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<br /> Owsts. N69@56 'ZO"E AV 00 '
<br /> Ad,just 5. D.I. e Frame 4F, Grate to grade.
<br /> Refer fo Sh1 18 for details.
<br /> o Adfast S.D.I. el Fiume i'Grrte to grade.
<br /> 0
<br /> � Refer to Sht # /8 for details .
<br /> �• Refer to Sh1'�•/B for /•Yodif ed
<br /> � 0.50'A.C. Dife(Type A) De/4-011 N/ S/`o. 4/487 L�`e.5'ta. 415f 03 Rt E17d 0.50' A.C. liiExisting Concrete
<br /> Dike (Type A ). Refer fa Std. P1017 rA 734 a 8ridge lb lvmviin Existing Appraoch 75'(Typ.)
<br /> �d phf #2 fordpfoi/s. in iirolac6> — — 6uord Roiling _
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<br /> Z 3 4 4/5 7 8 9
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<br /> i .'0 ,begin 0.50'A. C.
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<br /> ` °i � P/ori #.473- ti A, U U 1 LT CXistin X-Or e Downdrain V
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<br /> Existing X-Or. Downdrain \ 0 9
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<br /> h b DShf 2 for CORREEIC1NS 13Y to remain in p/ace.
<br /> to remain Mplace- 0 —
<br /> h fp h w NO CHANGES
<br /> CRATE
<br /> V
<br /> JF Cohsl••Carve071a Const Curve Gbb
<br /> I R = 2864. 7,9 ' I R 3 28644 79 '
<br /> I L 642.54 ' L = 743. 74'
<br /> « Ch ' 641- 20' Peter ohm Alfred d• Rodgers, Et. Ux. 017= 741- 66'
<br /> 7- = 373. 97'
<br /> T = 322- 62 '
<br /> 12°00'00" I = Z"A?'OO"
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<br /> ` •"�° � PLAN SCALEI I - 50 HORIZONTAL I - 50 � "? =' 4. � M ATH EWS ROAD
<br /> ;. _ '}W+ r.x. r t � vC v'� 5 �' t•_:G'� � 9F �"r _
<br /> _ _ � . � � r , I PROFILE SCALE: I ( �
<br /> s„ I PHASE TI 3 _
<br /> ( FIELD BOOK N0. 648 F AIS. S - 911 2 €
<br /> 9/75 �'d !� (� "7 J tt�rliu�c' 7 'via�a� 917-5 VERTICAL I1i = 51 (.� i, ;. 'r �' x ( ) 2� €
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