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HomeMy WebLinkAbout20150371 Ver 1_SR 1667-SR 1653 Turn Lane - Plan Sheet - Macon County_20150417CLEARING AND GRUBBING NOTE: EROSION CONTROL FOR PERIMETER EROSION CONTROL MEASURES SHALL BE CONSTRUCTION SHEET 4 INSTALLED DURING CLEARING AND GRUBBING PHASE. � O OO. �.,0 n x o o x o �o �. o � � � QO °—� � � � �r � �� � \ � � Z � � 1� �EC!H reor �uaN La��;� on Slope as Work Allows. —L— RT Sta.17+50 to S1a.14+00 —L— LT Sta.12+25 to Sta.14+00 —Y— RT Sta. 71+00 to Sta. 12+00 CLILVERT CONSTRUCTION SFf�IIENCE 1. CONST0.UCT 80' NEW 101' AIUMINUM NLVERT 2. INSTAIL IMPERVIOUS DIKE AND TFMPORARY 36° HOPE PIPE 3. CONSTRUCT 20' NEW 102' ALUNJNVM NLVERT WITH AIUhUNUM MEADWALL ATTACHED 4. COMPLETE US CHANNEL IMPROVFMENT 5. RFMOVE Ih1PERVIOUS DIKE AND T(IAPORARY 36' HDPE PIPE 6. REMOVE tAST NIO OUTfLOW JOINTS OF EXISTING CMP PIPE AND BACKFlLt 7. DFMOLISH AND RFMOVE F%ISTING CONCRETE HEADWALt 8. FlLt RFhWNING CMP PIPE WITH FLOWABIE FllL AND BACKFlLt WLET OF PIPE 9. CONSTkUCT ALVMINVM REfAINING WAtI AND BACKFlLL o° � N PROP. TEMP. cu��stt�r��F�ive�f PROP. ORANGE ����+E�S�A�E�T�N� FENCE� ,s �—L ���—s oezey ruu rr�n+ JE Ln!'a' PROP. TEMP� SILT FENCE PROP. ORANGE SAFETY FENCE INLET CHANNEL IMP p:OT i0 SG(q ° � N o° � � TROL' �iR��— ,.� �.�.v��. / ki+';aeii IMPE�2VIOUTS, �,�IIEE c�ao ana [� / rcC1A0YE CxSi �%�'� J Ctl9CJ[£AOIY�LI 75 LF TEMPORAR po'�6' eo aao. HDPE DNERSION PIPE e`.°'2#> 25 LF OF INLET CHANNEL "`Po-;9'�� IMPROVEMENT, SEE DETAIL A E"a,J;c c S EST 30 SY GEOTEXTILE EST 33 TONS CLASS III �pS iO�ISnW/l S.rEFF RIPRAP pROP. TEMP� SILT �u�NC,E - IGItdU 150 Ek0 iPEAiUEHi1-� PROP.ORANGE r� SAFETY FENCE °5` LOOKING UPSTREAM fROM STA. 13+61 RT -L- �°� � � re�r�� � i 16 , o � � � � � 0 � � � � �� 0 � J i/ � / �i� ' �.�o�ii % � �/'� �� � 3 ° /,-�i�,ti ,LZ�lN� 10+00.00 -Y- 10+50 -Y- l� foo —/ 1/+50 -Y- //+96.9/ -Y- � / %a�-� �a,��