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' ' RWTE N0. SEC710N COUN7Y SNEE 5 SNO T
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<br /> �� �� 144 16
<br /> • \\ \\
<br /> STA. 70 ST,I
<br /> � \\ FED.RD.DIST.N0.7 ����NOIS VROJECT
<br /> � �� ��
<br /> � PROPOSED ACCESS ROAD \ �� ��
<br /> \\ \\ �
<br /> N I5,183.88 F\ \\
<br /> E 9.965.18 �� \\ \\
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<br /> N I5.033.85 �'�� � \� �\
<br /> � E 9.756.97 ��� , � \\\\
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<br /> ny ��� � \\\\�\
<br /> �� �p� \ \\ �� SCALE� 1" • 50'
<br /> �� so� o so�
<br /> � ��E N0. 6 QyyO .� \\\\ � 213+00.00
<br /> �. \\� � 175.74 LT
<br /> \•�N �
<br /> ��� \ � \ 214+00.00
<br /> �9 �V� ' N 15.272.66 + \ ' r� \ \ 174.20 LT
<br /> y� ''�/:�•�., \
<br /> y E 10.448.37 r •�'>'':%:�::::_:: \ �
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<br /> :::;:a:>'-::::::::::::::::•;- �� �� \
<br /> 9 WEST BASELINE ::�;:-;:f':•:::'-:`::':.-::�:%:' � �
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<br /> j� N 15.188.89 • :� \
<br /> �o E 10,303.30 � �\
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<br /> PROP. CURVE 5 PROP. CURVE 6 PROP, CURVE 7 \\�' � \
<br /> PI STA. = 65+72.37 Pl STA. = 68+28.73 PI STA. = 71+63.28 NORTH BASELINE CONSTRUCTION SITE OFFICE�'�,� '
<br /> o= Il•28' 5T•• cRi) p= 3�•55' 3Y' cRT) n= 29•09� 23" cLT) AND PARKING AREA. PROVIDE ' ��
<br /> 0 = 1�• l0• 56•• D = 31•08• 20•• D = 19•OS• 55•• 6" AGG SURFaCE COURSE
<br /> R = 4W.00' R = 18�.00' R = 300.00' 213+00.00 ANO fILTER FABRIC �
<br /> T = 40.62' T = 57.88' T = TB.OY
<br /> 5.00 RT
<br /> L = 80.96' L = 112.16' L = 152.66'
<br /> E = 2.04' E = 6.89' E = 9.98' 214+00.00 \
<br /> P.C. STA. = 65+31.T5 P.C. STA. = 67+TO.BS P.C. STA. = 70+85.26 5.00 RT �
<br /> P.T. STA. = 66+12.72 P.T. STA. = 68+83.01 P.7. STA. = 72+37.92 AGGREGATE SURFACE
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<br /> t�0�O �O�O t0{O l0{O t0 t0 ��O �10 c�0{�O t0 1�0 t�0 t0 �O 1�0 t0� t�0�O t�0 t0 t�0� t�0� �t0 t0{�O t�0�O
<br /> 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00
<br /> PLAN & PROfJLE ACCESS ROAD ISTA 64+00 TO 73•27.417
<br /> ...\CADO-Civil\ar�p02.dgn 11/07/2002 01:29:52 PM
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