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TBLOCK PTN. OF SE 1 4 OF SEC. 17, TVUP 29., R5E W.M. � � �
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<br /> HEAVY TRAFFJC SECTION HEAVY TRAFFIC SECTION �
<br /> BUILDING � DRIVEWAY, CONST. AUGN 16•5' 7' �
<br /> VARIES 7' 16.5' 14' 14' 18.25' S' 16.5' 14, � DRIVEWAY, �ONST. ALIGN Y �
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<br /> CEMENT CONCRETE SIDEWALK � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � �� � ��/ � � � � � � � � � � � � � � � � � � � � � �. /� �/�/� �/� �/�/�.�
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<br /> / // // /i // // // // /l�/ /j/j �� // /j //.// // // // // // // // // // //// // / // // // // // // // // // // //// / // /�/ �/�/�/�/ /\//\/\i. \ ,, / / / / / / / / / / //// // // // // // // // // // / / // // // / //,/� i�./�,./�,,//,// �/ �/�/
<br /> W IN TEGRAL CURB PER DET. ���i�i��i��i�� �i� ��i��f��i��r��i\�i�i��i��i��i��i��i��i�i��r��r��i�i�i�i�i�i� i i�/�i�i�i�i�i�i�i�i�/�i�i��/� ��/��i i��i��i��i��i���/� �. ��i� �i��i��i��i��i��i��i��<��%�%�i�i�i�.r,�i�i�i�i�r��!i�/i�r�i�i��ii�� „ „ , �� �,
<br /> ON SHT. C2.100 �''�/%/%/%/ �/���/%/%/%/%�/%//��!/��/%%%�/%/%/%�/%�/%�/%�/%�/%��\�/%�//\�//\�/%\�/% %���/��/i��/i�//��/���li��//���/�//%�//\�//`�//\�/% ��%��/ /%\�/%�/i\/��\�� �\ \��\,,i %//i�//i�//i\/,�\,,�\,,�\� \,�\��\/��\/` 2 DEPTH HMA CLASS �/2 � Qo a
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<br /> 2" DEPTH HMA CLASS Y2" 2" DEPTH HMA CLASS Y2" 4p DEPTH CRUSHED SURFACING TOP
<br /> COURSE (CSTC), SEE NOTE 1 CEMENT CONCRETE TYPE ��V�I T .
<br /> 4� DEPTH CRUSHED SURFACING TOP 4" DEPTH HMA CLASS 3/4" E-2 CURB PER COE �`t A
<br /> SUITABLE UNDISTURBED STD. DWG. 309 (T1P.) ti y
<br /> COURSE (CSTC), SEE NOTE 1 NATIVE OR COMPACT 1MPORT �' ,�
<br /> D T1(PICAL DRIVEWAY SECTION - DRIVE C AND D FOUNDATION MATERIAL
<br /> APPROX. DRIVE C STA. 30+21 TO STA. 31+93 k,4'
<br /> •� NOT TO SCALE DRI VE D STA. 41+98 TO STA. 42+90 N�� �'F� T E �
<br /> 1. CRUSHED TOP COURSE S 3CTION MAY BE REPLACED �NA�' �t�I� �
<br /> W I T H 3 I N C H E S H M A C L A S S /4� P L A C E D D I R E C T L Y O N
<br /> COMPACTED FDUNDATiON MATERIALS WITH PROPER 'y
<br /> PREPARATION AND PRlOR APPROVAL OF PROJECT
<br /> GEOTECHNICAL ENGINEER.
<br /> 2. THE PAVEMENT MATERIALS SPECIFIED ARE TYPICAL
<br /> AND DEPTHS REPRESENT COMPACTED MINIMUMS AS
<br /> SHOWN. ALTERNATE MATERIALS AND MATERIAL DEPTHS '
<br /> MAY BE ALLOWED BASED ON SPECIFIC RECOMMENDA170NS
<br /> OF THE PROJECT GEOTECHNICAL ENGINEER.
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