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10,730
<br /> 10,730 69' 15 0- —'+ 7'
<br /> _Dam Crest El. 10.725.0 I Crest width 12' 7•
<br /> — ` Protection post \
<br /> IU,720 I — Gate lift pedestal \\ Emergency spillway crest
<br /> See detail I _A ____v El, 10.717.5
<br /> Sheet 4 1.8 \� Fill as required
<br /> l N Existing \ above el, 10.705
<br /> Slope for irate stem
<br /> � Stem support pedestal Installation 0,70
<br /> 0,710 See detail Sheet 4
<br /> I -1 A _E1. I0_705.0
<br /> 2 Zone 1 1.5 New Slope (2:1) 12 7' (t )
<br /> Impervious material on gate stem line 4xistlng Bench• r_ YP 10.700
<br /> Compact to 98% Standard 2 \
<br /> ,70o u
<br /> Proctor density Zone 2
<br /> f-X,',t -
<br /> ., Rcndorn parv+u" ai J
<br /> em-per v our
<br /> m a. t to /�3 nc:;r : 10 690
<br /> �"''e = \ it / rProctor density
<br /> ____._.---.._-- _ --- 17'. approx. M L r
<br /> Concrete outlet headwall � ^--- � ;I�f.r -:>i --- - - � �
<br /> See detail Sheet 5 25 „__�____�� �. �, :__ Inv. el. I0,b81.0
<br /> -- - - - - - �-- 0 �% Slope
<br /> 10 680
<br /> -- -- ------ _ r r , I �r 63.4 Elbow 10 0
<br /> \ \ 0.5 l x l� � 15' -J. RCP
<br /> �I. 10675.0
<br /> Cutoff collar -' 0.0
<br /> ri � \ �\ 24" Dia. RCP See detail Sheet 5 Q\\ `�\'� `� \ \ \ \ 10.670
<br /> 10.h7U s'
<br /> �� Bedrock. 2
<br /> Location Existing
<br /> Slope
<br /> I I I I I I I I I I I 1 I 10,660
<br /> 3+20 3+00 2r80 2+60 2+40 2+20 +00 +80 +60 +40 +20 h 00 0+80 0+60
<br /> STATIONS
<br /> DAM EMBANKMENT SECTION
<br /> 4 6-
<br /> 0 4` i`la arm p'�a
<br /> Structural tee. WT 4x12 �� ,� � I i,�
<br /> NOTE: / / ct — er
<br /> / i 7;' i �� f J _ `w �i` ✓i I,`. t %':;.\' rltln ' 1 ✓ + 'f tiFi tI inert el Itf 3 d u ,ms or �', } ;� D 0 0`
<br /> ;r,� !�n15tinc 24 LMP _ „ -17 _ _
<br /> d f
<br /> a C ondwt shall be grouted c��r,r . n _ �J
<br /> t lean concrete z tc: Z t r\_
<br /> �,. to constru tlon , T — —,_lid with C
<br /> corrcdad or faded '/4 x 18' -)alva one � `� _ ti _�� ? u w / t_ �� /. � � �. s �';� .( N,
<br /> {- - Its eLhr e ter"tfi �'� fill material v/ ��
<br /> t.rt any lot.c,�or t �I�.I! be excavated (( i y anchor bolts
<br /> and re move j In Ile- - 1. grouting and I -
<br /> cutoff/filter consir, _u( rl. I � ' Vl l `—
<br /> \�. / / T — r II T pe111 f rar
<br /> o f o _ — _
<br /> � I Type — w -
<br /> / Y ilt,-r ,� r
<br /> See dera,l :t �at Hand place nprap �" @j Z 2
<br /> v
<br /> -.-y :z .�',
<br /> %�---- o i/ o within 2 of Zone 2 f III
<br /> One fill a
<br /> top of tee
<br /> % 24" d+c. Bypass conduit 10.724.7 - 10' wide bench '
<br /> tapproxlmate location) 11 '';
<br /> C� �,• � ' SECTION A-A
<br /> __
<br /> I ; .
<br /> Pr P g TYPICAL GATE STEM COVER
<br /> 10.725 -� I -
<br /> \ 6 'Iv2 Scale
<br /> jj �
<br /> I B —
<br /> i = bore. Hole OW-1
<br /> ll
<br /> 4 6 f t
<br /> _ - El, 10.704.3 _ 2
<br /> r
<br /> / . - -- - . a
<br /> Filter diophr igm ? 4, #4 Tie 12 a
<br /> 7 >
<br /> ee drtoil Sheet 5 + -li L
<br /> U i I \ o 0 �
<br /> 0 _remove conduit below filter / I \I v 3/4" x 18" Gah✓. u a
<br /> \` { anchor bolts n o Str ,r ul al t< e r"/T 4x12 Q
<br /> v�' 44 Reinforcing - o o � �V��
<br /> _ II Approx inlets of _ a- a p8 1995
<br /> i � I
<br /> STI6885,43� embank rani ut c at one foot S�p
<br /> \ W Pointe, rumL I.-r eta Geo\o9Y
<br /> �Ec_TION �-C _..I
<br /> EN
<br /> q84
<br /> \ ,- _ !!
<br /> ' i � -- - -j � W 4ZLo4
<br /> _ t
<br /> ---' r j t : .r-., - I �� I I � � I � �� III I E•istr - r :t ^.:h. -
<br /> -_ ._ . TAGS MARKER DETAIL
<br /> �ondwr Inlet gee short � 1 I
<br /> ` Inv. el. iU.bbl.8 I 1 �� ✓
<br /> �i __-- F',�nar le STAGE MARKER SUPPORT PEDESTAL. Sale
<br /> removed --
<br /> t . wner \I �,— SCQI@ .--- l_ - 1� i.J
<br /> \ be rem I \ ✓ - -
<br /> ANNOU
<br /> r,, 2 4 li f t
<br /> I
<br /> I �, I III o I c � 1.51 (I, � _
<br /> 0
<br /> Existing channel ?s, -- ------- -- —~ _
<br /> ri
<br /> fie- SHEET 2 OF 5
<br /> 1
<br /> No Revulo% Date r B; I[ ,n CYPRUS CLIMAX METALS COMPANY
<br /> ` I — --- -
<br /> - ----
<br /> _� ,,���� j I
<br /> Em mcnt sccilon rev r . t, ,.; ,t - Tft rti I/G5 D ' EAC)LE PARK RESERVOIR OUTLET WORKS PRC)JECT
<br /> _iQr' 5.' � ---
<br /> 1� r/9/9 DC., I�
<br /> � � � � f DC' I ,'�,a E=MBANKMENT SECTION AND
<br /> ModlFled Inlet structure i r n
<br /> C L NERAL `:II1 E PLAN Dam Crest El 10 725 - — -- ----- — -- —� — - — GENERAL SITE PLAN
<br /> Added stage marker dEtAL 7/b/95 DCS a_k :Dc- JAF tr4
<br /> Feet 4 —
<br /> C_e_�ar rwc. N<, ----
<br /> Q JO - OO J(� ------ ---- - - -- - —JW. W. WHEELER AND G`INEE INC.
<br /> — WATER RESOURCES' ENGINEERS
<br /> 5 I( L'1 ` ' ,/ ``, ENGLEWOOD. COLORADO
<br /> Permit Number _/W/y'��'-7/ �
<br /> Class:ElPermit
<br /> Section/Exhibit
<br /> Class:�y./Revision _._._._._._._._._._._._-_-_ -
<br /> i-Typesbq --------a),7- ----D -G��-�s------- /
<br /> - - -------- - -
<br /> ' Glass:❑Report�Hydro❑General
<br /> Doc Type:
<br /> - _—_-- --_-___________________-_--_____------ ------
<br /> DApplication(Coal only) ❑Bond❑Enforcement ❑Inspection
<br />
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