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, ' �� ROUTE N0. SECTION CqJNTY 0 AL SHEET
<br /> SNEETS !q.
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<br /> � � � �� � -•� � � sT�. To sT�
<br /> � � � FED.R�.DIST.N0.7 ����N015 PROJECT
<br /> � � ���/ N 14,423.09
<br /> 1 � , � �
<br /> � � , �� E 9.156.28 N 14,592.75
<br /> SEE SHEET 17 � � �� E 9,29538 �
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<br /> ��''�/ �i� i�� �\ �� � CURVE N0• 2 a SCALE� 1" • 50'
<br /> � / ��/ �� \\ \\ ' SEERSHEETDI6 FORS ROAD so� o so�
<br /> �' N 14.124.38 �� �' �'�'
<br /> �� � TYPICAL SECTION
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<br /> � ' E 9,199.32 �
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<br /> / �� � E 9.577.73
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<br /> \ E 9,246.70 PROP. CURVE 1 PROP. CURVE 2 PROP. CURVE 3 PROP. CURVE 4
<br /> PI STA. = 54+21.10 PI STA. = 5T+22.79 PI STA. = 59+33.23 PI STA. = 63*08.31 =
<br /> /� \ \ �= 7•52' S0" (RT) �_ �7•32' �1" IRT) o= 9'27' 23" fRTI o= 6•03' 35" (LT) '�
<br /> / \ D = 11•2T' 33" D = 32•44' 26" D = 1�•]0' S6" D = 14•28' 07" �v
<br /> � / CENTER � R ' `,�00.00' R = 175.00' R = 401.00' R = 196.00' Q
<br /> BASELINE \ T ' 3�.��' T = 77.08' T = 35.�1' T = 20.96• �
<br /> \ L = 68.T7• L = 145.22' L = 66.68' L = 41.88'
<br /> \ E = 1.18' E = 16.2 2' E = 1.3 8' E = 0.5 5'
<br /> g W P.C. STA. = 53+�6.66 P.C. STA. = 56+45.70 P.C. STA. = 58+99.81 P.C. STA. = 62+87.35
<br /> P.T. STA. = 54+55.43 P.T. STA. = 57+90.92 P.T. STA. = 59+66.49 P.T. STA. : 65+29.24
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<br /> l0 1� t0 1� l0 A t0{O t0�O t0 t0 t0�O l0�O l0 tD tO t0 tO t0 tO l0 1O t0{O t0 10 tD�O tD tO tD tO t0 tO l0 tO l0{O t0 t0 �O t0 {D l0
<br /> 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
<br /> PLAN & PROFILE ACCESS ROAD ISTA 52•50 TO 64•001
<br /> ...\CADD-Civil\ar�p0l.dgn 11/07/2002 01:25:38 PM
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