Loading...
HomeMy WebLinkAbout20140090 Ver 3_FW U-2579B str #22 Diversion channel modification to avoid a power pole_20160219Wanucha, Dave From: Sent: To: Subject: Attachments: Braquet, Stephanie Friday, February 19, 201611;10 AM John,T,Thomas,JR@usace,army,mil; Wanucha, Dave FW; U-2579B str, #22 Diversion channel modification to avoid a power pole proposed revisions to culvert 22,pdf Please see atta�hed, This is in referen�e to stru�ture 22 on the �eltway proje�t that the �ontra�tor wants to pipe, Thanks ° �r � DIUISION ENUIRONMEN�iALSPECIALIST Division ofi Hi�hwaVs—Division Nine (336� 747-7$�0 From: Panek, Lindsey F Sent: Friday, February 19, 201610;50 AM To: Braquet, Stephanie Cc. Guy, Jeremy M; Wyrick, Scott D; Riddick, Darryl M Subject: U-25796 str, #22 Diversion channel modification to avoid a power pole Stephanie, The �ontra�tor has subcnitted a revision to the diversion �hannel for �ulvert str, #22 on Y-1�see atta�hed�, They would like to cnodify the lo�ation of the diversion �hannel and utilize 40 LF of 54" CMP in the lower part of the diversion �hannel to avoid a power pole that is in dire�t �onfli�t with the original plan lo�ation of the �hannel, If you have any questions please let cne know, Thanks, Lindsey Panek Assistant Resident Engineer Division 9 Winston-Salecn Constru�tion Offi�e 336 747 7950 office Ipanek@n�dot,�ov 375 Silas Creek Parkway Winston-Salecn, NC 27127 Illki��i�il �oi�i�ospoi��ei°�ao �Co �i°�d �fi�oi��i �Cl�is woi°�doi� Is wublea�C �Co �Cl�o IV C� I�:��'ubIIG I��oaoi�ds I.��� �i°�d i��i�y bo dls�lose� �Co �Cl�li�d p�i��Clos� P0.01ER REFFRENCE NO. SXER NO. U-2579B ec-eicorvsrs M4 SNEEi NO. FOA�WAY DESIGN HYOMVLICS fNGWEEP ENGINEEP CULVERT CONSTRUCTION SEQUENCE STA. 23 + 11 -Yl- PHASE I PHASE II 1. CONSTRUCT STILLING BASIN (200 Cl�. 5. CONSTRUCT PROPOSED CULVERT AND ANY NECESSARY INLETi17UTLET CHANNEL IMPROVEMENTS. 2. CONSTRUCT TEMPORARY CHANNEL CHANGES WITH LINER (4 FT. BASE, 3 Ff. DEEP, 2:1 SIDE SLOPES). 6. REMOVE TEMPORARY CHANNEL CHANGES AND IMPERVIOUS DIKES, ALLOWING NORMAL FLOW THROUGH 3. CONSTRUCT IMPERVIOUS DIKES, DIVERTING FLOW THROUGH TEMPORARY CHANNEL CHANGES. PROPOSED CULVERT. 4. REMOVE EXISTING CULVERT. 7. REMOVE STILLING BASIN. 8. COMPLETE ROADWAY. � � TENPORARY CHANNEL STORAGE TEMPOPARV CHANNEL ` ` CHANGE WRM LINER I�00 CY� CHANGE WRIi LINER r•/ �I �� � �� . �� � �� � � � � 4'v —/ � - % I J � i � %� _ 's o � �� .�� i� � i �( .'s's� ._ __'s�s—% � � I / �; _ � is_� � 7—_ ,- � -_ i � � � i 5�/ m __� ��, � _; ' ,°./, � -- = - -- -- -'-, y- , 'y� / � --� i / = � �—_ _ — � , ys j / � — , ,,r / �F � � — �' � �F - � / /�/�' � ' /���ji �� �� C //I . s •� � � � % � r I . �� I � A / I � I � ��i� '� ♦ � / / .1 � I I � I / p J ��� � � � � � � . �� I � � a y/ � � I � c� I II � I m � 1�� � � 1 � �� ` m ` �/ I � 9 °,�� � ---- I r i�l � � ;,,y ; � � � w � ; ��i ,i ,� �i � � % -, ���� -�.���� � �� � I �= �� I I / /�!%"� i ii i�' � ; � �r�:%�� ! i ii q ,I � '��� i i! i� � �� 5 ; I � m � �� I � �m A � � � � � ' I . " A �� � I II �� I / i �� IMPERVIOUS OIKES �1i 1� l.-.� � SZ..I� CLiQm'�T�. P. (i-Q. �`a� 1 � — ��� �iiv¢�-5��� �umpla�¢ , �dj�S� �+i i'i�.e I'���< , C� S Nece Ssa ✓� ��