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EF�.n;tT €`d1 —�-
<br />Eke - I,u GROUND TOPOGRAPHY BY Gr . V WAS REVISED ; — ;O. M
<br />j t. ;� ^ u, ri,PHY TAKEN "9— .28— f0��6. SOME A�:EAS OF Rev! !`�,'`. �A " C -} iF
<br />PART ON SURVEY DATA SUPPLIED GI FOREST `-I _! R INN
<br />_9x_200 , S: \,CAL \', ? 25 — IC-C&V PH ASE 5
<br />. 1 AC ;
<br />v` —F 1.0 T C. , 0,06 2L— � tiP. ' , --J : O —• R\E i /
<br />,.__ %1._,i�v}'• +La
<br />300 0 300 600 FEET
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET
<br />- - - -�
<br />FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET
<br />°° ..::... FUTURE FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET
<br />- EXISTING ROADS
<br />.o'-- — —/' PHASE 5 VLF LIMIT
<br />SOLUTION COLLECTION PIPING:
<br />4" DIA. CPe HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 90'
<br />CENTERS
<br />--- 18" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />'12" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />'16" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE
<br />FUTURE
<br />4" DIA, CPe
<br />HIGHWAY GRADE
<br />TERTIARY SOLUTION COLLECTION PIPE PLACED
<br />,11 � � _�``4 "'.� % I l.�— "_'`�-- -� �` _�'— -... ",-f `( 1 ( �-- .- „— '-��__ . �` ^_-''_ /�� % ���� /n Q � i i
<br />�``�•5\ �' --�ir i� I
<br />N 53,000
<br />PRIMARY SOLUTION COLLECTION PIPE
<br />_b (FUTURE
<br />8" DIA. CPe
<br />(ADS N -12 OR
<br />EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />a (FUTURE
<br />i wow
<br />J,
<br />EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />to
<br />SEDIMENT
<br />16" DIA. CPe
<br />\
<br />_
<br />COLLECTION
<br />4,550
<br />_
<br />POND 01, � #ter 3• �- �.T-- _- .: -��-�
<br />���
<br />r
<br />�
<br />\` j
<br />N- 52.,000
<br />,
<br />w.p,...a
<br />^
<br />v ^'
<br />_.ter
<br />f✓
<br />/
<br />2 10 �1 3 'f
<br />/
<br />I 1
<br />J 4- t #3;
<br />i
<br />I
<br />�- �=-_ '_ _ ; / it �' /� - •�� � rp ' � � � ! � �
<br />f
<br />�� 1'•,
<br />, ,(
<br />124
<br />p J11
<br />I
<br />�`�;'} fry -�.�' %� � - : � � t i
<br />ff/ (1 fj1j/�1
<br />i \ '\ / � •"%
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<br />' �l�
<br />II.: ,.I I ,1 f . ,t•” s" / %
<br />' t i��:' �: � �� 1, t °• A'�=—
<br />A�,y .;,
<br />/r
<br />-
<br />N 51,000
<br />,.� , ,`; , : �: _. /
<br />\ A - _
<br />.;
<br />I _
<br />1
<br />1
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<br />,
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<br />I f
<br />I
<br />A 95 TYPICAL
<br />5 410
<br />\
<br />i
<br />.-
<br />4 10000 , 1
<br />I
<br />N 5000
<br />_ -ti ,.
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<br />!r ,
<br />`• \\ tit ' 1 1
<br />' �<"' a
<br />• r 1 I
<br />I —
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<br />_.. a - -. `:. -, >'. � ,. , � , �':� '.I} „( .�(- -� /% V--
<br />r l
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<br />— —
<br />�.: �.:I �
<br />b d, `/� .! / / ,1 r •f; r, ,i �., •i:, rt t'7 tfi r�i_.�-- �_..__
<br />� ,ra , r
<br />� I .1 t.; "- -.�,;1 � ' , -s ,r II ;I { I� ,sl i i' j 1 ./; _, /J �l •i �� ,t f 'r f� _
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<br />is
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<br />i. x t 1
<br />� J :1 'II, 4 d,�' \' -, t:
<br />II 1! 7l4 %t' / � S1 {: /' /I %%/ f f! 1. ik
<br />S 1 iL r% 1.
<br />�Ik
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<br />�a r
<br />is 1 1 u. I I
<br />1 '`C k' �1•:. ,t.l ? M1lyil y % 1/ �/r '�. 1 l
<br />� �,,� ,�,` v, �,'.. • t,t:. t,v • ,y ,', A't t , i ' ; A �� �: i /`' /' ,i ,1//� / ,, , ` ' i' f' Jrl' i`l
<br />� \�•-, \.
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<br />, v. �-- ,^_.r= ._-,
<br />t c�
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<br />l l i
<br />y l
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<br />l — %/
<br />—
<br />i I�
<br />,
<br />N 49,000
<br />_'-_ � �� -'`^''��.� -^--
<br />,.y"
<br />f t�
<br />-
<br />- ._'= —'�-�✓ 'jam /j'� `'-�. �_„- �:: '--=�� // :'iJi- _- _.�_,. A,�y �� �� ��
<br />.�
<br />1
<br />� �
<br />\� \.. , �•�•'--_ �;— �--�'� - ` i ,- -."_ -- jj {I ,/fry ` �
<br />,
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<br />`'•� f
<br />-
<br />� •-- �\ �.. '--- '�``�.��'<�\. \� � -_'... �-� ,'�i" -' ".� e, � %! _`�- - =�
<br />sue'_- _' --'-•4 � ,r '� .� �.
<br />_
<br />EF�.n;tT €`d1 —�-
<br />Eke - I,u GROUND TOPOGRAPHY BY Gr . V WAS REVISED ; — ;O. M
<br />j t. ;� ^ u, ri,PHY TAKEN "9— .28— f0��6. SOME A�:EAS OF Rev! !`�,'`. �A " C -} iF
<br />PART ON SURVEY DATA SUPPLIED GI FOREST `-I _! R INN
<br />_9x_200 , S: \,CAL \', ? 25 — IC-C&V PH ASE 5
<br />. 1 AC ;
<br />v` —F 1.0 T C. , 0,06 2L— � tiP. ' , --J : O —• R\E i /
<br />,.__ %1._,i�v}'• +La
<br />300 0 300 600 FEET
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET
<br />- - - -�
<br />FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET
<br />°° ..::... FUTURE FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET
<br />- EXISTING ROADS
<br />.o'-- — —/' PHASE 5 VLF LIMIT
<br />SOLUTION COLLECTION PIPING:
<br />4" DIA. CPe HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 90'
<br />CENTERS
<br />--- 18" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />'12" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />'16" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE
<br />FUTURE
<br />4" DIA, CPe
<br />HIGHWAY GRADE
<br />TERTIARY SOLUTION COLLECTION PIPE PLACED
<br />ON 90'
<br />CENTERS
<br />PRIMARY SOLUTION COLLECTION PIPE
<br />_b (FUTURE
<br />8" DIA. CPe
<br />(ADS N -12 OR
<br />EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />a (FUTURE
<br />12" DIA. CPe
<br />(ADS N -12 OR
<br />EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />r. (FUTURE
<br />16" DIA. CPe
<br />(ADS N -12 OR
<br />EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE
<br />PHASE 5 PIPING TABLE
<br />APPROXIMATE TOTAL LENGTH
<br />OF PIPE SEGMENT (FEET)
<br />PIPE SIZE
<br />(SEE NOTE 1)
<br />PRIMARY SOLUTION COLLECTION PIPE
<br />S` 1r f3 • `Ti £ _
<br />���
<br />'s"t£'�I",x„- §`�'x✓ , f Y"` f Y 9� "'^'�"
<br />a,. S ,°F
<br />SECONDARY SOLUTION COLLECTION PIPE
<br />75,660
<br />4" DIA PIPE
<br />d r
<br />12" DIA. PIPE
<br />4,550
<br />d
<br />FF � k / ,f � rF' t �: 3
<br />L L
<br />t ': if �jmr, ? ,�` ' � k-L✓,
<br />y
<br />NOTES:
<br />1. PIPE LENGTH (INCLUDES 5 PERCENT WASTAGE.
<br />
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