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Home My WebLink About20170040 Ver 1_Preliminary_Plans_20170106• � SHE�T NUMBER � 1B � 3 4 EC-1 IHRU EC-2 EC-3 FC-4 EC-5 W-1 THRU W-5 GRAPHIC SCALES VARI ES SEE PLANS INDEX OF SHEF7S �REET TIT�.E. SHEET CONVE�TIONAL SYMBOLS SUMMARY OF QU�NTITIES t� DRAiNAGF, SUMMARY BYPASS PiJMPING DETAiL PLAN S�'�EET FLY ASH CLEAN�UI' FLANS COIR �IBER QAFFLE DEIAIL WATTLE BARRiCR DETAIL WATILE DETAII_ SHORIi�G P�ANS �� LOCATI011t: 1�C 16 B USII�ESS JUST W. EST OF 1�C l6 TYPE OF WORI�: GRADI11tG, DRAI11tAGE, ERSOI01� C01�TROL GENERAL NOTES: CLEARING: 2012 SPECIFICATIONS EFFECTIVE: 01-17-2012 REVISED: 10-31-2014 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. TEMPORARY SHORING: SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. EFF . 01 -1 7-201 2 REV. 02-29-2016 2012 ROADWAY ENGLISH STANDARD DRAWINGS Vaughn & Melion Consulting Engineers Charlotteq ■ North Carolina 704•357•0488 ❑ Asheville, NC ❑ Boone, NC 828•253•2796 828•355•9933 ❑ Tri-Cities, TN 423•467•8401 ❑ Knoxville. TN 865�546�5800 ❑ Sportanburg, SC 864•574•4775 ❑ Charleston, SC 843�974�5650 ❑ Middlesboro, KY 606�248�6600 ❑ Atlanta, GA 770�627�3509 Copyright OO 2006 Vaughn & Melton. Inc. All Rights Reserved The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh. N. C., Dated January� 2012 are appllcable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation DIVISION 8 - INCIDENTALS 840.00 Concrete Base Pad for Dralnage Structures 840.22 Frames and Wide Slot Sag Grates 840.52 Precast Manhole - 4', 5' and 6' Diameter 840.66 Drainage Structure Steps 840.71 Concrete and Brick Pipe Plug DIVISION 11 - WORK ZONE TRAFFIC CONTROL 1101.04 Temporary Shoulder Closures 1101.11 Traffic Control Design Tables 1110.01 Statlonary Work Zone Signs 1130.01 Drums DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT 1605.01 Temporary S11t Fence 1607.01 Gravel Constructlon Entrance 1630.04 Stilling Basin 1630.06 Special Stilling Basin 1632.01 Rock Inlet Sediment Trap Type A 1640.01 Coir Fiber Baffle 1�CDOT C011tTACT: Prepared for the Offlce of: COLE GURLEY, PE DIT�ISI01� OF HIGHWAYS 1710 E. MARION ST., SHELBY NC, 28151 �� O��G� � �e 2012 STANDARD SPECIFICATIONS �°t� g � �O � �� a RIGHT OF WAY DATE: RE EC E SC H U LE R, PE � � a PROJECT ENGINEER DESIGII t ��`�N �� Q R�''��,,� � � � a E1VGI1VEER ��`�`��`�s'si'''�'tiq : �� Q � 'a SEAL ��- _ �� oo �°°C� 12/14/2016 _ _ /,� �� p� Q LETTIIIIG DATE: _ ; z696o ; _ DocuSigned by: � � � � � �. ` 4� Kt,t,u, 9�1�1., S GI,�,�,�(,t,V' :, �'F,%,,NG � NE ,, J� ;: -, F --,,,,.�� , ,� 16634024C7824FC... P E ��/i�CF �, SG `��`` �'��iii�i�i�� SIGNATURE: BOUNDARIES A1�D PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number 123 Existing Fence Line -X X X- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B— — — — Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAe Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB � ;, � Known Contamination Area: Soil � Potential Contamination Area: Soil � Known Contamination Area: Water �� - Potential Contamination Area: Water � Contaminated Site: Known or Potential �' � BUILDINGS A1�D OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S - Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � -- -- Disappearing Stream , --- --- Spring �-��_�_---� Wetland � Proposed Lateral, Tail, Head Ditch � F�oW False Sump � �� `�� 9 J�� ' �� Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � swiTCH � � � � � � Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement - Existing Curb - . i� � W in� � "�' �iI �c� \�-^� /-1 c E E TDE PDE DUE PUE TUE AUE 0 Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS 6(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail � �' � �' Equality Symbol � Pavement Remova I I�EGETATION.• Single Tree Single Shrub Hedge M' Woods Line � � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS 6(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard coNc J ��N� WW � WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� Hw TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) � U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) �� — — — —P— — — — — —P— — P � -O- O ❑T � HH — — — —T— — — — — — T — — T ----T�---- — —T�— — TC — — — —T FO— — — — —T FO— — T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records End of Information W W A/G Water ❑c � HH — — — —TV— — — — — —TV— — — T� ---T�Fo-- — —TV FO— TV FO - —G— — �— A/G Gas OO O ss A/G Sanitory SeWer — FSS — — — — FSS • 0 � ❑s — ?UTL 0 UST 0 � � AATU R E.O.I. Impervious Dike: The work covered by this section consists of furnishing, installing, maintaining, and removing an impervious dike for the purpose of diverting normal stream flow around the construction site. The Contractor shall construct an impervious dike in such a manner approved by the Engineer. The impervious dike shall not permit seepage of water into the construction site or contribute to siltation of the stream. The impervious dike shall be constructed of an acceptable material in the locations noted on the plans or as directed by the Engineer. Acceptable materials shall include but not be limited to sheet piles, sandbags, and/or the placement of an acceptable size stone lined with polypropylene or other impervious fabric. Earth material shall not be used to construct an impervious dike when it is in direct contact with the stream unless vegetation can be established before contact with the stream takes place. No direct payment shall be made for the work of installation, maintenance, and removal of impervious dike(s) as described in this provision. n�in � c`c' �UMP HOSE AND/OR FLOWABLE FILL HOSE PUMP CLEAN WATER FROM D RAI NAG E STRU CTU RE ARO U N D TH E WO RK AREA WITH I N TH E BO RE PIT INSTALL PARTIAL PIPE PLUG DURING CONSTRUCTION LEAVING ENOUGH SPACE TO INSTALL BYPASS PUMP HOSE AND TO FILL PIPE WITH FLOWABLE FILL UPON COMPLETION OF THE NEW PIPE SYSTEM 36" CMP TO REMAIN �H FLOWABLE FILL STOCKPILE AREA (40'x40') LINE WITH FOUNDATION CONDITIONING GEOTEXTILE FABRIC � USING SAND BAGS, BLOCK DRAINAGE FROM EX. 18" RC P AN D � BYPASS. PUMP WATER I NTO STRU CTU RE 402 BORE PIT SEE BYPASS PUMPING DETAIL ON SHEET 3 & SEE SHORING PLANS ON SHEET W-1 THRU W-5 NOTE: PLACE 9" TO 12" � HIGH SEDIMENT CONTROL z 402 � STONE BERM AROUND BORE PIT� R&.B��pR � EST. 18 TO N S � MH W� �� Z _ RETAIN = _ _ _ _ - "CMP APPROX.1,200 CY EXCAVATION PUMP GROUNDWATER � TO SPECIAL STILLING BASIN OR TO STILLING BASIN, AS NEEDED OR DIRECTED BY ENGINEER � � � � � I / � N � / / � / n � �/ \ � v / , i i �i ; �� ' � � ,��i�� C �� i��i��i�� i �� N � �` / ,/ //,/ �/ i �' � / ( , ; � � / / /I � ,�J l � �/ l I �� l l � DRUMS PLACED PER � ; ; � � STD. DWG 1101.04 ,y ,'' � � 0 � , � � , � � ; �� y , , i i ; i i �;�, �� I l ��,�, � / � � � � ��1�— � / / / / ! / ///// 1 , I -� � � � �� j� � I � � � ��i � �/�� _ _ i , H �� / / � � i / / ' �� I vh � � �'l / 1 /�� Asheville, ❑ North Carolina 828 253 2796 Tri-Citiesg ❑ Tennessee 423�467 8401 Vaughn&Melton KnoX��e9 ❑ Tennessee Consulting Engineers 865 •546 �5800 Middlesboroq Charlotte, � Kentucky ■ North Carolina 606 248 6600 704�357•0488 Spartanburgq ❑ South Carolina 864•574•4775 Copyright 2013 Vaughn & Melton, Inc. PROJECT REFERENCE NO. SHEET NO. 5/2/4o0/C 4 R�W SHEET NO. HYDRAU LICS ENGINEER ```�� ,,,,�� `�� 'C'A'R��'; � ��O��SS/,0��.� i = 'a SEAL ��= = _ = 26960 - = �Docu3"14in�elAby. ��.` ��': �'��VC � U�� i i �� 1663462 ��8 �'�.1 SC ��`` 12/14/2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTE: SEE SHEE EC-1 FOR ADDITIONAL EROSION CONTROL MEASURES ON THIS SIDE OF NC16 BUSINESS �� /�� l � � � � � �/ � j% % � ��' i � / I , ; / / / ' � � � � � � � (�° � / � � I �� / l � �� , , � - _ � � � ,- � � � , / � � I � � / � / �� ' : � � i � / � � � � � l �/ l �� l� l / � __� �� i i i� � i / �� l �/ � / � / /� / / � -' �� i �� i �i � / (; • � �/ � / / / / / // // / l � ,. / i �� i �i �� i �r �O � � /l��/ �/�"� % �—' -' � �� i �� i \ l / � / / � / / � j � � i � � i i � l � �� i � i � % � j �/� � ^}�� RETAIN s �% ; � ;;�;'�%,;%%;,;; � - __, ;; ' ; ',-� /`�- l �; � � � ; ; �i�; �; i �; ,'i'�; ,'�, � - , % , % j ,/ � �� . _ � INV=768o79 _ � � l i �i i �i �� i �� i �� ; � — � ___-',,- ,� ,,- � 4O� INV-7C 7047 RETAIN_ �___ _—_ � _ ___,' , ,, __ ' � � � I ��1��1�1�1�1�1�� C� \ � �� _ i__ _ � � �l �l �� - - i �- _ --- _ � � � --- � �,� _ 18 RCP a � � i ,,��;i��i�ii��ii��ii��, �. ___--__,- ,� -- ,� � . � � D�� ; � „- � i / �,�i�,i,ii��ii��il .ii, � ,� � --- -� ,-' �V , , � i - � i �i ii�iii � ,- __- ,-- , � �' � �'�;, � � N o i�,��!o��r!�iii % � � ,,- , / � \ � � � �� ii � � ti C� � � ��,� �_ � iiii�: _ _-- � � � / /��/ / � � � � � ��lllllllr / ll / � �� / � �,/ � � � �1/, = — -- � -- � � � � � ,' , � �,'� , , � �;�ql �� M�� , � � �30—' --- � z --- ' � �-- / i, l gq � --- -�--- -- ! %�� Iti E�o � S� �� , � '-36�� C P ,% � � � ; 330 4 4 � RE � I , � � r � � ; �- �,' � l �; I� r ; i � � � /�� l ��i l � � �l �j�r 1 ' --- � � , ,�- % � � , , ,, , , � � � • �� ' � � � , - - ; � � ,-,�-'�P G . _ _ _8�M— ^ � c � � - � _- z , — ' ' �S ` � " , _ _ _ � �, , , — � i i� � � � — i . i - - �� i � ,� %�-i� i � � - --- \ ,\-S�C\\ _\� �� /i � � 'ly � ,-''-� i � �� ,_ ��, -��._ i I ' / i �- __ � � � �P/ ��e j � �EE� -' , ' � ' I � I I � I /\ � �' � i ,__-� � -,,\ �� //�� Q�O � ' ��.�� , � � � � � I ' � � � � � � � � � � / �/ / /i �\ ��—_____ �V � �\ i�� N 36�� -;�� j'�� ' �� j �� j l� � l � � j � � � /� �� '--�� __ -V �� I 1 1 1 // � / ��,� ,� �,� � , � � � � � � � � � � � � � � � , , , _� �� _'-� � � SS �NS�P /,,, i , j( � j' � i; �� ' r i i �' � ,� ,�, , �\ �______ � � GHLE ', - N � � ��I ��l ��II�� '�(Z N ,- ,, � i� � � � � I � � � I � � � I I � � � � � -� / 3Z�F ,�,,- � � ��I��I��I��II�� i __ . -;;;�� MP 1 � ? I�I��I�O�I��III � /�V�i , ,, ;, 3� � � �:; ;�,�� , �� , � �ti� � � ' o � � � � ��' ;� M� � I �� I �� I I I �//��- '� `N��cN � i�i�!'�i��ii��iiiiii ,� i i�� -'�-Q�QE �� i �' r�i �i i� i i � —�X. EF ' � I 1 � � / � �, �- c� , ; � � F� � � p,6�' � � � i� , , � � � � � � � i � � � � �� ., � � VJ I� i i i, or,�.� ,-,,- � ii �ii � � i ��,�� • F\E ��G BE � � , , , - ' � % ` � �, � , � ; � , � ,'�i �/\ / 1 5 , - � ; - � � H � �j ; % ' , : eFM' 36 � � � �r �� o � � � � �� O ii � � � � � _ � ' � �, <o � ,--,-- � ,—,,— �V ! � � PLUG STO RAG E (100 CY) r ' ' GRAVEL CONSTRUCTION H �°��°�°�� a° o°� aa� ENTRANCE �� ; �/ �o��oo�o � �� ,� I o � ,. / -��- � C� � J I , �� x 15 x 15 SPECIAL i� � STILLING BASIN � <9 i � II �l l � � �� i i � i � i� i i � � i � i � i i � , � , � , � � �� / \ / / / / /, \ '� � � � / \\ � � � � / � ` � � � � � � �� '� `� �i � � i � i i V -' � � � / / \\ � � � � � ( � � � � � J \ � � � � � � / \\\ � � ' 'r / � I � �\ I � 1 � � �\\ ��—i s�� ' � ' � , � ' ( � / � �� \ ` I � � � I \ � � � �I 50 �O � 25 0 50 100 PLAN S Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1605.01 Temporary Silt Fence 1607.01 Gravel Construction Entrance 1630.04 Stilling Basin 1630.06 Special Stilling Basin �� I �� V � ��1L��1� �� 1��1 ��1� ��Il1Y11]��IC°a9L7C°}v �Illl� ��Ilb�� . . . . . . . V'V' a`��ll� � �l��Il]C° �IlI��IC �'V' �I��ll�' 1 EW— J �FW— V'V a°d��ll� � ��Il]C° �IlSD�� YV' �L��ll� � 6�YIl�llIl �mllg'�1�IC°g'll�LIl�71Il�L� O��D ..................................... ��Il��IlIl7l� ��1�IlIlIl � �][D��llailll �`1�IlllllIlIlg� �a`��IlIlIl ..................................... � CONTROL SIGNAGE DETAIL \ / W21-5A `/ 48" X 48" 1000 �y� 6_2 +I FEET 30" x 24" o � TRUCKS ENTERING HIGHWAY W14-12 48" X 48" CONSTRUCTION ENTRANCE T T NOTE: ALL MATERIAL EXCAVATED FOR THE BORE PIT SHALL BE HAULED OFF AND DISPOSED PER THE SPECIAL PROVISIONS THESE EROSI011I A111D SEDIMEIVT C011tTROL PLA11rS COMPLY WITH THE REGULATIONS SET FORTH BY THE 111CG-010000 GE11tERAL CONSTRUCTI011t PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISI0111 OF WATER QUALITY. 3 0' 0' � � -----_ 36" CMP 3 0' J / N �/ / � / M � �J / � / ' � / , ij�� -��- �, �, , � � �i�'�� i � � i� �� O i��i��ii i �� i� i� i� � i � i� i � i I A N / � � � / / ' ' � �� / � / /I � � � ��i�� ►I i Asheville, ❑ North Carolina 828 253•2796 Tri-Cities, ❑ Tennessee 423�467�8401 Vaughn&IMelfon KnoX��e9 o Tennessee Consulting Engineers 865 �546 �5800 Middlesborog Charlotte9 ° Kentu�ky ■ North Carolina 606 248 6600 704�357�0488 Spartanburgg ❑ South Carolina 864•574 4775 Copyright 2013 Vaughn & Melton, Inc. G VEL CONSTRUCTION EN RANCE i i i i i �� , i i �� i�� l i � � r� ; f 1"� �� i��' i� i� i� � ,' , �/ / i y � '' � � , , , , ,, , ,� , , � r � :� I l ' � i i r ir�;� � :� � �� ;� N , , ,� , , � , � � �� ii � �� i � / � ��; � � I I N / 1 �! � � l � i i�� // ' i /� � � l l � � � � i � � ; � , , �y � . � i�i , , ; � , � ,�i � ; �° i � � , ,��i��,� � ;,- ,��,- � � � � � � � � � � ' �� , _ � ,� ;,,� � , � . � � , � � � � r i� , � , � � � � ! � � � �� ,' ��;��i��i�� ' � �� ,'_ _ /, _' , � MECHANIZED FLY ASH CLEAN UP WITH I N WETLAN D AREA. IS APPROX. 3" MAT �APPROX. NATIVE GRASS IS COMPLETE FLY ASH DEPOSIT PLACE COIR FIBER � AND SEED WITH �� ,;- O N C E C LEAN U P � � , ��: � � � � �� CLEA BUT DO NOT GRUB . , _ - , �v � ' ' % z ,,� % � ',','';,;;;'%'' � � --- , . ,�, , , �,,, ,,, ;,,j;; � - � � / / � � N , ,�� __ _ , - � ,— , \ � IN.�=768079� N � � , � �� i� �� -� �" WET D AREA � , � IN�=76_7_47 _— -----____�] i j i , � ,�� i �i i �� /�i� �ii � � � � -` '� � � --__------- � � � � � _ _- , 18" RCP �- 0 � � � i � ' �i�� ii� i �l�i� ii� i�� ' �-' ,_ ; n-� � � � � � �� ,� O � i - � � i i i� i ii i � i r �� , � ° � � '�°�� ° � � �� !i��lii� �i �i �ii � � � �� ,- . �V /�O �, � � • �o � i � � Q �i b'iii� i � � �, (�� 0�; � �� C� i � �o �n � �i i i i i � � � � - � � �i � � �-�- � � ,� ` ��iriiii � � , mm � ,� ;' � ��,;� ,� ; !�q� � � gM�,� ,,,,,; ,� �� _, -� - a , � �% � i � � �l ��B � � � , , qS � ,�� / � �/ � � �� 0 � � � ' _ � � � �� ,;% � � ; ,,�� `33° 44' �RE -nn �' , � � Q � �;' v � i ��; �� i , � � � ;� � � � ,' � � -r, � � /� � 'j��l��l��l� i��I� � � � �/ � �� /�� /�� j � � - ;� � �i _. � � cr�� ,� � �r; � �� ,�� -- �� l I � , ,— ,— � __ — // � � � � � � � � _� - � — �� i;� � �� ,�, ,,i-��i �� , ;, - ' �%�� ; � � i� i�ii'ii��r� � � i,, / � , ��'"_ �� l�� I��I�� i� � �� ,;;,—' �' � �_ , �� :. � �� ,,� ' 1 � � � �� 1 � I � 1 � 1; i � i �� I 1 1 1 � �� !/ �� , �� / �� / � —' / � �' II�� I�� I�� I�� I��I�� V ,% , , ,,,,,-;, CMP � oi, i i, i i i,oi, � i,�� i �.o �, � � ,,-; -� � 3� , � I �01�,'�,'�,��,��,�� o � �j �/ � �;,— � � �� ?�� `�� / � �/ // ��,,� N � �� 1� I I� I' l/�; � �// � �� - � —' � � I � � ' 1 � I � 1 � � I � � I � ,i / �� o�'% ,; ;,,—� � � ; � ; � , ! � , � � �,' � � � �� -' - _ _ � � � � � �i�i I � 2 �//� �� , �,� � / / �� i, , ,;�-- ,� , �, � � O \ ,�� - ;� -' � � �� Ii,-� ' � ,,-��W �� i i � , � Q� i i r _ —�. O � / / H o� oz � � � � , � � � � � � � � o� � O � Z i i i � �� °� � i� i i� v Ii � � �� i i i Z ' � o � �i � � �� i i i � � 1 / / �` / , / / / � / 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 i i i i i � i ; � / I v � / � � � � j C� l � l � � / � i i i � i � � � , � / � � , 6�� ; - ; , ,,, ,,, ;� �� ' ' ' � '� IEI��N �N� ��IEN'� ��N�I��IL �[IE��IE� � , i � � , i i i �� i i � �� eb�f ��io� r� o➢ / , ,' �� / � / ;� � ��Dy��y� ]��mrn]��°��°y �Il�� Il��c�n _ . �n r � � �� / � ��g��*�g� ��]CiCIl][D�R°a`VIC°;V �Il�T�➢��Il(�IlIl T� � � I � ! �� i � � � I ]��,�]� ��u��°��g� �n�� 'e�� I �/�p �/�p ¶ ¶ ¶ , ' � I l � ��Y�Y� ��➢�tCIl�ll ��QllIlIl7Y➢�ll11� ��➢�]�II°�ll ��➢71�� ....... i 15' � � � � / � ' �� rn�� mrn��n� ��°�p� �}v��, �'V" ' / / I � DISTURBED AREA 7850 SF INSTALL FILTRATION GEOTEXTILE UNDER TEMPORARY ROCK INLET SEDIMENT TRAP TYPE A IN PERMITTED WETLANDS. `ti i''� � � � � �� z � \ �--- oo�o�o Z --� -n -- �- � p ---36"C P z ooOC�o OCK INLET SEDIMENT - -- , TRAP TYPE A �Ii �`� � / / / COIR FIBER WATTLE BARRIERS SPACED 30' APART. WATTLES BE PLACED IMMEDIATELY IN OF BAFFLES �� ' �� ,��p�, �v.� ."(1�1''` �"[�.� \ [1�.-� ['�II� �["[�:� �l l��l� �.�"I�I(�)\� `" �u 1 `" � ' I � �� \ II� �� I'� II> II> I'� �� \V � I \ � ; � 1604.01 Railroad Erosion Control Detail 1605.01 Temporary Silt Fence 1606.01 Special Sediment Control Fence 1607.01 Gravel Construction Entrance 1622.01 Temporary Berms and Slope Drains 1630.01 Riser Basin 1630A2 Silt Basin Type B 1630.03 Temporary Silt Ditch 1630.04 Stilling Basin 1630A5 Temporary Diversion 1630.06 Special Stilling Basin 1631A1 Matting Installation 1632.01 Rock Inlet Sediment Trap Type A 1632.02 Rock Inlet Sediment Trap Type B 1632.03 Rock Inlee Sediment Trap Type C 1633A1 Temporary Rock Silt Check Type A 1633.02 Temporary Rock Silt Check Type B 1634.01 Temporary Rock Sediment Dam Type A 1634.02 Temporary Rock Sediment Dam Type B 1635A1 Rock Pipe Inlet Sediment Trap Type A 1635.02 Rock Pipe Inlet Sediment Trap Type B 1640.01 Coir Fiber Baffle 1645A1 Temporary Stream Crossing DEEP. 900 SY� MIX & BAFFLES TO FRONT � � �� / / / MICHAEL H. � DB 1434 PG � DB 1434 PG / DB 1446 PG �/ 2 � u � �� x�b�o � _---'� - (ij _ _�- __- �- _ - � - � Q� � ,- ' os �� __- � � � � \ � � �' � � � � �' \ . �... � � �_ ,�-�-. � �... � \\ � � \ /�-�-.� \ � �-. � � � �� \ , � •o i _�__. - -� `\.. \ p `� _. - __-- � / �_ - - � _ - - � \ / � � � / o� s�o �� . �, � �, 30 �Mp � �\ � < /� /� �� \\ >� � xs/ � �� \ l.. �\ ��T� i� � '� \�� \ � \ � '� � \ \ �� \ _ // , /i� \� \ � � � �� pEPOSIT IS APPRpX \� � \ � �' F�'� PSN 3 � �FFP � � // \' / / � \�� \ \ \ � � �� ' ��ti ``��' �� \ /// / i�// �.0+ '�� \� � \ i� � /' P ��C � � \ \ / / / � � �'`�� \ � � � � �� 4� NOTE: THERE ARE POCKETS OF ENDANGERED PLANTS IN THIS AREA. / / \ �� / i/ �`r� CONTRACTOR SHALL COORDINATE WITH DIVISION ENVIRONMENTAL ANTHONY LEE DRUM � DB 1932 PG 565 � � � \ DB 1458 PG 165 � �� Q- OFFICER BEFORE AND DURING PROJECT TO ENSURE DB 4592 PG 1122 � � � �� NO DAMAGE TO THESE PLANTS s \ � . �i �� Jv \ � / / / � '� \LACE WATi'LE AT END OF PIPE � �/ � ,�v s ' ,O \ �i� �7 �� ,'�� ANTHONY LEE DRUM Q� � DB 1932 PG 565 i�� ' l � �� DB 4592 PG �I 22 GRAVEL CONSTRUCTION / \ � /� ( J' ENTRANCE � � �� \� �� ,,�./� �� - � � � /� % / / �� ., '� F O \\ \ � ■j' " � \� �c,Q'� � � � � � 2 � � r � � �� \ ' ��\ \ \\ . ` \� b s+� / � : / . \\ \\ \�� V � \\, � \ \ �/ \\\ � � �` � �� \�,� �P� /' \ \� ��\Ay"� ��\` e��AA �� `` s��.�EE EC-1 FOR WORK I N TH IS AREA � '�' `�`; `�� > ��P�`�' ;'' • � �� ` P \\ � ��r ��\ � �� ll' � \ �i �� , � ��5` ��r �.�� :�� V � � V� �� \ ,!/�� ro \ \ � ��\� a/No ��\ "/i �V"� �� . � �� \ b� � � .�� ,'\� � �� ;.�\ �� , ; � � �\ \ � � �. �� e � � ��' �� ^��/� � � ��r � \ \\ 2�// �.�\ �\ ll '\ \� r \\� \� / �° �� \ V �� \� � � `�� °'a� � � � �� \\ s\�\\ /�.� �i� \ �\ \ \\ / �d� . � �� \ �i \ � � �o � �� A � �6, � "S6� �� m�� ii �� \V �/�� ° �� y ''' Q \\ � � ��\ // \� \ �\ �% \ �� ,�'�a \ J �� O�rys \\ y �,\/� \ �`°��6; \ \\ i� `�=o � � ,��\ � �� \\ � \ "„ ` \ O9 /SLL -E.\\ � . _. � � . � � \� �' � � d / / CA, c APPROXIMATE CONSTRUCTION LIMITS FLY ASH CLEAN UP WORK SEQUENCE: 0 1. CONTRACTOR SHALL PERFORM MECHANIZED CLEAN UP WITHIN THE WETLAND SHOWN ON EC-1. 2. BEGINNING AT THE UPSTREAM END, INSTALL WATTLES EVERY 100' WITHIN THE STREAM. 3. BEGIN SHOVEL & BUCKET CLEAN UP OF THE FLY ASH DEPOSITS, STARTING AT THE UPSTREAM END AND COMPLETING A 100' SECTION BEFORE BEGINNING THE NEXT SECTION DOWNSTREAM. 4. ONCE THE FLY ASH DEPOSITS ARE COMPLETED AND ACCEPTED BY THE ENGINEER, REMOVE ALL WATTLES. �� 50' �� i�� a �� '� �ml J��OqP��g� ll �Il1Y11][D��°��1�� Illl� �IlI�� . . . ... . . . . . . . . 7'YD "��Y°V� ��Il1YYl1]�D�fD1C°�1IC°}� �Il`Y�It�Il�Il7l----------------------------- _� T� � ��1 �� Il�� IF�� d�YY'V" ��D��CIl�ll ��QllIlIl7Y��Il9� ��Il11�Il��ll ��IYIl�� ....... 1�3P�V1L ll��CJk� �Il]�� Il11ll�� Q1LIlIl1Y�1�lTIl� ll]C'a7t]p ll g'][D�"�� NC GRID y NAD 83 NA 2011 2 n�� . �� ` Q\ � � � � 3 � � = � \ \�� DBS3090 POU828 �. �� DB 4866 PG 2250 � �� . � � � �\ � � Z �.. \ � x �''' \\ w � �1��'�j \ .� \ \ \ T � �� _ � I \ � yJ, � � � y � �. . ,,o PROJECT REFERENCE NO. SHEET NO. 5/2/4o0/C EC-2 ENGINEER ````��, � � � � � � �,,,,�� `, ,�N C A RO ., �� ,,��,,, liy., : ��,O�ESS 0�,, % = �a SEAL ��9 = _ = 26960 = _ � Docu�igqq�d by: � � � � � �`,;ll'�(G � • `�" � o-,y ��`` , �� ,�, . . iss3aa,�a��s��1 SC��.�• 12/14/2016 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � Asheville, 1 O No��rolina 828�253�2796 Tri-Cities, ❑ Tennessee 423�467�8401 Vaughn & Melfon Knoxville9 ❑ Tennessee Consulting Engineers 865 �546 �5800 Middlesboro, Charlotte9 � Kentucky ■ North Carolina 606•248•6600 704�357�0488 Spartanburg, ❑ South Carolina 864�574�4775 Copyright 2013 Vaughn & Melton, Inc. � i APPROXIMATE CONSTRUCTION LIMITS � � J'i �l� ` \ - � � ti� `� � � -v � O.. \ s sy `� �/ . �'O`F O�OAA'p \\\ \\� `¢' `S�O+ � \\ l � �S � \ � � "> GASTO Gc � �°- � 1` \� DB 3090 CPGU 828 �� A�O \` �: �� X� o DB 4866 PG 2250 "9T T � �,, �� \.:_ �\ 'l�� '� 4 \\ � � \ 0° O FF,o � ■ ` Gj'� � ExisriN� /�FC`T �� '�::� ��\ '� � /O � � � QO � � - \ � T � \ � � 'yF F^,G/�FFR I��I� I��T�IIIE��T��1[IE��IIs ��T�� I�II��If��'�II�� IF �I°��T�I��I��II��T �� I8�1LEII�1H, �V.� `"�I�1`� �"I�.�� \ II) •� I'�I� �I"I�:� �l I��I( �.��"I�I(�>\� �� 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation `\\`\` \\ :;. � PROJECT NOo 51214o01C COUNTY GASTON ��Q�� o� �o��a C�a�O�o�a DC�G°�Qa�[�f��1� OI� i�G�Q�I�G°�OG�i�Qii�O�l �a��o�� NC 16 FLY ASH C�EAN UP �� C��l DQ u C� �10. [��I � � DD,4TE �bC�C�4 P�O. EC-2 4041�d �aC�C�4� DRAPE BAFFLE MATERIAL OVER WIRE AND SECURE WITH PLASTIC TIES AT AND ON '"'T � � �. ,��_, �„►► 9 GAUGE MiN HIGH TENSION WIRE STRAN SHALL BE SECURED TO POST TO SUPPORT BAFFLE MATERIAL NOTES: STRAND POSTS INSTALL T-POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND SECURE TO VERTICAL POST CS/"� I' I' L C IVI/"� I C I� 1/y L 1. INSTALL THREE(3) COIR FIBER BAFFLES IN SILT BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS WITH A PA IN F 1/ S C G 0 4 2 . TWO ( 2 ) INSTALLED LESS THAN SPACING OF THE BASIN LENGTH. COIR FIBER BAFFLES CAN BE IN SILT BASINS AND DAMS 20 FT. IN LENGTH WITH A 1/3 THE BASIN LENGTH. 3. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT BE BELOW BASE OF EMERGENCY SPILLWAY ELEVATION. . .. .� . . .. .., . . ..., . . + . . . AT 12 " MAX I M U M .� ..,.,.. ��.., SPACING � BAFFLE MATERIAL BAFFLE TO THE USING MATERIAL SHALL BE SECURED BOTTOM AND SIDES OF BASIN 12" LANDSCAPE STAPLES EXCELSIOR � 2' ( MAX . ) MATTING 2 I N .� SLOPE ISOMETRIC VIEW 2' UPSLOPE eTn�� CROSS SECTION VEE DITCH EDGE OF PAVEMENT NATURAL GROUND 2' DOWNSLOPE STAKE 2' UPSLOPE �� -��^ � � uvuuiv��urt CROSS SECTION STAKE TRAPEZOIDAL DITCH aROUND FLOW NOTES: USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. INSET A INSET B TOP VIEW GENERAL NOTES 1 2 3 4 5. 6. 7. 8. 9. 10 11 12 13 14 15 16 BASEMAP PROVIDED BY: VAUGHN & MELTON. CONTRACTOR SHALL CONFORM TO THE NOTES AND DETAILS PROVIDED ON THESE DRAWINGS. TESS IS DESIGNED FOR TEMPORARY SURCHARGE LOADING OF 450 PSF. TEMPORARY CONSTRUCTION DEWATERING IS REQUIRED TO INSTALL THE TEMPORARY EXCAVATION SUPPORT SYSTEM (TESS) AND ALLOW THE UTILITY REPAIR. THE TESS IS NOT DESIGNED TO RESIST HYDROSTATIC PRESSURES. INTERNAL AND EXTERNAL DEWATERING IS REQUIRED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY AND UNDER NO CIRCUMSTANCES SHALL THE ENGINEER BE RESPONSIBLE FOR CONSTRUCTION SITE SAFETY. THE CONTRACTOR SHALL PROVIDE A SAFETY RAIL AND MEANS OF EGRESS AND INGRESS IN COMPLIANCE WITH OSHA STANDARDS. CONTRACTOR SHALL STRICTLY ADHERE TO THE CONSTRUCTION SEQUENCING AND STAGING OUTLINED ON SHEET W-3 AND W-4. CONTRACTOR SHALL MAINTAIN A MINIMUM CONSTRUCTION EQUIPMENT SET-BACK OF 5 FEET FROM THE PILE AND LAGGING WALL AT ALL TIMES. BACKFILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT REQUIREMENTS. WALERS SHALL NOT BE REMOVED UNTIL STRUCTURAL BACKFILL IS PLACED WITHIN 6 INCHES FROM BOTTOM OF INDIVIDUAL WALERS. THE CONSTRUCTION OF THE SOLDIER PILE AND LAGGING WALL SHOWN ON THESE PLANS SHALL BE MONITORED AND TESTED BY THE CE&I ON A FULL TIME BASIS TO CONFIRM THAT THE CONSTRUCTION IS IN ACCORDANCE WITH THE INTENT OF THE DESIGN. IF THE ELEVATION, LOCATION, SURCHARGE LOADING, OR GRADING SURROUNDING THE WALL CHANGES FROM THOSE DEPICTED ON THESE PLANS, ECS SHALL BE NOTIFIED SO THAT MODIFICATIONS TO THE GEOTECHNICAL DESIGN CAN BE MADE, IF NECESSARY. THE CE&I SHOULD OBSERVE ALL WALL CONSTRUCTION ACTIVITIES TO CONFIRM THAT THE SITE CONDITIONS ARE CONSISTENT WITH THE DESIGN PARAMETERS. WHERE DISCREPANCIES ARE NOTED WITHIN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SUCH DISCREPANCIES IN WRITING. THESE PLANS SHALL NOT BE SCALED OR USED FOR LOCATION OF PAVEMENTS, STRUCTURES OR RETAINING WALLS. THE CONTRACTOR SHALL PROVIDE LAYOUT AND COORDINATION AS NEEDED BY THE WALL CONTRACTOR. SOLDIER PILES MAY BE INSTALLED AS DRILLED-IN PILES OR BY DRIVEN METHODS. IF DRILLED-IN IS CHOSEN, THE ANNULUS BETWEEN THE SOLDIER PILE AND BOREHOLE SHALL BE BACKFILLED WITH CONCRETE WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI BELOW THE TOP OF FOOTING ELEVATION. CONTRACTOR MAY PRE-DRILL FOR DRIVING. CONTRACTOR MAY INSTALL WALER OPTION A OR B. CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE SELECTED WALER OPTION TWO WEEKS PRIOR TO MOBILIZATION. STRUCTURALSTEEL 1 2 3 4 5 6 7 : E 10 ALL STRUCTURAL STEEL SHALL BE OF THE GRADES INDICATED BELOW, UNLESS NOTED OTHERWISE ON PLANS OR DETAILS: a. HP SHAPES ASTM A572 GR50. b. WIDE FLANGE SHAPES ASTM A992 GR50. c. OTHER ROLLED SHAPES ASTM A36 TYPICALLY, U.N.O. ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE AS MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS AND SPECIAL PROVISIONS. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE - STEEL° (AWS D1.1) OF THE AMERICAN WELDING SOCIETY OR NCDOT SPECIFICATIONS. FILLET WELDS SHALL USE THE SMAW PROCESS WITH E70XX LOW HYDROGEN ELECTRODES. ELECTRODES FOR WELDING SHALL COMPLY WITH THE REQUIREMENTS OF AWS D1.1 TABLE 4.1.1. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. NO CHANGE IN SIZE OR POSITION OF ANY STRUCTURAL ELEMENT NOR HOLES, SLOTS, CUTS, ETC. SHALL BE MADE UNLESS DETAILED AND NOTED AS PROPOSED CHANGE ON THE SHOP DRAWINGS AND REVIEWED AND ACCEPTED BY THE STRUCTURAL ENGINEER. FIELD USE OF GAS CUTTING TORCHES IS PROHIBITED FOR CORRECTING FABRICATION ERRORS IN PRIMARY STRUCTURAL FRAMING. PARAGRAPH 3.3 OF THE AISC CODE OF STANDARD PRACTICE SHALL BE SUPERSEDED BY THE FOLLOWING: "ALL THINGS WHICH IN THE OPINION OF THE CONTRACTOR APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CORRECTIONS OR WRITTEN INTERPRETATIONS WILL BE MADE BEFORE AFFECTED WORK PROCEEDS." PARAGRAPH 4.2.1 OF THE AISC CODE OF STANDARD PRACTICE SHALL BE SUPERSEDED BY THE FOLLOWING: SUBSTITUTE FOLLOWING: INDICATION OF COMPLIANCE BY THE OWNER OF SHOP DRAWINGS PREPARED BY THE FABRICATOR INDICATES THAT THE FABRICATOR HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS. SUCH INDICATION DOES NOT RELIEVE THE FABRICATOR OF THE RESPONSIBILITY ASSIGNED TO HIM FOR THE DESIGN AND DETAILING OF CONNECTIONS ASSIGNED TO HIM, NOR FOR THE ACCURACY OF DIMENSIONS ON THE SHOP DRAWINGS, NOR FOR GENERAL FIT UP OF PARTS TO BE ASSEMBLED IN FIELD. QUALITY ASSURANCE, INSPECTION AND TESTING 1. 2. 3. 4. 5. 6. 7. ENSURE THE TESS IS IN THE PROPER ALIGNMENT, A CONCRETE TEMPLATE MAY BE USED TO FACILITATE INSTALLATION. PILE AND LAGGING WALL LENGTH SHALL NOT VARY BY MORE THAN 12" IN ANY DIRECTION. A CE&I FIRM SHALL BE RETAINED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO PERFORM TESTING OF STEEL AND WELDING. SEE PROJECT SPECIFICATIONS FOR REQUIREMENTS. THE CONTRACTOR, IN CONJUNCTION WITH THE CE&I AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, SHALL DETERMINE THE FREQUENCY OF THE TESTING NECESSARY TO INSURE THAT THE DESIGN REQUIREMENTS ARE BEING MET. THE CE&I SHALL VERIFY THAT ALL WELDERS HAVE SATISFACTORILY PASSED AWS QUALIFICATION TESTS FOR THE WELDS WHICH THEY WILL PERFORM. ALL WELDING SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH AWS D1.1 AS APPROPRIATE TO THE MATERIAL THICKNESS. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS, SEE INSPECTION TABLE SHEET W-3. INSTRUMENTATION AND MONITORING 1. INCLINOMETER CASING SHALL BE ATTACHED TO SOLDIER PILES PRIOR TO INSTALLATION OR INSTALLED IN A SECONDARY DRILL HOLE WITHIN ONE FOOT OF THE WALL FACE. 2. INCLINOMETER CASING SHALL CONSIST OF 2.75" O.D. CASING. 3. INCLINOMETER CASINGS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THESE DRAWINGS. ECS SHALL BE PRESENT DURING INCLINOMETER INSTALLATION. 4. INCLINOMETERS SHALL BE MEASURE WHEN EACH WALER EXCAVATION IS COMPLETE AND WEEKLY ONCE THE FINAL EXCAVATION DEPTH IS ACHIEVED. J J a U z O Z O � � � W � W � U � 0 � � N � .-. W � � � Q � H w J U W O. � � m � � � U Z ... H � O a a � � O H- � U X W � a O a � W I— Q z J � U H � 0 Z Q � J w ,—, > t� w ,—, � zx � ��o Y N �uw�00 Q 0 U u� w z� Z N N H � � o I ��w `� o�w� z�o�'��z� w � �^Uw� � Q^�z N = � O U O I� � � � � � ECS REVISIONS ENGINEER I DRAFTING MEH SCALE AS SHOWN PROJECT NO. 08-11810 W-2 DATE: 10-07-2016