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HomeMy WebLinkAbout20170932 Ver 1_WBS 12 105511 NC 27 Pipe Repair Lincoln County_20170727• � See Sheet 9 A For I ndex of Sheets �______ ro Nc �50 �� �� � � ��� � � ��� �� ��� � � ���� �� LOCATI01�: 1�C 27 300' WEST OF SR 1008 (GROVE STREET) TYPE OF WORI�: MAII�TEI�AI�CE DRAII�AGE REPAIR �- r� ��N�o�NTo N � Prepored in th�e Office of: HYDRAULICS E11tGI11tEER GRAPHIC SCALES PROJECT LEI�GTH DI VISI01� OF HIGHWA YS 2� �� � 20 4� 1000 Birch Ridge Dr., Raleigh NC, 27610 �� �0��%G;� � � �a 2012 STANDARD SPECIFICATIONS �'c� � � PLANS �� � �� PROJECT LENGTH = Oo076 MILES P.E. SIGNATURE: w� � 0 RIGHT OF WAY DATE: C. GU RLEY, PE a � � PROJECT ENGINEER R OAD WA Y DESIG11l � � ENGI1�lEER ` a PROFILE (HORIZONTAL) ���� aoQ�� p LETTING DATE: J. WILLIS �� p�p��� PROJECT DESIGN ENGINEER PROFILE (VERTICAL) P.E. SIGNATURE: C r c INDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1A INDEX DF SHEETS. GENERAL NOTES, AND STANDARD DRAWINGS 1B CONVENTIONAL SYMBOLS 1C-1 SURVEY CONTROL SHEETS 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS 3D-1 DRAINAGE SUMMARIES 4 PLAN SHEET TMP-1 THRU TMP-2 EC-1 TRAFFIC MANAGEMENT PLANS EROSION CONTROL PLANS GENERAL NDTES: 2012 SPECIFICATIONS EFFECTIVE: 01-17-2012 REVISED: 01-24-2017 SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE ATBT. CHARTER CABLE. TIMEWARNER CABLE, CITY OF LINCOLNTON. AND PIEDMONT NATURAL GAS. EFF. 01-17-2012 REV. 05-24-2017 2012 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Draw�ngs" Highway Design Branch - N. C. Department of Transportation - Raleigh. N. C., Dated January. 2012 are applicable to this project and by re-Ference hereby are considered a part oF these plans: STD.NO. TITLE DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation DIVISION 6- ASPHALT BASES AND PAVEMENTS 654.01 Pavement Repairs DIVISION 8 - INC[DENTALS 840.00 Concrete Base Pad for Dralnage Structures 840.01 Brick Catch Basin - 12" thru 54" Pipe 840.02 Concrete Catch Basin - 12" thru 54" Pfpe 840.03 Frame, Grates and Hood - for Use on Standard Catch Basin 840.14 Concrete Drop Inlet - 12'� thru 30" P1pe 840.15 Brick Drop Inlet - 12" thru 30" Pipe 840.16 Drop [nlet Frame and Grates - for use with Std. Dwg 840.14 and 840.15 840.31 Concrete Junction Box - 12" thru 66" Pipe 840.32 Bricl< Junctlon Box - 12'� thru 66" P1pe 840.34 Trafflc Bearing Junction Box - for Use with Pipes 42" and Under 840.45 Precast Dralnage Structure 840.46 Trafflc Bearing Precast Drainage Structure 840.54 Manhole Frame and Cover 840.66 Drainage Structure Steps 840.71 Concrete and Brick Pipe Plug 846.01 Concrete Curb. Gutter and Curb 8 Gutter 876.02 Guide for Rip Rap at Pipe Outlets BOUNDARIES AND PROI'ERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�g- - - - Proposed Wetland Boundary w�g Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil -�' — S— �' - Potential Contamination Area: Soil -�— S—�- Known Contamination Area: Water - '� —W— �' - Potential Contamination Area: Water -� W � Contaminated Site: Known or Potential �' ? BUILDINGS A111D 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 o�-�--�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � � " I' •� " I I'� �' � I �' �) �'� " I' I'I -' -�� � � ., � .,� , II�� ` I (� � � I .�� I- I i�' 'I `� ��' . �� �'" • • • • • � • RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — Note: Not to Scale *S. U.E. _ CSX TRANSPORTAT/ON O MILEPOST 35 � SWITCH --�— ---�— ---�— —� RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap 0 New Permanent Easement Pin and Cap O Vertical Benchmark m Existing Right of Way Marker 0 Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R�W Marker New Control of Access Line with Concrete C�A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement �� W ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub i� 0 � W in� 0 '"' ��— �c� �A, E -E- TDE PDE DUE PUE TUE AUE C F _ CR � ����������i � � Subsurface Utility Engineering Hedge Woods Line 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 B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: 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 6(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 B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) r.�.-�.�.3�.�.�.�.�.�.'� � � � � Vineyard CONC J ��N� WW I ` WATER: 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 Tower �________� U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) � CB U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) O 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.*) � � O 0 � HH - - - -T- - - - - - T - - T - - - -T�- - - - - -TC- - 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 6(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 A/G Water --T�--- TV - - - -TV FO- - - - -TV FO- TV FO � � — —c— — -�— A/G Gas 0 O ss A/G Sanitary Sewer — — — —F55— — — - — —FSS— — FSS • � 0 ❑s - 7UTL - 0 UST 0 � 0 AATU R E.O.I. +� � L +� � L C C C C J J a � a ���oo�o�o ���oa�o 1 " . �____________T __ � GRADE TO THIS LINE � COMPACTED SUBGRADE PAVEMENT SCHEDULE C PROP. APPROX. 2.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD. E PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. R 2'6" CONCRETE CURB & GUTTER U EXISTING ASPHALT PAVEMENT NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. COMPUTEOBY:RTB DATE: 712112017 PROJECTNO. SHEETNO. CHECKEDBY:BKS DATE: 7127120i7 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ,=.,055„ 3D-1 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. LIST OF PIPES, END WALLS, ETC. (FOR PIPES 48 INCHES & UNDER) >o a ENDWALLS n w m o ABBREVIATIONS viis�w �m'� E _ ` � � U y O STATION z o � � � DRAIN PIPE C.S. PIPE R.C. PIPE R.C. PIPE i� � �.: � x FRAME, � � j � w � � CLASSIII CLASSIV �� STD.898.01 � o� �� s. GR4TES, � m e C.B. CqTCH BASIN Q ? W w w W Q Q 838.110R o Q a STANDARD U �� c N.�.I. NARROW OROPINLET W ¢ STD.898.80 � � � � e � � � � DROP WLET rc ,i � > > � o o (UNLESS a 840.03 w ,�.� e o w N °O �.I. � � � � � NOTED y e o o d. w y� � °�O GRATED OROPINLET � � � OTHERWISE LIN. °O °�O °�O °° `" F c� ^� `� N G.D.I. (NARROW SIOT) o �z w o 0 0�� a � � G.D.I.�N.S.) F U U F'(. � m ti,� a w��� � � � �,g, IUNCT10N BOX SIZE cai it" 75� 18�� 24" JU�� 86" 4T� 48" u w 12�� iS� 18�� Z4�� 7U" 3fi" 42�� 48" 1T� 15� 18�� 14" 7U�� Sfi" 4T� 48�� 12�� iS� 18�� 24�� 7U" 3fi" 42�� 48" > vi ui CU.YARDS o A B � a� a��� O � c� c� o � m - M.H. MANHOLE o a a a � � � � i '�' � rc H ui �" u��`� y� m w � "- T.B.�.L TRAFFIC BEARING w w w g w n i a � N c N y a THICKNESS ���� w J J z 6 > e z e�- "' - � 3����++ w a x Uq J TB�B DROPINLET i� i� a � mo e TYPE OF � ¢ m o c� q a TRAFFIC BEARING ORGAUGE � o z z z z o�-, a a c � ' y i � a W GRATE w ,�<, � u+ w w f f--�� W � '�- 7 p 0 o y a �' � o o i m � qd qa H H i> � m a � IUNCTION BOX o c o o ci z c' W - o qQ ��� ?? o a zo m c� � � rc a z - - r a 'n cs> y _______ ai c� � z z "' � E F G o � o c c� c� c� c� c� c� c4 m cm.i c �+ c�.i u - REMARKS 401 828.44 6 1 1 6 60 15" RCP 402 822.57 1 C.B. CONVERT EXISTING 401 402 825.11 818.82 100 403 1 D.I. CONVERT EXISTING 403 402 819.18 818.82 18 404 822$8 1 C.B. CONVERT EXISTING 402 404 818.72 817.8 46 405 817.67 1 1 T.B.J.B. 404 405 817 7 814.34 96 406 817.56 1 1 T.B.M.H. 405 4G6 814.24 812.84 70 407 812.47 1 5 0.9 1 T.8.J.8. 406 407 812.74 808 7? 50 TO BE PROVI�ED BV DEPARTMENT 407 Ol1T 800.9 7999 50 TO BE PROVIDED BY DEPARTMENT SHEETTOTALS 100 100 130 4 5 0.9 4 2 1 60 �"I'., \'I'I.�; C�)I���' \'C�)I'�"I'I I � �'.,��" I''�C�)I.,I \� .,�\ l�)�' 1 � � 1 � 1 ��)J �� ��)1 '' � 1 1 1 � �� 1 1 �� .,'�: �i � Kipian Rd. � West Lincoln Bapt Ch � ��a 1599 ceeF�d b`°.j' �e��� � 1600 �%°G�\,e� . a+��e�d c°�c, e �� 2037 1220 1005 �a 3� r° � 1008 �a �'°�e 1426 (Elm Grove Rd� 1221 `C/ ��F r � PROJECT SITE m 1598 �'�`� a � ,.a�% 1797 0� 1597 a \ 1431 < A6 Our Savior Ch State Highway 182 � � � ���. 182 1228 WORK Z01VE SAFETY £� MOBILITY "from the MOUNTAINS to the COAST" r,;,� 2027 � � Kiser Intermediate S�hoa� � First Wesleyan � Ch � ''o� �� �s� B V V 321 Park Sch 1405 � _ ., Sa Fi�St Presby �;- Ch _, sQ o` `+ ' �223 yaeHinte ,^• �e v � q �G N,F \�y\ .�(1 '" 1224 6 (!i Lincoln Ave \ a`�e,��d � Bapt Ch �ec��e te N 9��ay 2� o- 2 7 Rhyne Heights � � sc 5`a o,a Meth. Church S��O� 1225 � - �, y �n 1222 1407 ° � � Sr dr�, Pa ao, ��2s 1408 \ ✓ 1414 �P Ross Sr ca��a� ch c 1226 � 1227 (Norville Rd) 1261 � � Calvary � /C h 1225 �� o. �� c 1260 Z,� L 2% G`��c hres �, r 1259 y s, VICINITY MAP (NOT TO SCALE) �., �t, y N N m � � N 1406 B V V 321 1238 ON o F /yiG \ NORrH y �S oF � � q � �� �o � 4 �� �� s � 2 tr �r � tr 0 � m o � �° � o O v ,� � � �� �� � � �� oe- ? �' Q � �p T pF TRPNS C� �F rRAFF�G I1�DEX OF SHEE TS SHEET N0. TMP-1 TMP-1A TITLE TITLE SHEET, VICINITY MAP, INDEX OF SHEETS LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, MANAGEMENT STRATEGIES, GENERAL AND LOCAL NOTES ��11[]ElE`Il" N�. TMP-1 GEI�ERAL 1�lOTES CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER. TIME RESTRICTIONS A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: ROAD NAME Any Road DAY AND TIME RESTRICTIONS MONDAY THRU FRIDAY 7:OOAM TO 9:OOAM & 4:OOPM TO 6:OOPM B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: ROAD NAME ANY ROAD HOLIDAY 1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER. 2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 7:00 A.M. DECEMBER 31st TO 7:00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 A.M. THE FOLLOWING TUESDAY. K� � FOR EASTER, BETWEEN THE HOURS OF 7:00 A.M. THURSDAY AND 7:00 P.M. MONDAY. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 7:00 A.M. FRIDAY TO 7:00 TUESDAY. 5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 7:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER INDEPENDENCE DAY. C:� 7. IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 7:00 A.M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER INDEPENDENCE DAY. FOR LABOR DAY, BETWEEN THE HOURS OF 7:00 P.M. FRIDAY AND 7:00 P.M. TUESDAY. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 7:00 A.M. TUESDAY TO 7:00 P.M. MONDAY. 8. FOR CHRISTMAS, BETWEEN THE HOURS OF 7:00 A.M. THE FRIDAY BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS. FOR THE BATTLE OF RAMSOUR MILL REENACTMENT OCCURRING AT IN JUNE BETWEEN 2 HOURS BEFORE THE START AND 2 HOURS AFTER THE END OF THE THE BATTLE OF RAMSOUR MILL REENACTMENT . C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQUIREMENTS D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. I) PROVIDE TRAFFIC CONTROL FOR APPROPRIATE LANE CLOSURES FOR SURVEYING DONE BY THE DEPARTMENT. PAVEMENT EDGE DROP OFF REQUIREMENTS J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. TRAFFIC PATTERN ALTERATIONS K) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING L) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. PROJ. REFERENCE NO. SHEET NO. 12.105511 TMP-1A LOCAL 1�OTES MAINTAIN DRIVEWAY ACCESS TO ALL PARCELS DURING CONSTRUCTION. TRAFFIC SHALL BE MAINTAINED DURING OPEN CUTTING OPERATIONS FOR UTILITY CONSTRUCTION. ONLY ONE LANE MAY BE CLOSED AT ANY GIVEN TIME. MA1�lA GEMEI�T STRA TEGIES THE CONSTRUCTION OF THIS PROJECT WILL BE COMPLETED USING TEMPORARY LANE CLOSURES AS NEEDED. R OAD WA Y S TAI�DARD DRA WI1�lGS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS►► _ PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1101 .01 1101 .02 1101 .04 1101 .05 1101 .11 1110.02 1130.01 1135.01 1150.01 1180.01 WORK ZONE ADVANCE WARNING SIGNS TEMPORARY LANE CLOSURES TEMPORARY SHOULDER CLOSURES WORK ZONE VEHICLE ACCESSES TRAFFIC CONTROL DESIGN TABLES PORTABLE WORK ZONE SIGNS DRUM CONES FLAGGING DEVICES SKINNY-DRUM � � F H� \� NORTy C�'h. �`' oF � � � : �� �'o -� o ��- �, s � � �� �� 0 � m o � O v � O � �� ��- � � �� oe- ? ti �O T O F T R PNSQ GO �F 7RAFF�G TRANSPORTATION OPERATIONS PLAN 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 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1631.01 Matting Installation �R��I�N AN� ���IMEN� C�N�C��� M���VR�� ES d• � �escriFEion Symbo] 1605.01 �[°�������� �Il�� IF���� -- -- -- -- -- - 1606.01 S���Il�� ���1n���� �C������ 1F���� 1632.03 °�°��� � -------------------------- C � � 5� by 6� Wlth Estimated 6 Estimated MATTI1�lG FOR EROSI0111 C01�TROL I'' I �� \� . �, : � ,� ,�. � �- - � 1�� - � .� C I a ss B Ri p Ra p Fi Iter Fa bric. Ton Class B Stone 10 SY Filter Fabric CONST LINE FROM T� SIDE EST IMAT E l SYl SHEET N0. ST R.# ST R.# EG-I 24" PIPE 0401 0402 112 24" PIPE 0402 0403 25 24" PIPE 0404 0405 67 24 " P I PE 0405 0406 50 24" PIPE 0406 0407 135 24" PIPE 0407 OUT 165 5U TOTAI. 554 M I yGEI•I•ANE U5 MAtt I Nla t 0�E I N51A I•EO A5 0 I RE t ED 6Y tNE N� I NEEK 5'S4 TOTAI. 554 5AY 575 I�� C�) I'� I'' I'< <�> I'' ��) � I�: I1� '' �� � � . - � � , � . . �� , .�, \ �� , ; . ������� ;�� . � \ % .� Place Matting for Erosion Control on All Disturbed Slopes as Wo rk AI I ows � _- _ ,, �-__ % , ;� � ��� � � �•- �� // i �� I�/ i � ��' �� , , , ,, �J� zA° R=P = � � Conv OT Place Matting for Erosion Control on Finished Grade of All Areas Where Pi pe is I nsta I led as Wo rk AI I ows ' ' �\\29,e �� �� 040 / / i REP,�ACE C&G ��� , , . �S NEEDED i � � / / ��'' c�9,,.�. ,, � �� �` , � � � ' �'�,� , , % ' �� � I \ / j — ��� A oao , , TB JB w/Slab Lid • �% . ,, ,.-� J �1, Con�:"�OTCB To / TB JB w�Slab Lid 24" —III 04° REP�ACE C&G �S� NEEDE� 040 � �� 040 . � , ��� A�A� w/MH / / 0 : 9�- / � / � / / / �ce/ / �5 / _JB��ab Lid SIGN O �°O 0 / / i �2° R�P o � '