RS paienl ekWmnk med /]e
<br />� - is Ma prapeAy o/ URS Corp., unbss Whe�xxise exrepted,
<br />t3 r supsrseded by aifen eqreemenl xiM tM cient 6fatl
<br />z
<br />� in fhe Mb bbdc lt ia fumished on fhe express condb'on
<br />W fhef t shel nM be repoduced, rnpied, norused Porany
<br />W ome.�,o:e m.� ro. »f�en r rs ��r�wy w�n.a
<br />�
<br />wMOUf Ihepnbrw�Ylen ronaenf o/aek l/RS (bry.
<br />ISSUED
<br />Z
<br />FOR v��i
<br />REVIEW �
<br />�
<br />fmveow
<br />8950
<br />8940
<br />8930
<br />8920
<br />8910
<br />8900
<br />8890 �
<br />8880 p
<br />H
<br />8870 �
<br />w
<br />8860 w
<br />8850
<br />8840
<br />8830
<br />8820
<br />8810
<br />5600
<br />p+50
<br />�
<br />0 15 30 60 90
<br />Scale in Feet
<br />EMBANKMENT CONTROL POINT TABLE
<br />POINT# ' NORTHING �, EASTING DESCRIPTfON
<br />1 1503877.32 2585369.60 0+00
<br />2 150382276 2585361.2�� 0+55.18
<br />- --- --
<br />3 � 1503644 54 I 2585228 50 2+77.42
<br />.___ .___. . ____ _._ _.__...___
<br />4 1503429.78 � 2585170.02 j 5+00
<br />DRIVEWAY ALIGNMENT TABLE
<br />NUMBER LENGTH (FT) RADIUS (FT) LINEICHORD DIRECTION DELTA TANGENT (Ff)
<br />Lt 53.36 S78° 53' 032T'W
<br />L2 _ 135.73 --- - - 523° 53' 26.95'W - -
<br />C1 125.78 120.00 SO6° OS' 13.08"E 060°03'20.15" 69.36
<br />L3 2725 S36° 09' S3.16"E
<br />CAMBER POINT TABLE
<br />POINT# STATION HEIGHT %MAX CAMBER(Fn ELEVATION
<br />A 0+45 0 0% 0 8889.0
<br />B 1+g0 33.97 80 % 0.4' 8889.9
<br />C 2+55 41.11 100 % 0.5' 8890.0
<br />D 2+90 39.98 87.5°k 0.4375' 8889.94
<br />E 4+50 35.30 87.5 % 0.4375' 8889.94
<br />F 4+95 0 0% 0' 8889.0
<br />� �
<br />-��� �" I ' SPILLWAY OVERFLOW' `
<br />�=' E �
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<br />� CHIMNEY DRP,IN `
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<br />�� �� ,� � PROPERTYLINE
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<br />� f 11 :
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<br />- � ��;
<br />- LOW LEVEL OUTLET
<br />.
<br />� LIMITS OF DAM ,�
<br />EXCAVATION •
<br />�`,
<br />ISSUEDFdi5E0APPRP/K
<br />PEMPRI(9
<br />�Fie RewN
<br />�zrv a
<br />e�m.ax�
<br />Ziegler Reservoir
<br />Snowmess Viage, CO
<br />Zieg'er Reservoir Enlargement
<br />Zie�er Dam
<br />Embankment Plan and Sections
<br />NOTE:
<br />1. FINAL EXCAVATION LIMITS OF GLACIAL TILL TO BE DETERMINED BY
<br />THE ENGINEER.
<br />� r�o�oovr....:
<br />GlemwoE 9prinW. CA 87�1
<br />9TY3B41131 (pipne)
<br />e�aeosa�azn�)
<br />CUENT: Snowmass Water and Sanitation DistricF
<br />�M"^�"�" SHEET
<br />1257.04 10 OF 23
<br />s°" 0 C 1966
<br />As Nokd 0
<br />0+00 1+00 2+00 3+00 4+00 5+00
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