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Home My WebLink About20161013_17BP.2.R.67_Beaufort Br110_100%_submittal (2)_20170530DocuSign Envelope ID: D95C8ECF-6611-4233-AD24-E1DFB91C6D9E • � See Sheet �-A For I ndex of Sheets See Sheet �-B f or Conventi onal Plan Sheet Symbols See Sheet � C- � and � C-2 f or Survey Control Sheets � 0 0 0 � �� \� �� `�� J�� LOCA TI01�: REPLA CE BRIDGE 1�0. IIO O VER BEA VERDAM S WAMP 01� SR 1507 (SLATEST0I�E ROAD) TYPE OF WORI�: GRADI11tG, DRAI11tAGE, PA VI1�G A11tD STR UCTURE TO SR 1501 (HIGHLAND DRIVE) SR 1507 SLATESTONE ROAD BEGI11l PROJECT 17BP.2.R.67 BEGIIV C011lSTR UCTI0111 —L— POT STA l2 + 00.00 BEGIN BRIDGE -L- POC STA 14 + 41. i i — 1 1 \O e Mp�N0�1A I I 1REE 1 � 'AI .; � �� -L- POC STA 15 + 14.19 ` END CONSTRUCTION -L- STA 16 + 70.00 � 3� �---------�—� _ g � �� I' I' i� � E11tD PROJECT 17BP.2.R.67 —L— POC STA 16 + 20.00 TO NC 32 � --- � �-- il � — I � I � �� 5 0 � Z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce of: HYDRAULICS E11tGI11lE •""""•� GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH �" �ARo� �'•,, �,, o� ,... . .,, ,ti ,� HNTB NORTH CAROLINA, P.C. �•`�;'�FESS./0'.9'�� ADT 2011 = 1700 343 E. Six Forks Road, Suite 200 �:'�� q�': % 50 25 0 50 100 Raleigh, North Carolina 27609 ::� SEAL �: = o� �O�p� ADT 2031 = 3400 NC License No. C-1554 . 15764 � � DocuSigned b'�i '. F �. �� ; G�� a K = � 0 p�0 2012 STANDARD SPECIFICATIONS �� $� �,� � PLANS _ DAVID W. BASS, PE Z ��$� E 5 4 F 4�q"' F sl AEe ;�`'•, �Q o�� D= 60 % LENGTH OF ROADWAY PROJECT 17BP.2.R.67 — 0.065 MILES PROJECT ENGINEER �� P��'''��•`' o a SIGNAT URE: r,r li n 50 25 0 50 l00 T— 6 %* RIGHT OF WAY DATE: ,.o��"cARo�'•,,, �, o LENGTH OF STRUCTURE PROJECT 17BP.2.R.67 = 0.014 MILES MONICA J. DUVAL ROADWAY DESIGII�.� �....•••••••.. �. � V= 55 MPH OCTOBER 5� ZO� 6 PROJECT DESIGN ENGINEER �•, ��'pF�S$ l�':�9,�'� � Q E1�GII�EER ; PROFILE (HORIZONTAL) * TTST =2% DUAL 4% TOTAL LENGTH OF PROJECT 17BP.2.R.67 = 0.079 MILES =�� SEAL�9��: = �� QOQ� l 0 5 0 l 0 2 0 F U N C C LAS S= LETTING DATE: H O N F. Y E U N G P E DocuSigned by: � �:.. 02 0� o�.:; °� �� a�� NCDOT CONTACT �� w• ,� � V�, � N��PS,�.`�, LOCAL APRIL 12, 2017 �''• W��• PROFILE (VERTICAL) SUBREGIONAL TIER Z �F�9�'�SOD39407 P.�,,,,��,�. SIGNATURE: � DocuSign Envelope ID: OEEC6CBF-DA46-47ED-8786-A2153F552466 INDEX OF SHEETS SHEET NUMBER 1 1 A-1 1B-1 1 C-1 TH RU 1 C-2 2A-1 2 C-1 3 B-1 4 TMP-1 TH RU TMP-2 EC-1 TH RU EC-7 UC-1 THRU UC-4 UO-1 THRU UO-2 X-1 TH RU X-6 S-1 TH RU S-18 GENERAL NOTES: GRADE LINE: GRADING AND SURFACING: CLEARING: SHEET TITLE SHEET INDEX OF SHEETS, GENERAL NOTES & LIST OF STANDARDS SYMBOLOGY SHEET SURVEY CONTROL SHEET TYPICAL SECTION SHEET STRUCTURE ANCHOR UNIT DETAIL EARTHWORK, PAVEMENT REMOVAL, GUARDRAIL SUMMARY, ROW SUMMARY, & DRAINAGE SUMMARY SHEET PLAN & PROFILE SHEET TRAFFIC CONTROL PLANS EROSION CONTROL PLANS UTILITIES CONSTRUCTION PLANS UTI LITI ES BY OTH ERS CROSS SECTION SHEETS STRUCTURE PLANS 2012 SPECIFICATIONS EFFECTIVE: O1-17-2012 REVISED: 10-31-2014 THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: SIDE ROADS: GUARDRAIL: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. SUBSURFACE PLANS: END BENTS: UTI LITI ES: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. THE ENGINEER SHALL CHECK THE TRUCTURE END BENT PLANS, DETAILS, AND CROSS SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION APPROCHING A BRIDGE. UTILITY OWNERS ON THIS PROJECT ARE POWER - CITY OF WASHINGTON PHONE - TRI COUNTY TELEPHONE CATV - SUDDENLINK WATER - BEAUFORT COUNTY WATER ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. EXCEPT AS SHOWN ON THE PLANS. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS. EFF. O1-17-2012 REV. 02-29-2016 2012 ROADWAY ENGLISH STANDARD DRAWINGS 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 applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.03 Method of Clearing - Modified Method II 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation 310.10 Driveway Pipe Construction DIVISION 4 - MAJOR STRUCTURES 422.10 Reinforced Bridge Approach Fills DIVISION 5- SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 8 - INCIDENTALS 840.00 840.29 840.35 840.66 846.01 862.01 862.02 862.03 876.01 876.02 Concrete Base Pad for Drainage Structures Frames and Narrow Slot Flat Grates Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates Drainage Structure steps Concrete Curb, Gutter and Curb & Gutter Guardrail Placement Guardrail Installation Structure Anchor Units (Beg. March 2013 letting use detail in lieu of Standard) Rip Rap in Channels Guide for Rip Rap at Pipe Outlets BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number i23 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 EAB 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 AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery ; 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 � FLOW False Sump � �� J�� 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 R�W 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 0 SWITCH � �� . W Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES.• Existing Edge of Pavement — Existing Curb — . �` W in� 0 .�. � �c� L , A---�— c E E TDE PDE DUE PUE TUE AUE � 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: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp �R Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Eq�al�ty Symbol � Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge Woods Line �3 � 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 B(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 Li ne LOS C(S. U. E*) U/G Water Li ne 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 6(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.*) � � O ❑T � HH - - - -T- - - - - -T- - T - - - -TC- - - - - -TC- - TC - - - -T FD- - - - -T FO- - T FO GAS : Gas Va lve 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 W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �- A/G Gas OO O ss A/G Sanitary Sewer - - - -FSS- - - - FSS • � 0 ❑s - 7UTL 0 UST 0 � m AATU R E.O.I. -L- STA 12 + 00.00 BEGIN CONSTRUCTION LOCALIZED PROJECT COORDINATES N= 670,411.6447 E= 2, 614, 889. 8164 O O + O � 0 � ol� — TO SR l50/ (NIGHLAND DR) SR 1507 SLATESTONE RD 2/.7' BST NCDOT GPS STATION "60110-1 " LOCALIZED PROJECT COORDINATES N= 670,446.6380 E = 2, 614, 685.5470 CONTROL DATA I1 0 0 0 �� POINT DE�Co NORTH ERST ELEVRTION L STRTION OFFSET ———— ———— — —— ——— ———— —— ———— ——— ———— ——— ———— ——— —— — ——— ———— ——— ———— ——— ———— —— ———— ——— — 6�11�1 67�4460638� 26146850547� 37012 OUTSIDE PROJECT LIMI—� BL3 67�364047�3� 26151360792� 37013 14�5�0�7 .��a32 L1�� 6�11�? 67�2�1��i�h� ?F1�7��74��i 37a?� ��3�0�5 ;4�8� II N 57° 35' 10.4" E PT Sta. 10+63.6/ —L— POT STA 13+90.27= —DRVI— POT STA 10+00.00 —DRV2— POT STA 10+00.00 PT Sta. 10+77.39 S 58° 05' 12.9" E PC Sta. 10+87.38 S 75° 4/` 40.�" E S l4° l8' 19.2" W —L— / � rn � � a D � PC Sta. 10+�� NCDOT BASELINE STATION "BL-3" LOCALIZED PROJECT COORDINATES N= 670,364.4790 �4 E = 2,615,136.7920 PC Sta. 11+2/.90 PC Sto. 11+92.24 -L- STA 16 + 70.00 END CONSTRUCTION LOCALIZED PROJECT COORDINATES N = 670,295.5127 E = 2, 615, 345.2430 � 1�OTE: DRA WI1�G 1�OT TO SCALE NCDOT GPS STATION "60110-2" LOCALIZED PROJECT COORDINATES N = 670,221.0360 E= 2, 615, 700. 7400 NOTES: POT Sta.22+36.78 ' 76° 23' /2.0" E TO NC 32 — THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP://WWGV.NCDOT. GOU/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: TIP 060110_LS_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. SURT�EY C01�TROL SHEET 060110 PRELIMINARY ROW /EASEMENT POINTS ROW M�1R��R ��RM�1��T ��M��T � ��I�� ST�TIO� O��SCT ��JORT C��T � 11+��0�� —��o�� 46�042�4 2�14g��o�2�� 1 1+�i � o�� 6� o�� 6��4�4 0 4��2 2614g�� o�42� � 12+��0�� ;��o�� 6��022�4 2614�3�og��4 � 1�+��0�� 4�0�� E��o��C6 2E1��240�464 � 1�+6�0�� —6�0�� 6��4��02�� 261��06��1 � 1�+6�0�� o�� 6��4�10 1g11 261��202644 � 14+��0�� 4�a�� 6��6026�6 261�12�o�4�C � 14+6�0�� o�� 6��26�06466 261�126og�24 � 16+��0�� o�� 2�4066�4 261�2620��2 � 16+��0�� o�� 6��2�1o�g4� 2�1��1go4�� 16+�10�� F��o�� E��2�� 2�1��2204�1� � 1�+�1og� ;��o�� 6��26�046�1 2�1��2�o�g46 � 16+g�o�� —��o�� 6��10 1�21 2E1��6�0��6 � 16+��0�� —��0�1 6��220 12�g 2E1�3620�4�� 16+��10�� o�� 2610��64 2E1��0��44 � 1�+�1og� ��o�� 6��2�1o�g66 2�1��10�41� DATUM DESCRIPTION THE LOCA�IZED COORDINATE SYSTEM DEUE�OPED FOR THIS PROJECT IS BASED ON THE STATE P�ANE COORDINATES ESTAB�ISHED BY NCGS FOR MONUMENT "060110-2" WITH NAD 83/NA 2011STATE P�ANE GRID COORDINATES OF NORTH I NG : 670, 221 . 036 ( ft ) EAST I NG : 2, 615 , 700. 740 ( ft ) E�EVATIONo 37.32 (ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT ( GROUND TO GR I D) I S: 0 e 999892319 THE N.Ce �AMBERT GRID BEARING AND �OCA�IZED HORIZONTAL GROUND DISTANCE FROM "060110-2 " TO —L— STAT I ON 12+00 I S N 76° 46' 21 . 58" W 833. 02 ( ft ) A�� INEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NOTES: THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP:/�WWW.NCDOT. GOV/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: TIP 060110 LS_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. 0 DocuSign Envelope ID: OEEC6CBF-DA46-47ED-8786-A2153F552466 ' �' N `HJI3�ti�l SJIb'MHJIH �0 NOISInIa NOIldl�OdSNd�ll �0 'ld3a dN I �0�`d� Hl�ON �0 31d1S J H Q � LL � O O z � O V"' H � ~ J V J w Q � H Ln I- N � W W �o J H Z � H Q�' , � T w � _~ �z Z 0 O � '�^_ vJ T z r a M _1 I..L � T _ � ____________� '_/� v/ w Z Q �� !Il�r�!ll�� z 0 H � woo ------------ � � II QiIl��iy��iil��:A.'.�i�l ,. . o ; �� w � - ------------- H w = z � r � O � J J Q � ------------- ~ �. Q� w �- ----------- � 0 p � . . ----------- -� W Qz ; � ~ � ------------= Q I . LL.. Q'-' N �s- ------------- J Q' ' ' -------------� � m� i H r� L� w z T � ' " ' _ ' _ ' _ ' _ ' _ . . ------------� � o �: _ �- i . �= -�-� � � � I J r J � � I r , t t � I W� ++. � , o �.-i i � U ( ��-��i i � m � I I � I I = w � i i H H ' � � z � � � � ~ U � � � � z i i i O i � � U � I I � I I � I I � I I � i i � i i � � � � � � � �� I I � � � � STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. �3I1 �b'NOIJ3�1 8f1S - 3JaI�lB NO �I`d�l Ol 1N3WH�`dll`d �10� I I I 3dJll ` 1I Nfl �IOH�N`d � I`d�la�b'f1J SlI N� l�OH�Nd 3�J�1��11S �10� JNIM`d�ld �I`dl3a HSI�JN3 � z 0� J Z � d � � 1�1 U W �... � a � � > H� W J U J ; � W �� X W = W �� m a J � _ U Q O � � a Q m a J � _ U �o z oc w a � d W Q � d ZQ . z O W (n H W H Z H J U Z Q 7 w U a I- m O z m�cn w � I-- Z H w � � � H LL OC 0 H O _ W _ U � Cn N Z � i--� r� Q W � r � � W H � o0°�oc � O O !� J `2^ w � vJ c J 2 Cn OC z cn � w ��m oo�o� M 0.. U W z � a � acnH� 2 oC J O � H = � = cn � � Cn W J H x U � LL 00 � O O oC o w � c% O Z H Ln H � � r J H Z J W Z �C U Q W W Q _�_� . ~ w ~ Q � oC U O J w � � � Q � � � U � W W d H � J J O LL � C� H J H LL � Cn OC I- W OC I- W Cn 2 H �wzH T- c� c� H � zo �ocn Q � w o z oC 0� oC Z O w m � � � � Y L� Cn H H U cA O� 2 U w �c�wcn � 0 H � o z o� w� �- LL W W 2 � CA 0 � H J W � W O � H 2 OC OC C'3 Q I- OC H IL �C O � � � Z LL owo�a�� W U W Q � � z m � � I- I- OC � Z W 0(,/) w w H w Z H p �C O 2 0 J � � CA ciwoaaw •� O 2 2 W Q W w a �- c� � � cn H �c � � � � � O -� Z Y U H O (n J O o0 d � J W c� Q � J Z �C LL H H a ¢� � a � 0 Cn C'S � Q � � � � Q W o m � � � z � �, � o; o �; 0 H Y , � ' � I-- = w; Q U � \ °� ; °�°r �^ °C T m 1 LL I..L � T � � � � w , U o[ � O � p ; n- � U � J� H H �; J U � � � ; 0=C Z '-'-' cn , � � o U ,- --- ----------- Q ; X � ----------� � W � U - W i W � :�� I � � m � � � J i w H � L� � � _ U M� i H� 0 Q � � � Q � 4- _' _ � p., (n r I ~ � � � � �, a --- I N �� *y _I � �'s T Ty T X� � �--- L ---i-- --------------------- --------- �Q � > --------�-----�__ _ ___ ____ _____________�- __::__:- = r' - - - - ' ' ' � o � M = Z � � Q � O >r o �o � r O Z � T W ' T X w � � Y Z � U � � � J � H U C'3 w � � � � W � �o a= � o m U F..i W Z p� � = Q m � � (� m w Z Q �2 J � a w Z 0 W J W � � � � U � H H H � �z ��w wow >�� Q � Z W 2 � Q r Q O � H �"'� w W � a � ` Z � J a ENGLISH DETAIL DRAWING FOR STRUCTURE ANCHOR UNITS GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE - SUB REGIONAL TIER H � � Q � �` M � O o� NN �� w w� _ � W � J Q O � W � ♦�A V ♦ � W 0 � � O N Q � � M � O o� NN �� w w� _ ' �' N `HJI3�b'� SJl`dMHJIH �0 NOISI�Ia NOIlbl�lOdSN`d�l �0 ' ld3a b'N I �0�1`d� H1�ION �0 31`d1S „9�� z O � H � W � � � � � � „9 -, l �, �l � �, 8�5L „ g/� E CO C� — - - �\� �I \ H C'� � I I I �dJll ` 1I Nfl NOH�Nb � I`d�la�l`df1J S1I N� �IOH�Nd 3�I�1��I1S �10� JNIM`d�la �Ib'l�a HSI�JN3 �o a W -.I mm W H �� = LL H LL O �� I — - � - - - - - � � �� 3 ► � O I--I v N � a ,�6-,Z ' � Q ��z-,� m ��.�� m c�n W ' (- � ' � I�.: a� o = CC o. O�Q = ,'p JWO � • � I-- oC �;; \ ,a• � \ � ,' o: _ � � � //„\I \; : •�... CJ� C'3 Q Q J� " ,,'�_�_� � �---- ---\� Z � �/�- i i� ��— -- �� O i- ----J H v ��-�� y STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. � � , � , ��j „� , / / ��E:1"I��:1"/�1 �� lL ��g/5L C� C�J--------I � � VI � a Q m 00 � a Q m \ H M � TL'J LL O Y Z O � ~ Y JHC'3U m � H � I—WJm W � J (n H � LLJ�W L.L J 0 Cn � � J O Q O = Q � � I— � W cn Cn U,'t _1 00 O^ O W O I..L � Cn m W H W � � J � Z H f- Q = H � � � � J U wwwwo ==�2z � � � � Q w � z ��- � �-� � � � M � z/E� ;9��E, ; Z/E � �-j� ► llo r llo � �� OZ N � 0 F „g��Z �� E �, g/ l ENGLISH DETAIL DRAWING FOR STRUCTURE ANCHOR UNITS GUARDRAIL ANCHOR UNIT, TYPE III I..L � VJ � J wm J � O 2 •U H Q 0 � T O �M � O o� �' N �� w w� _ � � O a W H J z w �"� � ~ z V O W H � � � a � w 3� W Q W m W � _ H O � Z W Z 1--1 H !WA V/ � M � O o� "' N W t� w� _ � � � E � � L � COMPUTED BY: MONICA J. DUVAL DATE: 09/14/16 PROJECT REFERENCE NO. SHEET NO. � CHECKED BY: DAVID W. BASS, PE DATE: 09/14i1 b � � � �" � � � � � � � � � � � � � � � � 17BP.2.R.67 3B-1 �� SUMMARY OF EARTHWORK �� STATION STATION UNCL. EMBANK. BORROW WASTE PA VEMEI�T REMO T�AL S UMMAR Y SH4 ULDER BERM EXCAV. +% G UTTER S UMMAR Y -L- STA 12+00.00 -L- STA 14+41.81(BRIDGE) 305 114 0 191 SURVEY STATION STATION LOCATION YD� LINE LT/RT/CL SURVEY STATION STATION LENGTH R O W AREA DA TA S UMMAR Y LINE (FT) L- STA 15+14.19(BRIDGE -L- STA 16+20.00 155 261 106 -L- 12+00.00 14+56.29 CL 623.18 _L- (RT) 15+25.19 15+50 24.81 -L- 15+03.08 �6+20.0o c� 287.3o PARCEL PERM. PERM. PERM. -L- (LT) 15+25.19 15+50 24.s� PROPERTY OWNERS NAMES CONST. UTILTIY DRAIN. DRAINAGE EASE. SUBTOTALS: 460 375 106 191 NO. EASE. EASE. UTILITY EASE. 1 OTIS M. & DEBORAH C. ALLIGOOD 7800 SF 5076 SF 625 SF WASTE IN LIEU OF BORROW -106 -106 2 ANTHONY E. BOWEN 3115.29 SF 4655 SF 3 LINDON LEWIS ALLIGOOD 900 SF 5772.21 SF PROJECT TOTALS: 460 0 85 4 JASPER W. FLEMING, HEIRS 4523 SF TOTAL: 49.62 GRAND TOTALS: 460 0 85 SAY: 55 TOTAL: 910.48 SAY: 500 0 85 Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, SAY: 925 Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are LIST OF PIPES E1�D WALLS ETC. (FOR l'IPES 48 �� U1�DER� based in part on subsurface data provided by the Geotechnical Engineering Unit. > > J ENDWALLS Q � m v o� W � �y J N N � Z� � m� N � � ABBREVIATIONS CLASS III R.C. PIPE �-� `� Q X c� � O pR STD. 838.01 Z� v �_ � � Z Cqqp BITUMINOUS COATED C.S. PIPE TYPE B ' a�� `" �'? ,o � oo � �o N N � STATION ALUMINIZED C.S. PIPE, TYPE IR STD. 838.11 � � J N N N oo � N o � w UNLESS NOTED OTHERWISE �� ' ao N N � � C.B. CATCH BASIN V � ( � OR �R � O �' � � FRAME, GRATES � ,�d. � N � � � 0 00 O U HDPE PIPE, TYPE S OR D STD. 838.80 O Z+ AND HOOD � � 00 o N � � M � � � N.D.I. NARROW DROP INLET � � Z Z (NOTED ~ Cl a �o � O O p p �- � � � � N � � D.I. DROP INLET STANDARD 840.03 � o0 � N Z � � a OTHERWISE � v� o � � � O O tn tn �j � � Q Q U ) v oo � v, � � �, � � G.DJ. GRATED DROP INLET v � W W � LIN. 00 p °° � °�° � � � o `" � v � G.D.I. N.S. GRATED DROP INLET Z Q � � � *FT. � � p o 0 o p = = p O , J � ) p W W LL' v o y N N � � � � 3 � � o�o CO Z Z m � (NARROW SLOT) SIZE v a „� W � 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" ,,, ,,,, � CU. YDS. "' A B � � � p p p = = 3 3 � ° w 3 � � � J,g, JUNCTION BOX > > � o. d � p � H f- �' E- � O � � V � O O Z Z ,,, a � � _ ; � � N N �' 3 3 � � _ � m �, Y Z M.H. MANHOLE z z Z ~ o m o 0 o2s a m � W W ^ ,� o p ^ J � m � THICKNESS N W � T.B.D.I. TRAFFIC BEARING DROP INLET OR GAUGE � � � � a o o a � 0 W � � � � � Z Z p � ? N O � � � � � � � � � � � � � � v T.BJ.B. TRAFFIC BEARING JUNCTION BOX p O �o � o �o �o �o �o � � o o W W ,,, v N = � o TYPE OF GRATE ._ _ � r o 0 0 0 0 0 0 0 � � p U � Z 0 r _ _ _ _ - - - E- � � U CJ � LL . . . N N N � U W H Q N N � 0 � � � 0 � � N U� � � Z Z m m Q Q � � � o � oo p p c� t� C� C� c� c� C� � � � U U V � REMARKS � r° c�•� a �ri � V E F G -L- 15 + 48.00 RT 0401 37.78 1 1 1 0401 0402 33.95 33.70 28 -L- 15 + 48.00 LT 0402 37.78 1 1 1 0402 OUT 33.70 32.73 16 -L- 13+90.00 RT 44 REMOVE 44' OF EXISTING 18" CMP -L- 13+95.70 LT 48 REMOVE 20' OF EXISTING 42" CMP TOTAL 44 48 44 2 2 2 "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END oF ��ARo�,��. G UARDRAIL S UMMAR Y G= GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 LENGTH WARRANT POINT ��N�� FLARE LENGTH W ANCHORS IMPACT REMOVE SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND LINE BEG. STA. END STA. LOCATION SHOUL. EXISTING STOCKPILE FROM TYPE 350 FACED REMARKS SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING XI TYPE GRAU GUARDRAIL GUARDRAIL EXISTING STRAIGHT CURVED FACED END END E.O.L. END END END END MOD III 350 M-350 XIII CAT-1 MOD BIC AT-1 EA G NG GUARDRAIL -L- STA 14+01.00 STA 14+41.81(BRIDGE) RT 25' 25' STA 14+41.81(BRIDGE) 4.42' 9' 1 1 STA 15+14.19(BRIDGE) STA 16+50.00 RT 87.50' STA 15+14.19(BRIDGE) 4.42' 9' 1 1 STA 14+00.00 STA 14+41.81(BRIDGE) LT 25' 25' STA 14+41.81(BRIDGE) 4.42' 9� 1 � � STA 15+14.19(BRIDGE) STA 16+50.00 LT 87.50' STA 15+14.19(BRIDGE) 4.42' q� 1 1 , SUBTOTAL: 225' 50' ANCHOR DEDUCTIONS: GRAU 350:2@50' -100 ' TYPE 111:4@18J5' -75� AT-1:2 @6.2 5' -12 .5' � TOTAL: 37.5' 50' SAY: 50' 7 5 ADDITIONAL POS 4 2 2 S DocuSign Envelope ID: OEEC6CBF-DA46-47ED-8786-A2153F552466 � u � � � �x; N Z � > w � PROJECT REFERENCE NO. SHEET NO. HNTB NORTH CAROLINA, P.C. 343 E. six Forks Road, suite 200 17gP.2.R.67 4 Raleigh, North Carolina 27609 NC License No : C- 1 554 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS � ,.-, ENGINEER ENGINEER O zl O ��n nn�� n n��►��i ,,��.��,CARp��, ��N,�AR��i r -DRV2- E1�D PRO ECT 17BP.2.R.67 -�- N .-��°: ••��s's'�o • :"q --, .-��°�••��s's"�o . �-�'.,, � Pl Sta 19+68.27 = ;��° �-�!•: ; :' • �° �-�'� : M � BEGl11l PRO ECT l7BP.2.R.67 P/ Sto /Of45.6� � 4 -L- POC STA l6 + 20.00 p= o° 4�' 3�.2" lLT) : SEAL : _�� SEAL �' _ = = 0= 43° l6' S1.2" (RT) � D= 0° 30' 00.0" : 020�0� : : 15764 : `� N BEGI1� C01�STR UCTI01� _ � , �� 'Oo � END CONS RUCTION � , =, •..F �,�,: .= =, •.,F �,: � .•' N . .,ti �. . o '••••....... • 5 . . � � -L- POT STA l2 + 00.00 ' � - - . qV . �� [•f, Q L= 37.77' + oo.00 -�- s� � �, � T= 169.20' �-, � I NF�PS ,�, -,��q c i NE .��o��.- � ST A 10+7� 0 DocuSig �0 W, �� DocuSi yC �„. � �� , 85.00 LT p JASPER W FLEMING HEIRS + 80.00 -L- , �'3;, �� • �`�r;;.• ..•••• �.� Z� T= 19.84 � � DB 891 PG 264 , R= 11,459.16 �(�1, �a'�3 �� ,,„,� p, g'" "`'' R= 50.00' N 57° 35' 10.4" E �x � +25.00 -L- � 60.00 LT �/� , �/� � o OTIS M& DEBORAH C ALLIGOOD 9•�9 w000s JASPER W FLEMING HEIRS �F�WEJF�288F478 �3'S�29��54F47C . o + bo.00 -�- PT Sta. 10+63.6/ � bo.00' LT o c�,�,ss -�' RIP-RAP Nia O � cu�T O I � z EST. 3 TONS 0 � DOCUMENT NOT CONSIDERED FINAL � DB 1435 PG 267 60.00 LT + 75.00 -L- W EST 7 SYGF UNLESS ALL SIGNATURES COMPLETED DETAIL 1 '�' 30.00' LT 60.00' LT N � � � � �� + 00.00 -L- REMOVE CLASS 'I' RIP RAP 15" RCP-III � �, o_ � + SPECIAL LATERAL V DITCH , -L- POT STA 13+90.27= �� E. 20 TO S o�z� ( Not to Scole� p 60.00 LT � + ` � E . 39 SYG �N�� N (j 30.00'LT -DRVI- POT STA l0 00.00 .� �, , �i SPECIAL LAT. 'v� � o�M�� Nat��a� -DRV2- POT STA IOfOO.00 �� O� � SDEECDETAIL 1 � �>> O � _ . Ground ,�., � 3.� S��ope � PUE PUE PUE�„ uE �� ' p E _uE �� u� _ o �w�w END CONSTR +CTION i (GPS MON) c� W 50 TAPER TO a W �� F 3 �� r ��r � � L STA /6 70.�� 6�� -2 Min. D= 1.0 Ft. � `t�3 -- �XISTING � - _=_ � � �0 � � - - � C _ _ � > � � �- _ � �Q POT Stao 22+36.78 =� �---� iv 2 � _ �- - � isT R�w' --_ � �I^ �� WM Exis Riw� �xisT Riw � � - -T F - T F _ i -i , 04 � 4- _ - L - -T FO- - �- -- � FROM -L- STA. 12 + 80 TO STA. 14 + 64 RT. F _ _ - - - i - C - FG $: � � , q',- � r_�� _T � _ -r Fo- - - -r F� _ 30.00� - -r - - - , � - � � - -r - �o$e7�_- - T�= _ FROM -L- STA. 15 + 15 TO STA. 16 + 50 LT. - - � � �_ � � i �� ro sR i5oi rHicH�ANo �R� � o N S 75° 4/' 0. " E �-L- ��, �`�°` : �,- - S 76 23 /2.0 E SR 1507 SLATESTONE RD 2/.7' BST �� w p p N = � � r 0401 � w � � -� _ _ �� - -w- 30.00� � , _ �v I �tETAIrY 30:00� �� DETAIL 2 � � - - - - - ---- - - i- ' � - - � �' ',' 24 - -L / � T62G1 FG . . / -- 1 i' r- --- � -r- \, �_� -r- i k� RIP RAP AT EMBANKMENT � ExisT Riw - - - > ' ' '� - - . ExisT Riw � � i , Exisr Riw �,, , � ,' -� �, GPS MON I2ETAIN � 52� Pp - o (Notto Scale) � � � T LE �--� � C w � � WM 60110-1 �� +50 6-L- o F = C C �-`A �' � woo�s � �� C � N� io'min. II Q � 3 .00' RT � �, , � + 50.00 -L- F � �� , ,o `� _ � Q4 Grade ��o'min. 1.5� ' � ' woo�s `�' IN 45.00' RT bo �' " p _ _ �2,"�, - - - ppE P E +91.80 -L- � ROSEMARY CHURCH OF CHRIST � � + I F� S� 60.00 RT DB 627 PG 146 � I o � �� N�C �+ +00.00 -L- 30.00' RT GEOTEXTILE � SPECI LAT. 'V' DITCH o S l4 /8 /9e2 W �� 50.00 -L FREDERICK E � S . //+� 9 60.00 RT SEE DE IL 1 "' SPECIAL 3' 30.00' RT WILSON Type of Liner= 10 TONS, CL 'I' Rip-Rap CLASS 'I' RIP-RAP REMOVE F` I I- F LAT. BASE DITCH DB 642 PG 531 FINI� Geotextile= 25 s �. EST. 7 TONS FROM -L- STA. 14+50 TO STA. 14+70 RT. r,, EST.15 SYGF +50.00 -L- � 65.00 L- SEE DETAIL 3 61.80 -L- E�E �� , 0 0.00' RT E° E FROM - L- STA. 14+77 TO STA. 14+91 RT. o. BD 45.00' RT � 0.00 R LINDON LEWIS ALLIGOOD � 0.00' RT PT ta 10+77 3� isH F� + 25.00 -L- � WB 99E PG 414 0 DETAIL 3 � ��' �ow� ouN� 110.00' RT o� + 5.00 -L- �'� SPECIAL LATERAL BASE DITCH S'Jr � OJ�� I2.9�� E V=34,44' RI -RAP AT EMBANKMENT � 1 4.00' RT RIP-RAP AT EMBANKMENT ( Not to Scale) E DETAIL 2 <O SEE DETAIL 2 -DRVI- ^ PC St . 11+92.24 EST. 7 TONS EST. 10 TONS Pl Sta 10+6/.4.3 Pl Sta 11+06.8.3 PC S O. ��f87..38 , EST 25 SYGF � EST 13 SYGF Natural ��< F"' p= 72° 23' 32.1" lLT) �= 65° 54' 47.8" lRT) Ground .�.� p 3�' ��e< Slope ANTHONY E BOWEN � ��a D= l90° 59' 09.4" D= l90° 59' 09.4" DB 1882 PG 288 � � Min. D= 1.0 Ft. L- 37.90' L= 34.5/' 2 END CONSTRUCTION B = 3.0 Ft. T = 2/.95' T = 19.45' -DRVI- FROM -L- STA. 14 + 80 TO STA. 16 + 25 RT. R= 30.��' R= 30.�� n STA 11+2/.9� ,� �� MATERIAL TO BE REMOVED NOTE: ALL DRIVEWAY RADII ARE 25' UNLESS OTHERWISE NOTED ON PLANS >� � , I I I I I � I I I I I I I I I I I � I I � � � � � � � � � � ___ _ ___� ___�____ _ ___ �__-_�_� __ ��i _ . � _ _ _ . _ � _� __ � � � � � � � BRIDGE HYDRAULIC DAT A ' ' I I I I I I DESIGN DISCHARGE = 72/ CFS FT lT H ---------- : � � _ LE D C END G DE/BEGI � END S ECIAI. DESIGN FREQUENCY 25 YRS PI = 13 + 90.00 MfitLIN & OVER lf-- '- .L�4T.-" , DITC�H - t_ _ _ DESIGN HW ELEVATION = 35.6 FT L STA 16 + 20.00 PI' - 1+ 50.00 RIGHT DlT CH -------------- � , E �= 3 8. 6 7' � -- � � � � BASE DISCHARGE _ 1127 CFS ELEV. = 37.98 , EI = 3.79 ; , � � � BASE FREQUENCY = l00 YRS I i BEGI N GRA � E i VC_ = 150' �I I I I �i , I �I ,i - Q K- 165 , , � BASE HW ELEVATION - 36.27 FT -I�- ST 12 + 00.0 - � _ _ � _ _ __ _ & O /ERLA�( ___ _____ ____ ____ _ ___ ___- - � -�- STA 6 + 70 OVERTOPPING DISCHARGE = N/A CFS - E�fV. 37.51---- _ _ __ -- I I V- 0 PH II END MIL ING I•oo II - � i i ; i i OV ERT OPPING FREQUENCY- � 500 O YRS 5 0 i i i � I i I OV ERT OPPING ELEV AT lON = 37.39 FT 5 0 i � � � i BEGI SPECIAL I i i � �LAT. " " DITCH LT I I _ _ _ _�� E�d _ 27.�-- - -Pt _= 15 + 15.00 i SUFtVEY 0 -15-16 _ �, - _ _ , i EI - 31.94 ', ; � DATE OF SURVEY = 03-15-20/6 40 � � �, j � � � � I ' 40 � ; ; � o _ _ � _ I � ; ' '� - - �' - W.S. ELEVATION _ ---- ---- -�-- ---- ---- --- --- - r , -- - -- ---- ---- --,-- , AT DATE OF SURVEY 27.80 FT I � � i - i i i I - I I ___ ___ _ _�_ �- _ _� _� _� - - - - - _ _ _ _ _ _�___ _ , _ _ _ i_ _�_ � + __ .�j� Q�. _ _ _ _ _ _ _ ,, � 6 � � � >. I � �• 30 � ; � � i ; ( ) �.sos8%-------------------o - --- �' '� - - - - -o.0000�io ��-- � � � , ! 30 :aoa_ �o- � i i i , __ ----''-- 2 4/ I� �� -- + 1 _� � � _ � � � l _ ___ � I __i_ _ i_ __W _ . � ____ _ _ _ _ _ __ _� _i� �--�I _ I BEGI SPECIAL i � r �_ � cJO �, BE IN GRAD LAT. '' DIT�H T � � "' + i I I c� � � 2 0 � pi = i2+so.00 ; : m � ; ;� � ELE . _ ', 38.1 � �I = 33.89 ' � E D GRADE i _ _ _ _ _ _ _ _ _ __� _ _ _ � _. ? _ m � _ I - RVl- STA 1 + 36.00 �� PI _ 10+25.00 _ __ _ . ----. _ p`�' � � � � � � � EL V. = 36 4_ EL -- 37.45 � i ELE =�332.35 m i Z J i � i_ �II 4 0 '� v c 2 0 � � W' �� 4 0 �, 1 0 ,��, K= 3 i i i i � ! LAT. BASE DITCH RT ` '� �i �DO ° ��I ---- --- EN SPECIAL ♦ (-) .5972 PI = 16 35.00 �� ____:_____ ___- i----_ _.___i_.____ ___-!--___ ___-_. LAZ_'_Y: 1ZC1�_ T __ _. _ _ _ __ _ ___ __ _ _ -� __ _ _ i __ _ __ _ _ _ i �I% �'. ___ �... - . - -- -- -- - ----� -/ - -- ,�� -(- �-1:AOfl �-------_ ________ _____-___ E� - �0. � � � i PI = 14 +�i4.00 I I �- I � �� i PI = 10 + 55.00 i i � I= '31.89 ' i ' � �/ � 3� I� EL = 33.70 � � 30 � / � � BE IN GRADE � VC = 30' � � B'iEGIN SPECIAL pl - 15 + 0.00 ! ! � � � � LAT. B SE DITCH RT 2.20 -D Vl- STA 1� +20.41 _ , K 3 - _ --- _ _ _ E�EV ' Ehd-C) _ _ ��_ ._ _ - _ _ _ _ _ � _ � _ � Pi =___ + 80:00- -� � ---- - _ . = _ .� -3�.� _ _ . hd-C -� DRV2 STA 10 + 70.00 i i i EI,I .7.20 i ! �� 2 0 ELEV. 33.I�55 �, �i i i i ! �i 2 � �i � � � � � 10+�� 11 +�� i � j �� '� �' � �I j I 10+'0� 11 +'0� 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 DocuSign Envelope ID: 2141D765-2D53-485C-6691-F4F74E270E69 � " I ' . �� " I ' I �: ��) I �� \ ��> I'� " I � I-I � � . �� I'� ��) I . I \� . �� I1� I � " I � I ��) \� ��) I �� I-I I � I I-I �� . �� " � LOCA TI01�: REPLA CE BRIDGE 1�0. II0 O VER BEA T�ERDAM S WAMP 01�1 SR 1�0 7(SLA TES T01�E R OAD) A 1V.C.D.O.T. WORK Z01VE TRAFFIC COIVTROL N o F y� - P I 1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561 �� NORry Gh• 750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY) ,�S oF C,� !y PHONE: (919) 773-2800 FAX: (919) 771-2745 � �`� �o � � — O ,�� . cr � 2 ,. S. J. HAMI LTON , PE , CPM DIVISI0111 TRAFFIC E111GI11tEER �� ** \9 Q O � o m o .� �' ` � -a � O � � � � �� WORK ZONE AFETY M BILITY ��r °F TRPNSQ�(�� S £� O G "from the MOUNTAINS to the COAST" �F rRAFF� I1�DEX SHEET N0. TMP -1 TMP-2 OF SHEETS TITLE TITLE SHEET, VICINITY MAP, INDEX OF SHEETS AND LIST OF APPLICABLE ROADWAY STANDARDS TEMPORARY TRAFFIC CONTROL PHASING, GENERAL NOTES AND DETOUR R OAD WA Y S TAI�DARD DRA WI1�GS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C. DATED JAN 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1101 .03 1101 .11 1110.01 1145.01 1205.01 1205.02 1205.12 1250.01 1251 .01 1261 .01 1261 . 02 1262.01 TITLE TEMPORARY ROAD CLOSURES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS BARRICADES PAVEMENT MARKINGS - LINE TYPES & OFFSETS PAVEMENT MARKINGS - 2 LANE & MULTILANE ROADWAYS PAVEMENT MARKINGS - BRIDGES PAVEMENT MARKER SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY GUARDRAIL AND BARRIER DELINEATOR SPACING GUARDRAIL AND BARRIER DELINEATOR TYPE GUARDRAIL END DELINEATION R. B. EARLY, PE TRAFFIC COIVTROL PROJECT E1VGI11IEER J. A. PHILLIPS TRAFFIC C011tTROL DESIGN E1VGI11tEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Ste 200 Raleigh, North Carolina 27609 NC License No: C-1554 ocu �gne y: APPR O VED: ��rida �. �� DA TE: ��p��66F48A SEAL `,,`��111111//I�,,/ ��.��.��..CARpI� �'•. �� `�OQ�oFESS�o�9':1•9 ,�: : ; SEAL � : _ � ? 023521 ; � � ; ;� . . % y �••.��INE�:�''�� .� •, O ••......• Q� �. .,�� NpA g. �P��. SHEET NO. TMP-1 • � DocuSign Envelope ID: 2141D765-2D53-485C-6691-F4F74E270E69 GEI�ERAL 1�0 TES 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 THE DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATIONS MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL THE TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQUIREMENTS A) 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. TRAFFIC PATTERN ALTERATIONS B) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING C) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS. D) E) PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN ON THIS SHEET. COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION. COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE DETOUR WHEN THE DETOUR IS NOT IN OPERATION. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. TRAFFIC CONTROL DEVICES F) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. PAVEMENT MARKING AND MARKERS G) H) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS: ROAD NAME MARKING SR 1507 (SLATESTONE RD) PAINT MARKERS RAISED TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. I) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS. J) PASSING ZONE WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY THE ENGINEER. PHA SI1�G PHASE I PRIOR TO ANY CONSTRUCTION OPERATIONS, PLACE AND COVER OFF-SITE DETOUR SIGNS AS SHOWN AND IN ACCORDANCE WITH RSD 1101.03 (SHEET 1 OF 9). PHASE II USING OFF-SITE DETOUR, UNCOVER DETOUR SIGNS, CLOSE -L- (SR 1507 / SLATESTONE RD) TO TRAFFIC AND CONSTRUCT BRIDGE, APPROACHES AND ROADWAY INCLUDING DRIVEWAYS 1 AND 2 UP TO AND INCLUDING THE FINAL LAYER OF SURFACE COURSE. PHASE III UPON COMPLETION OF BRIDGE, APPROACHES AND ROADWAY, PLACE FINAL PAVEMENT MARKINGS AND MARKERS IN ACCORDANCE WITH RSD 1205.01, 1205.02, 1205.12, 1250.01 AND 1251.01. REMOVE BARRICADES AND DETOUR SIGNS AND OPEN -L- (SR 1507 / SLATESTONE RD.) TO TRAFFIC. O D ETO U R M4-8 24" X 12" � M6-1 L 21" X 15" 0 D ETO U R M4-8 24" X 12" Mb-3 21" X 15" O D ETO U R M4-8 24" X 12" � M6-1 21" X 15" O END D ETO U R M4-8 A 24" X 18" � PROJ. REFERENCE NO. SHEET NO. 17BP.2.R.67 TMP-2 R1 1 -2 48" x 30►► TYPE III BARRICADE R1 1 -3 O60" x 30„ ROAD CLOSED 2 MILES AHEAD LOCAL TRAFFIC ONLY DETOUR TYPE III BARRICADE M4-10L 48" x 18" R1 1 -4 O 60" x 30►► ROAD CLOSED TO THRU TRAFFIC DETOUR TYPE III BARRICADE R11-3 O60" x 30„ ROAD CLOSED 2 MILES AHEAD LOCAL TRAFFIC ONLY TYPE III BARRICADE M4 -10R 48" x 1g►► DocuSigned by: APPROVED: ��'O�da B� �� N o F H, T RAN S P O R TAT I O N F34CAFSAC66F48A... ��1111111I �� N O R T 1,25,Zo1, ,,,,..�� ARo..,,, �,s oF N Cq� !y MANAG E M E N T P LAN DATE: ; �........ � '., � .�� o ��. :.` �O�.�FESS/pN.!�L '•� � �P �� s 9 2 . :QQ` 9�: : `� v _= SEAL ==�� o* P H A S I N G, SEAL ' : 023521 ; � � z � � � �'' � ° PROJECT NOTES . '.�'y'•••`:1�ciNE�Q•'�� ,= ° � ~ � � � ••......• Q . � � Q" � �'�.�'�'Oq g, �a�.�`� � �F o� 2 '�-•--.,,,,,,, ��' � e° AN D D E TO U R S I G N I N G �` �p T OF T R PNS G DOCUMENT NOT CONSIDERED FINAL �� TRAFF�G UNLESS ALL SIGNATURES COMPLETED •� � •� C � � _ � � � U W i O 0 � � O ai � �� m ��z � o= See Sheet �-A For I ndex of Sheets See Sheet �-B f or Conventi onal Plan Sheet Symbols See Sheet � C- 9 f or Survey Control Sheet NOTES: i D 0 Z �� I''I..�� . � �� ' .\ ��. - I �� .,�� . I�� ) I'� I'' I'� ��) I'' ��) � I�: I1� ,� ' �) l, � l, \' � ' l \� ' ' �) 1 / l l / . � . . . t , LOCA TI01�: REPLA CE BRIDGE 1�0.110 O T�ER BEA VERDAM S WAMI' 01� SR 1507 (SLATEST0I�E ROAD) TYPE OF WORl�: GRADII�G, DRAI1�lAGE, I'A VI1�G A1�D STR UCTURE TO SR 1501 (HIGHLAND DRIVE) _ SR 1507 SLATESTONE ROAD BEGI11t PROJECT 17BP.2.R.67 BEGIIV C011tSTR UCTIOIV -L- POT STA 12 + 00.00 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) ROADSIDE E11tVIRONMENTAL U1VIT DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA BEGIN BRIDGE -L- POC STA 14 + 41. THESE EROSION AND SEDIMENT CONTROL PLA11iS COMPLY WITH THE REGULATI011IS SET FORTH BY THE 111CG-010000 GE11iERAL CONSTRUCTI0111 PERMIT EFFECTIVE AUGUST 1, 2016 ISSUED BY THE NORTH CAROLI11iA DEPARTMENT OF ENVIR011iMENT AND NATURAL RESOURCES DIVISION i WATER QUALITY. -L- POC STA 15 + 14.19 END CONSTRUCTION -L- STA 16 + 70.00 �R��I�N AN� �E�IM�N� C�NTR�� M�A�UR�� Descri�Eion Symbol 1630.03 7C��,P� �Illl� �n��h---------------------- ,� 1630.05 7C�� g�e�s�m�----------------------------- -s ,� -� 1605.�1 �e��po�a�� ilE �eaxce_____________________ 160�.01 ��e��,� �e�l��e�� mll ]F��e - - - - - - - - 1�22.�1 �e�m�o�� e��nns �,�n� ��ope ��aa�s ------------------- �t- t- �n�� asa�n ��]pe �--------------------------------- � 1633.01 7Ce��,�� o�l� �a�� e�l� ��1------------------ � 1L 01t11Il][DO]PB,II°� �OCJI� �Yll� '1�lIleCJL� JL �][DCp� W1�lIl ��,��i�ng �,�na� �o��acr��,�ania�e ��?�1��-------------------- � 7Ce�� ]E3mc]]� ��1� �l�ecl� 7C��e�l� - - - - - - - - - - � ��,��Ile% �m�� ]Fabe� ��,��Ile-------------------------------------' 163�.01 163�.02 1635.01 1635.02 1630.0� 1630.06 1632.01 1632.02 1632.03 TO NC 32 � I 1- - I �� ------------------- E1VD PROJECT 17BP.2.R.67 -L- POC STA 16 + 20. 00 Prepared In tl� Offlce of: HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 2012 STA11tDARD SPECIFICATI0111S JOHN F. WATSON, P.E. EROSION CONTROL LEVEL III CERTIFICATION #3419 -T -- 1 I I I I Roadway Standard Drawings �� % ��a� lF�be� ��ll� � wa�➢� l[��ll��C��ll�,��e (IE��I�'][�--------------------------------------- JL eIlBIl]PO]P�� mCJI� �e�LIlIl8I�IIIl� �II 1CflIl ��De"�- - - - - - - - - - - - JL CII41]�O]P�,]P� �mCJI� �eQllHIIIlIlCIll� ��,IIIIl JL �]PC`��---- � ��cl�]��e ��eE �e�a�e�� ----------- ]� ][� - - - I��CI� l��e ��Ile� �e�n�e�� 7C��.� �C��e��------� ��i��nng �asa�n --------------------------------------------------� � ��pecia� ��i��n�g ��,si�n--------------------------------- � �OCJI� �IIIlll�� Q1LYIIflIlCIIIl� �]P�.�90 ��e �--------------------------------------------------- A � �� ----------------------------------------------------- B � �� ---------------------------------------------------- C � �k��e� l��sfl�------------------------------------------------ � JL le7PC� �JI�IIIlIlIIIIIlC]P ��,Sl]CIl----------------------------- �IIfl�Hll��,�IlOIIIl ��sl]CIl-------------------------------------------- � THIS PROJECT HAS �EEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE ��RF.�( S ) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Departrnent 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. 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 � 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 �erms and Slope Drains 1633.02 Temporary Rock Silt Check Type � 1630.01 Riser �asin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt �asin Type � 1634.02 Temporary Rock Sediment Darn Type � 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling �asin 1635.02 Rock Pipe Inlet Sediment Trap Type � 1630.05 Temporary Diversion 1640.01 Coir Fiber �affle 1630.06 Special Stilling �asin 1645.01 Ternporary Stream Crossing 1631.01 Matting Installation ISOMETRIC VIEW n r � -r rrn�nr � 1 L YY/'9 1 1 LL VIEW FROM SLOPE NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLE ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. 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. WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. INSTALL TEMPORARY SILT FENCE STANDARD SPEf'T�Tr_nTTnnic INSET A F I L L S' ^"� IN ACCORDANCE WITH SECTION 1605 OF THE 1 ►► _ 2 ►► TRENCH . _ ►► ... _ __ . _ SIDE VIEW �ILT FENCE POST = I NSET A DOWNSLOPE STAKE 15"-16►► ISOMETRIC VIEW 2' WOODEN AL FRONT VIEW SEE INSET A NOTES: USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLES ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. 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. FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25 FT. FILL � INSET A � 2 ►► _ 3 ►► TRENCH TOP VIEW VVYYIVVI_VI L V 1 /"�I\L COIR FIBER � n► inenv � SLOPE ISOMETRIC VIEW �' i ipci np� EDGE OF PAVEMENT CROSS SECTION VEE DITCH 2 IN . see Inset C � � MATTING J I HY�C 2' UPSLOPE STAKE CROSS SECTION TRAPEZOIDAL DITCH _ GROUND NATURAL GROUND 2' DOWNSLOPE STAKE FLOW —� NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) 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. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. INSET A AM (1 OZ. ) �,A�� INSET B � oz. 'AI (1 OZ . ) INSET C TOP VIEW SEDIMENT CONTROL STONE STRUCTURAL STONE 1' MIN �. FLOW �ll EXCELSIOR MATTING A 1 0�0 0�� o o��./ o�a oL o p O � p O O � p (� p O � p O D �� O�� C_ O O p O �� O CD O D p p O � p O D p c. �� O�� O�� O�� O�O �� ` .� p O � p O D� O Q O �� p O D p O D p O G � �� J �� O�� O�� O�� O�� 0�0o pOD �OC� Oo� cPpOo pOo �OD Q� O� � OQ � O� OQ O O� O OQ � OQ � O� op0op0o�OC� Oo� qpOopOD�OD � � � �� O �O O �p �O O �� O � �� O o p O o � O� O o p p O D p O D p O '� �O O �O � �� m � �� c � D p O D � O O D� � p O D p O D � ��OOD �OC� OO � q �Oo �O � O� O O� OO O O O O� � � � o � Oom � Oo � Oo� o �o p ��oa�'�oo�o��o� �o��oo �o� o� t� � o' O � �O O �O� 6 EXCELSIOR MATTING O �o o p PLAN /2/3 CHANNEL WIDTH �O o � o � „ � o,-,� SECTION A-A � A See Inset A NOTES: INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS 4 OUNCES OF SECTION AND OR EXCEEDS POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. INSET A CLASS B STONE � 1' MIN � U � D 12 ►► �o�� - � o� O O � O O p � 0 � � � 0 � � o D p O D � O �� O � p O D � o��oQ�oQ�oQ�o�� SECTION B-B �, ' . . .�.'��. � .. ' _�� '' �� Y � � EXCELSIOR MATTING CLASS B STONE I1� I � � I � I (�> \ �'1�.-�"I�I�: C�>�.. (�> I �� 1 I I � I I I �� . -� � � � \ (�> I'� " I � l l � � . �� I'� (�> l . I \ . �� SITE DESCRI�TlOIU ST�IBI�IZATlOI� TIME TIME�RqME EXCE�TlOI�S PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER CHQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo MA TTI1�G FOR ER OSI01� C01�TR OL SHEET NOo LINE FROM T� SIDE ST AT lON ST qT lON EST IMAT E (SY) REMARKS EC-4 —L— 12+80 14+64 RT 125 INSTALL IN PROPo DITCH EC-4 —L— 14+80 16+25 RT 150 INSTALL IN PROPo DITCH SUBTOTAL 275 MISCELLANEOUS MATTING 1260 TOTAL 1535 SAY 1550 N Z � > w � ENVIRONMENTALLY SENSITIVE AREA SEE �PROJECT SPECIAL PROVISIONS BEGl1� PROJECT 17BP.2.R.67 EGl1� C01�STR UCTI01� L- POT STA 12 + 00.00 -DRV2- Pl Sto 10+45.67 0= 43° l6' S1.2" lRT) D = ll4° 35' 29.6" L = 37.77' T = 19.84' R= 50.00' N 57° 35' 10.4" E OTIS M& DEBORAH C�LLIGi�t�� CULT DB 1435 PG 267 1 ; BEG/N / END PU E P E PU E �, SAFETY FENCE '�'-' 50' TAPER TO � -L- STA.12+00 (LT) � __�-�---EXISTING _ �j ------ A -'- - ;��,__�� --_ --- �� . � _ _ �„ -- � _�, � -� ,o� FROM -L- STA. 12 + 80 TO STA. 14 + 64 RT. ��-�- �� 'f __----_ 30.00' _ _ - FROM -L- STA. 15 + 15 TO STA. 16 + 50 LT. - TO SR l50/ (HIGHLAND DR) N o N S T J�@ 4O� O. �� E _ SR 1507 SLATESTONE RD 2/.7' BST �I � o M N � 0 0 � -� - �_:T.s. - ! a ° DETAIL 2 30.00, � �5" RCPi .-. � �`� � __---� . = RIP RAP AT EMBANKMENT GPS MON� ExisT Riw -, � �� -�� -_ ( Not to Scale 10'min. 6O� � O-� y- ._1'"'�I � I F C � � Ditch � � N 7 � 1.0'min. 1.5' I I Grade � � WOODS + �N � ROSEMARY CHURCH � �� . GEOTEXTILE ��'-- BEGIN / END SPECI ', LAT. 'V' DITCH S I4� IS� I9.2�� W/ ' �� SAFETY FENCE Type of Liner= 10 TONS, CL 'I� R�p-Rap -L- STA.12+00 (RT) SEE DE IL 1 CLASS 'I' RIP-RAP � Geotextile= 25 s EST. 7 TONS � -L- �� i i '� i � � i � i � _ � � `, i � , i -� � � ,., , ,,,.� �io�� £ � � ��£, � \ Z£ ��, � END CONS RUCT lON STA 10+70.Q0 w�j° � � '�`2�I/�' �CLASS 'I' R1P RAP E�'. 20 TO S j EST. �9 SYG / �( �WATTLE B R/ER C BEG/N / END SAFETY FENCE -L- STA. l5+// (LT) 4 �LEMING HEIRS �� I PG 264 CLASS 'I' RIP-RAP EST.3 TONS EST 7 SYGF 15" RCP-III SPECIAL LAT. 'V' DITCH UE SEE DETAIL 1 U -� ; -- -. _l1 � H N T B N 0 R T H C A R 0 L I N A, P. C. PROJECT REFERENCE NO 343 E. siX Forks Road, su�te 200 17BP.2.R.67 Raleigh, North Carolina 27609 NC License No: C-1554 � E111D PROJECT 17BP.2.R.67 -�- N -L- POC STA 16 + 20.00 Pl sto 19+68.27 �= 0° 4/' 3/.2" lLT) D = 0' 30' OO.O" L = 138.40' + 80.00 -�- T = 69.20' 60.0�' LT ' 1 - ��,459a�V� E � �'nrr's @�P C� r�,4l�,pr� � -0r �_ o� o�� J O �:_ .. OL��v�j�r':�, �_��'_� -Nw�w END CONSTRUCTION �w�w � -L- STA 16+70.00 tQ �� WM _ _ - -rt Fo- - _ � , �---- � _---- -- �- - =T= -, �-'`�-- �-; � � � � - - � O� C � ti' � _ � ' - PDE��Q � P E � � - , -.---- PD N C TURBIDITY , � a CURTA/N (TYPJ FREDERIC SPECIAL 3' • - WI�-$ON LAT. BASE DITCH � __ DB 64.� PG 53: - - SEE DETAIL 3 FROM -L- STA. 14 + 50 TO STA. 14 + 70 RT. , - ' , ,- = ' - EST. 15 SYGF I ', � \ � � t F ROM - L- STA. 14 + 77 TO STA. 14 + 91 RT. � �4 � � � LINQ9N LEWIS ALLIGOOD �, � � � -' �� isH B� ooR � WB 99E PG 414 DETAIL 3 ow�c�our�i� � - � � -- ' \ � ° ELEV=34.44' RI -RAP AT EMBANKMENT � ' RIP-RAP AT EMBANKMENT __ `�3 SPECIAL LATERAL BASE DITCH S 5 05 /2.9 E - i � BEG/N / END �, A, ( Not to Scale) E DETAIL 2 � � SAFETY FENCE SEE DETAIL 2 � -DRVI - '�; EST. 10 TONS � -L- STA.14+87 (RT) EST. 7 TONS Pl Sta 10+6/.43 Pl Sta 11+06.83 � i EST 25 SYGF � �� EST 13 SYGF ��\_� Natural �� F"' p= 72° 23' 32.1" (LT) 0= 65° 54' 47.8" lRT) � "� ANTHONY E BOWEN � Ground 3.� p ��a,��et Slope o � �� ` DB 1882 PG 288 � � M�n. �_ ,.o F,. D_ l90 59 09.4 D_ l90° 59' 09.4" , ��, � B= 3.0 Ft. L- 37.90' L 34.5/' 2 END CONST RUCT lON T = 2/.95' T = 19.45' � -DRVI- , FROM -L- STA. 14 + 80 TO STA. 16 + 2 5 RT. R= 30.��' R= 30.�� ' - ' � ST A 11+2/.9� � � i i '-- �� , -� i i i � � NOTE: THE CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL \� \` �� ' -=-"� �� % ��'� --�'"-�� , FENCE OR WATTLES IN LOW AREAS OF SILT FENCE AND , UNDER THE BRIDGE, AS NEEDED OR DIRECTED BY THE ENGINEER. NOTE: ALL_ DRIVEWAY RADII ARE 25 UNLESS OTHERWISE NOTED ON PLANS _____--- _,_�-- :_ , , � � � _ II'I � � � � �IN �RA,DE �/�_-: _S�A :- }�1-�- 1_� -(?(?-:--�-; � �� _- _�, PI;=. ]0_+55:00 - - �t;=�o , _ . '! D R?J -' STA '��-� !��0�! 2 � ELE -...._ . . 3.55 10+00 11+00 11 + 00 12 + 00 13 + 00 0 PI = 13 + 90.00 EL = 38.67' VC = 150' K = 165 V = 60 MPH 14+00 15+00 16+00 17+00 GPS MON 60110-2 SHEET NO. EC-4 JOHN F. WATSON, P.E. EROSION CONTROL LEVEL III CERTIFICATION #3419 � _ �,.� �6° 23' /2 �.� � .� � 18+00 19+00 BRIDGE HYDRAUL/C DAT A DESIGN DISCHARGE = 72/ CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 35.6 FT BASE DISCHARGE _ 1127 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 36.27 FT OVERTOPPING DISCHARGE = N/A CFS OVERTOPPING FREQUENCY= � 500 l+) YRS OVERTOPPING ELEVATION = 37.39 FT DATE OF SURVEY = 03-15-20/6 W.S. ELEVATION AT DATE OF SURVEY = 27.80 FT 30 2� 10+00 � � � 11 +00 � � � ■_L J DocuSign Envelope ID: E8122840-3D3C-421C-88D5-DA4C3AF4420E NOTE: � " I' . �� " I' I �� C�) I ��' \� ��- I'� " I' I'-'I � � . �� I'< <�) I . I \ .,��. II)I�'I�IC�)\� ��)-I�� III�I�II��.��"� 1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) SHEET 11t0.: UC-1 UC-2 UC 3 UC 3A - 3B UC-4 I1�DEX OF SHEETS DESCRIPTI0IV: TITLE SHEET UTILITY SYMBOLOGY 11lOTES DETAILS UTILITY C011lSTR UCTI0111 PR OFILE SHEETS L 0 CA TI41 �: BRID GE 110 O T�ER BEA T�ERDAM S WAMP 01�1 SR 1�07 �SLA TEST0I�E R OAD) TYPE OF W�Rl�: WA TER LI1�lE RELOCA TI�1� SHEETS TO SR 1501 (HIGHLAND DRIVE) SR 1507 SLATESTONE ROAD _ _ —.e— BEGI11t PROJECT 17BP.2.R.67 -L- POT STA 12 + 00.00 o��i�.i QD11'lr_C —L— I V t. J I/'1 I�-F T�-F J. WATER A1�D SEWER OWI�ERS 01�1 PROJECT (A) WATER - BEA UFORT CO U11lTY WATER DEPT =ND BRIDGE -L— POC STA 15 + 13.00 END CONSTRUCTION `—L— STA 16 + 70.00 � � �_�,: � _ -...�... TO NC 32 _ - - ... _ __ . .� � �_... �------------------- I I -------- —T------T'�_— 7 � _ ... ... � I -- / I� 1 I I I % ��vn nun�F�T »Rn � u �� —L— L-Vl� J 1C1 LV T GV.VV PREPARED IN THE OFFICE OF M A E n i n e e r i n 598 East Chatham Street - Suite 137 �� g g Cary, NC 27511 // Phone: 919.297.0220 Fax: 919.297.0221 // Consultants� �n�. NCLicense: F-0160 FOR �� HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 I�EVI1V ZDEB, PE WEBB WHITE GARY BL UE CONSULTANT C011lTACT #1 CONSULTANT CONTACT #2 COIVSULTANT CONTACT #3 SEAL � ��,,��,,,, �.� �.�H CARO ��''�, `.��.......� � 12 �'; ; ��FESSjO••�q ; � ' � �9 : � —_DocuSi�ed�by: �� . 761 1 : _ �,,;.�. B 7�� ; ; —F9�165C3�E4�/^ � �c�` �� `� ,� �F .�� . .. , -, �, f ••....••• ��,� �.� ,, N ti ,. ,,, �, �. '��` . 1/11/2017 T.I.�. N�. 17BP.2 . R.67 5 D 0 z �� e U C-1 DOCUMENT NOT CONSIDERED FIIVAL UNTIL ALL SIG11lATURES ARE COMPLETED DI VISI0111 OF HIGHWA YS HIGHWAY DIVISI0111 2 105 PACTOLUS HWY. (NC 33) PO BOX 1587 GREENVILLE NC 27835 PHONE (252) 439-2800 FAX (252) 830-3352 H0111 F. YEU11iG, PE DIVISI0111 PROJECT ENGIIVEER DWAY11lE SMITH UTILITIES DIV 2 COORDINATOR DocuSign Envelope ID: E8122840-3D3C-421C-88D5-DA4C3AF4420E � � � � � � � � PROPOSED WATER SYMBOLS Water Line (Sized as Shown )�� 12„ W� 111/4 Degree Bend ........................................................ +++ 22%2 Degree Bend ......................................................... +.k 45 Deg ree Bend .............................................................. +1` 90 Deg ree Bend .............................................................. +� Plug....................................................................................... � Tee.......................................................................................... -� Cross..................................................................................... +�+ Reducer................................................................................ ►� GV GateValve ......................................................................... // BV Butte rf ly Valve ........................................................... // TGV TappingValve ................................................................. // LS LineStop ........................................................................... � LS/BP Line Stop with Bypass .............................................. � BD BlowOff .............................................................................. � FireHydrant .................................................................... P�" Relocate Fire Hydrant ��............ R�" REM FH Remove Fire Hydrant ................................................... . PWM WaterMeter ...................................................................... � RWM Relocate Water Meter �� REM WM Remove Water Meter ..................................................... . Water Pump Station ..................................................... PS W PRPZ RPZ Backflow Preventer �� l� PBFP DCV Backflow Preventer �� l� RRPZ Relocate RPZ Backflow Preventer�� lSl RBFP Relocate DCV Backflow Preventer �� BJ PROPOSED SEWER SYMBOLS � Gravity Sewer Line .................................................... _ � (Sized as Shown) � � Force Main Sewer Line � ............................................. � z (Sized as Shown) �� Manhole �� .......................................................... � �� (Sized per Note) �� w� �� Sewer Pump Station ....................................................Pscss, �� REV: 2/1/2012 ffl fA 12" SS 12" FSS ��1�.'� �1�1", ��)1'' ��)1��1�1 1 � .'� 1��)1.;1 � .'� II)I�'I�IC�>\� ��)I�� III�I�I-I"'.��"� PROJECT REFERENCE N0. SHEET N0. 17BP.�.R.67 UC-2 PROPOSED MISCELLANOUS UTILITIES SYMBOLS PowerPole ........................................................................ b Thrust Block ................................................................... � TelephonePole .............................................................. � Air Release Valve ....................................................... ; JointUse Pole .............................................................. � TEL PED Telephone Pedestal ..................................................... O ULl�l ly Line by Others ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, -PROP o,H POW LINES- (Type as Shown) Trenchless Installation �� -12�� TL INSTALL_ Encasement by Open Cut �� Encasement......................................................................... � PowerPole ......................................................................... l TelephonePole ............................................................... � JointUse Pole ............................................................... � UtilityPole .................................................................... • Utility Pole with Base ........................................... o 24" ENCAS BY OC � 24° ENCASEMENT � �� Utility vault .................................................................. � CP Concrete Pier ................................................................. N SteelPier ........................................................................ 0 PlanNote .......................................................................... NOTE PayItem Note ................................................................. PAY ITEM EXISTING UTILITIES SYMBOLS H-Frame Pole .................................................................... �• Power Transmission Line Tower �� WaterManhole ................................................................. o PowerManhole ................................................................. o Telephone Manhole ....................................................... o Sanitary Sewer Manhole �� o Hand Hole for Cable ................................................... o Power Transformer ....................................................... � Telephone Pedestal ..................................................... a CATVPedestal ................................................................. o GasValve ........................................................................... o GasMeter ........................................................................... � Located Miscellaneous Utility Obj ect �� o Abandoned According to Utility Records �� AATUR End of Information �� E.O.I. *Underground Power Line �� *Underground Telephone Cable �� *Underground Telephone Conduit�� *Underground Fiber Optics Telephone Cable *Underground TV Cable �� *Underground Fiber Optics TV Cable �� *Underground Gas Pipeline �� Aboveground Gas Pipeline �� *Underground Water Line �� Aboveground Water Line �� *Underground Gravity Sanitary Sewer Line�� Aboveground Gravity Sanitary Sewer Line�� *Underground SS Forced Main Line�� Underground Unknown Utility Line �� SUETest Hole ................................................................. m WaterMeter ...................................................................... � WaterValve ...................................................................... � FireHydrant .................................................................... � Sanitary Sewer Cleanout �� o *For Existing Utilities Ut ility Line Drawn f rom Reco rd ....................... _ (Type as Shown) Designated Utility Line ......................................... _ (Type as Shown) P T T� T FO T� TV FO � A/c cas W A/G Woter SS A/G Sanitary Sewer FSS ?UTL W DocuSign Envelope ID: E8122840-3D3C-421C-88D5-DA4C3AF4420E GENERAL NOTES: 1. THE PROPOSED UTILITY CONSTRUCTION SHALL MEET THE APPLICABLE REQUIREMENTS OF THE NC DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JANUARY 2012. 2. THE EXISTING WATER LINE UTILITIES BELONG TO BEAUFORT COUNTY. CONTACT: ERICK JENNINGS PHONE: 252-975-0720 3. ALL WATER LINES TO BE INSTALLED WITHIN COMPLIANCE OF THE RULES AND REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES, DIVISION OF ENVIRONMENTAL H EALTH . 4. THE UTILITY OWNER OWNS THE EXISTING UTILITY FACILITIES AND WILL OWN THE NEW UTILITY FACILITIES AFTER ACCEPTANCE BY THE DEPARTMENT. THE DEPARTMENT OWNS THE CONSTRUCTION CONTRACT AND HAS ADMINISTRATIVE AUTHORITY. COMMUNICATIONS AND DECISIONS BETWEEN THE CONTRACTOR AND UTILITY OWNER ARE NOT BINDING UPON THE DEPARTMENT OR THIS CONTRACT UNLESS AUTHORIZED BY THE ENGINEER. AGREEMENTS BETWEEN THE UTILITY OWNER AND CONTRACTOR FOR THE WORK THAT IS NOT PART OF THIS CONTRACT OR IS SECONDARY TO THIS CONTRACT ARE ALLOWED, BUT ARE NOT BINDING UPON THE DEPARTMENT. 5. PROVIDE ACCESS FOR THE DEPARTMENT PERSONNEL AND THE OWNER'S REPRESENTATIVES TO ALL PHASES OF CONSTRUCTION. NOTIFY DEPARTMENT PERSONNEL AND THE UTILITY OWNER TWO WEEKS PRIOR TO COMMENCEMENT OF ANY WORK AND ONE WEEK PRIOR TO SERVICE INTERRUPTION. KEEP UTILITY OWNERS' REPRESENTATIVES INFORMED OF WORK PROGRESS AND PROVIDE OPPROTUNITY FOR INSPECTION OF CONSTRUCTION AND TESTING. 6. THE PLANS DEPICT THE BEST AVAILABLE INFORMATION FOR THE LOCATION, SIZE, AND TYPE OF MATERIAL FOR ALL EXISTING UTILITIES. MAKE INVESTIGATIONS FOR DETERMINING THE EXACT LOCATION, SIZE, AND TYPE MATERIAL OF THE EXISTING FACILITIES AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED UTILITIES AND FOR AVOIDING DAMAGE TO EXISTING FACILITIES. REPAIR ANY DAMAGE INCURRED TO EXISTING FACILITIES TO THE ORIGINAL OR BETTER CONDITION AT NO ADDITONAL COST TO THE DEPARTMENT. 7. MAKE FINAL CONNECTIONS OF THE NEW WORK TO THE EXISTING SYSTEM WHERE INDICATED ON THE PLANS, AS REQUIRED TO FIT THE ACTUAL CONDITIONS, OR AS DIRECTED. 8. MAKE CONNECTIONS BETWEEN EXISTING AND PROPOSED UTILITIES AT TIMES MOST CONVENIENT TO THE PUBLIC, WITHOUT ENDANGERING THE UTILITY SERVICE, AND IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS. MAKE CONNECTIONS ON WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF NECESSARY. 9. ALL UTILITY MATERIALS SHALL BE APPROVED PRIOR TO DELIVERY TO THE PROJECT. SEE 1500-7, " SUBMITTALS AND RECORDS" IN SECTION 1500 OF THE STANDARD SPECIFICATIONS. 10. CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING UTILITY SYSTEMS. CONTRACTOR SHALL CONTACT THE UTILITY OWNER TO CONDUCT STRATEGIC OPERATION OF VALVES FOR SERVICE INTERRUPTION IN ORDER TO PERFORM SPECIFIC WORK. PROJECT SPECIFIC NOTES: 1. PROPOSED OPEN TRENCH WATER LINE SHALL BE 6" DUCTILE IRON PIPE, CLASS 350, WITH GRIP RINGS. 2. PROPOSED TRENCHLESS WATER LINE SHALL BE 200 PSI PRESSURE PIPE D.I.P.S. 8" HDPE SDR-9 WITH MATERIAL DESIGNATION PE 3408 / 3608 THAT CONFORMS TO NSF-61. 3. ALL WATER LINE FITTINGS, 4-INCHES THROUGH 12-INCHES IN DIAMETER, SHALL BE DUCTILE IRON. 4. CONTRACTOR'S ATTENTION IS DIRECTED TO SECTIONS 102, 107, AND 1550 OF THE STANDARD SPECIFICATIONS CONCERNING TRENCHLESS INSTALLATION. IT IS CONTRACTOR'S RESPONSIBILITY TO HAVE BORE DESIGNED AND SEALED BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER. NO DAMAGE IS ALLOWED TO RIVER, STREAM, CREEK, WETLANDS, OR BUFFER ZONES. 5. ALL PROPOSED FITTINGS (BENDS, TEES, CROSSES, REDUCERS, PLUGS, ETC.) SHALL BE ADEQUATELY RESTRAINED BY THE USE OF RESTRAINED JOINT CONSTRUCTION AND/OR CAST IN PLACE CONCRETE THRUST RESTRAINTS AS DETAILED ON THESE DRAWINGS, OR AS DIRECTED BY THE RESIDENT ENGINEER. JOB NAME: 17BP.2.R.67 DATE: 1/10/2017 ITEM NUMBER DESCRIPTION QUANTITY 5325600000-E 6" WATE R L I N E 159 L F 5325800000-E 8" WATER LINE 220 LF 5871500000-E TRENCHLESS INSTALLATION OF 8" WATERLINE IN SOIL 110 LF 5871510000-E TRENCHLESS INSTALLATION OF 8" WATERLINE NOT IN SOIL 110 LF 5540000000-E 6" VALVE 2 EA 5800000000-E ABANDON 6" UTILITY PIPE 371 LF 5329000000-E DUCTILE IRON WATER PIPE FITTINGS 490 POUNDS DocuSign Envelope ID: E8122840-3D3C-421C-88D5-DA4C3AF4420E DocuSign Envelope ID: E8122840-3D3C-421C-88D5-DA4C3AF4420E DocuSign Envelope ID: 602D1850-9413-4CF6-BBED-2DF9D04590E1 � � � � � � � f I 30.00' PROP. 220 LF 8" WATER LINE PROP. 110 LF TRENCHLESS INSTALLATION OF 8" PIPE IN SOIL PROP. 110 LF TRENCHLESS INSTALLATION OF 8" PIPE NOT IN SOIL PROP. 74 LF 6" WATER LINE BORE PIT PROP. 1 EA 6" VALVE SIZE DETERMINED _ BY CONTRACTOR 1 � PUE PUE E PUE � w 50' TAPER T� w � XISF TING � - _� - - p - . � — -- Fxi�r ��'� �_ �- -� - � �� --- - — —T F 0— — F___ -- ==T�== -- — —T— I -� - . FD F „_AV �`— "� sR i5o� s�ArESTONE Ro 2i.�� esT �I 1+00 � 30.00' � � — — — — — � 15" RCPi � 15 CMP � —� _ (GPS MON) . ; ,4 Pp -- EXIST R/W � > � � 60110-1 ' � ' �' � � I�� Q,� � � II � � � � , i ' � , Wo�oS �, BEGIN WATE�R LINE TIE-IN TO EXISTING W/ PROP. 6" VALVE Z 50 25 0 50 100 O `� P LAN > � 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) 50 40 30 � WL STA 9+95 . 00 --- --- �� L STA 13+08. 96 RT 17. 8�� H F�ooR C � �V 37,02' I ,W GROUND � PROP . 45 ° BEND ' =v=3q°4Q� ROTATE AS NEEDED WL STA 10+00.00 L STA 13+13 . 96 RT 17 . 7' - - _ ' � ' �� PROP. 45° BEND 2 ROTATE AS NEEDED 'i � WL STA 10+10.69 � s ,, � L STA 13+21.63 RT 25.1,' — , , .......►.........� S+ � ■■■■■■■n■■■■■■■■i �, .......■�........� Il`Jru li i � � ■ ■■■■■■�'■■■ ■■■■■I 1■�I _ 1��■�1��■■�■■■■■■■I �� I K ` � � ■I I /II�1►I■■■■1� ■■ ■■■■■■■11 ��vW' . . � . ■■■■■■■� .�� ' C:::::::� � �.� .::::::��:: 0 �• 11 \� F. � 4 ABANDON 371 LF 6" UTILITY PIPE _ �� i B RE PIT 0 SIZE DETERMINED �, � �'�� BY CONTRACTOR END CONST UCT/ON � ------- STA /0+70.0 �� ` ' N — 6 CJ � �, � ; - � �� ` I n>" I - � DI�E _ _ DUE ; , DUE-�� =� t� ' +� c.��1.�� eu`�� '� ti —� „ C � � i� �---- �, W � WD _ —�'`'7" �� I ii� `;�,�, W W 1 �, �> '`� T W 04 - - - -- C.._ / - - - -- - -r Fo- 15" �iti�l�- -i- - � - — — � — T— — — � � �.�iii�� r�i'u■.� % � �� _ 8' T,� NS A �_ � i � P .�� , � � �� o �� .;, , i � � � /� .�/ � � c ,C Q � � __/ '� ��' --- -- PDE�� PDE� C � w� �� 1 _ �, - � -Li- POT ' STA /3+90.27- F, ', F -DRVI _ POT STA /0+00.00 3 o -��4V2 POT ST A, l0 +00.00 , ,- �' �� -. � � � , _ � �� '� �� END CONSTRUCT/ON -DRVI- STA 11+2/.90 PROP. 8X6 REDUCER SEE TRANSITION DETAIL SHEET UC-3B WL STA 10+68.39 L STA 13+90.18 LT 24.2' 0 �2 � �� ❑ PROJECT REFERENCE N0. SHEET N0. UTILITY OWNERS ON THIS PROJECT 17BP.2.R.67 UC-4 DESIGNED BY: GJB `��„��,,,,,�� BEAUFORT COUNTY UTILITIES UTILITY: 6" WATER LINE DRAWN BY: GJB �,•�`��N CARp��,,,� : 0 •'��5 S ��'. ti,9 : CONTACT: ERICK JENNINGS CHECKEp BY:. KCZ ;' ::�pF� �oy9� :'; PHONE: 252-975-0720 N APPROVED BY. KCZ ao��S��bY:SEAL ; - „ REVISED: ICa''"`"�'�6�� ; PROP. 85 LF 6 WATER LINE F�,BS��e��N��,?•' ;. PROP . 1 EA 6 VALVE NORTH CAROL I NA ;��F ...,........ ��; DEPARTMENT OF '�,,��/N �. ti0�.�` TRANSPORTAT I ON 1/26%Yb'ii�� UTILITIES ENGINEERING SEC. M � PHONE:c9�9�707-6690 uTl�irY CONSTRUCT[On -. ' - , I _�� `, � N FAX: ( 919 )250-41 51 PLANS ONLY � END WATER �rNE ZZ UT I L I TY CONSTRUCT I ON TIE-IN TO EXISTING W/ PROP. 6" VALVE �� M A Engineering CaryENC275h1m5treet-Suite137 —/ Phone: 919.297.0220 Fax: 919.297.0221 WL STA 13+73 . 05 �� Consultants, Inc. NCLicense: F-0160 L STA 16+79.17 RT 13.6' (GPS MON) DOCUMENT 111OT CONSIDERED FINAL S E E N OT E 8. 60110-2 UIVTIL ALL SIGIVATURES ARE COMPLETED , ��"� , EXI� �iW _ � � --- - --- --- --- -- -- --- --- � --- - --- --- -- --- - T FO— — -- —T FO— — —T FO— = 3�. T— — _ =—TT— — —�— — _ I ��.�;.�. — -- — � T- -- POT Sto. 22+36.78 ' , � , 2„ P -- --- 15�� RCPi i } _ � '- — T — � _� —� _ _ , — I EXIST R/W /�� i \ w _� � ;,y�i=33,29� �� a WM >i WM ��Q � i � ' `� Q „ � � � �� , - PROP . 45 ° BEND i �� ' , ROTATE AS NEEDED �' G�OR�A A WOo�' �r � '' � � � WL STA 13+68.05 ' � DB 6q2 PG 5�� ', o, o_ ' '' � L STA 16+74.17 RT 13.6' �� ° � �sFD�ooR - - - - ��, F�N�SH,3a�5°� ' � o � � c�� E� " RD�ND I I- � �� ; �� 'z� w s �ow � 3a�`o' I� >��f�J ISBD �� E�E I�B 6q2 FiNI�H �LOOR I FINISHED FLOOR zw�w �,� 5�� ELEV=37,88' ELEV=39o37' ,� LOW GROUND LOW GROUND � ELEV=34,87' � ELEV=35�71' S � - - -- 5 �, o � � � PROP. 45 BEND — � ROTATE AS NEEDED � �_ ,nn�� F��i� ni_��r�o�� WL STA 13+56 87 � L STA 16+67.77 RT 20.2' PROP. 8X6 REDUCER SEE TRANSITION DETAIL SHEET UC-3B WL STA 12+88.30 L STA 15+99.21 LT 21.2' - ..■�. � ...�.� I,■�I[I� L� � � �l . � � i ,� _� �� - � MIN, ❑ 13 + 00 14+00 THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE FITTINGS ON THIS PLAN SHEET IS 490 POUNDS. THE ACTUAL QUANTITY AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS. . .................... � :C ::::::::::::::::::' �= � ::::::::::::::: - - � : � � � - � � .................. �. � . . ■� iiiiiiiiiiiiiiiii■ :• � • ; �•• � • .�• ; � • iiiiiiiiiiiiiiiiiiiii ' �' ' �� '' � ' : � ' � iiiiiiiiiiiiiiiiiiii■ ■■■■■■■■■■■■■■■■■■■■■ � . . � � -�� ■■�■■■■■■■�■■■�■■■�■■ ■■■■■■■■■■■■■■■■■■■■ � . .� �� - � � : � � � � �- � ■■■■■■■■■■■■■■■■■■■■■ . . �� -� :� � � - . ...■■. .■■.■■■... ■..■■ ■■■■.■ ■■.■■■■■■■ .■■■■ � � ■ , , � � � , ■ .■■.■■ ■.■■.■■■■■ ■■■.■ ..■... ....■.■.■. ..■.■ I • � ■ , � , , ■ ■ � , � � , � ■ , .■..■. ■.■■■.■■.. ■■..■ � , � � ■■■■■■■■■■■■■■■■■■■■■ � ' � i � � ' � ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ � � � . �� • ' ' ` : � .� . . � . ■■■■■■■■■■■■■■■■■■■■■ �. . . . : � C ' ''� ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ 1 ' ' � � ' ' : � �• � ' ��'� �� ■■■■■■■■■■■■■■■■■■■■■ ; .. �� ' ' ' ' ' � ' ' ' �� . . � . � . ■■■■■■■■■■■■■■■■■■■■� � ■� �• � � � �• � ■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■ ��m�Om�� , , • � , ■ � , ■ � , ■■■■■■■■■■■ ■■■■■■■■■ � ■ � � � � �� 50 -' 40 30 _- 2 0 10 � � �O . • N • � � •, � See Sheet �-A For I ndex of Sheets See Sheet ,-B f or Conventi onal Plan Sheet Symbols See Sheet �C- � for Survey Control Sheet GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) SHEET 11t0.: uo-1 UO-02 � � 1 � .'� � 1 � 1 �'. ��)1 " � � ��)1�� 1 � 1 1 � .'� 1�� )1 .; 1 � .,'�. II)I�'I�IC�)\� ��)I�� III�I�II�`�.��"� LOCATI01�: REPLACE BRIDGE 1��.110 � T�ER BEA T�ERDAM SWAMP 01� SR 1�07 �SLATEST011tE R4AD) T YPE OF WORK: REL OCA T101�1 OF PO WER A1�lD PH�1�E TO SR 1501 (HIGHLAND DRIVE) �... ::: ... -...-... ... _ _ SR 1507 SLATESTON.E ROAD ---------r--r-- � I 1 1 1 I 1 1 I ! BEG7111 PROJECT 17BP.2.R.67 BEGI11t C0IVSTR UCTIOIV -L- POT STA 12 + 00.00 I1�DEX OF SHEETS DESCRIPTI0111: TITLE SHEET UBO PLA11l SHEET BEGIN BRIDGE -L- POC STA 14 + I � rn n < rn � 0 n � �� n � � V END BRIDGE � -L- POC STA 15+13.00 ! UTILITY OWI�ERS WITH C01�FLICTS (A) POWER — CITY OF WASHI11lGT011t (B) PH011tE — TRI COU11lTY TELEPH0111E T.I.1�. N�. 17BP.2 . R.67 �� , U O-1 'NOTE: ALL UTILITY WORK SHOWN ON THIS SHEET IS DONE BY OTHERS. NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR UTILITY WORK �SHOWN ON THIS SHEET. ,END CONSTRUCTION � L- STA 16 + 70.00 � � i i TO NC 32 _ I � ... ... ... �-� ...� � �------ '�.------- � — �i i i -�-----T y � - ... ... I � - 1 � � 1 I 1 I I I� 1 I � E11tD PROJECT 17BP.2.R.67 -L- POC STA 16 + 20.00 PREPARED IN THE OFFICE OF: �� M A Eng i neeri ng N� License: �� Consultants, Inc. F-0160 598 East Chatham Street Suite 137 Cary, NC 27511 Phone: 919.297.0220 Fax: 919.297.0221 WEBB WHITE PROJECT UTILITY COORDINATOR DIVISI01�1 4F HIGHWAYS DIVISIOIV 2 105 PACTOLUS HWY. (NC 33) PO BOX 1587 GREENVILLE, NC 27835 H0111 YEUIVG, PE BRIDGE PROGRAM MANAGER I � � I I I I I I I O 5 10 PROJ. REFERENCE NO. SHEET NO. I� �i ii �i I i i i i � i 17BP.2.R.67 X-1 _ _ _ _ _ _ _ __� _ � _ _ _ _ _ � � � � � � � � � � � � � � i � � � � � � � � -�. � � i i � '� 'i '� 1 0 1 0 I 1 0 I 1 0 1 0 1 0 90 0 0 0 0 0 30 I 20 1 1 20 30 0 � 50 � 0 � 0 0 90 1 0 ' 1 0 1 0 I 1 0 '� 1 0 I 1 0 ' � � � �� : i i i I ii ii il i i . .. .. . . . . - - - - - -- -- - - - -- - Note: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Gradmg, - - Clearing and Grubbing, and Removal of Existing Pavement will be � paid for at the contract lump sum price for "Grading." 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 i i I i , ., , .,. , . . . �. �. , �. . I �. �. . . I I I �. . . �. i i . i .. . i . . . . . . . . . . I � � � � � . . . II II II �I, I i ..` . •'I I I I I I I I � . � � � � 3 � � � _- ;� Z -r - �__ , -- ---�--- -- ---- - -__ ____ __-- __- - ____ __ ----I� ___ _ _ ____ - -- _ ----- -�_ - -,-- - -- -__ _- ____-��--_ _ --- , _ - ---- _-- _ --- ---- --------- -- -_ � _ _---------- --- ---- -- - ---- - ---- -- -__ _ _ �� 3 7 60 � Z � , � _ =- - ---- ----- i --- � � v, � — v> ----�- --- � \ / W I I� W I . i i � � il � . . il il I •I I I : I I �_ � � � � �_ � _�_ � � � � � � � � �I- � � � � � � � � � � �-- � � � _�- . i i I I il il _ _ _ _ _ _ _ _ . . I . . I I _ I I I � � I II i i i i �I �I � _� � � � � _�_ � � �_ � �_ � � _� � � � � � � �_ � �_ � _� _�_ _ li I � �I c� � 3.� 0.010 01050 3. � � I ��I z � _ � - -, - Z _ . . - .� � .- c�n�- - _�_ 3 _.51---!i- �� - � --- - -- - - _ _ _ _ _- _ ___ � � � � � � � � � � �� - � � � I`✓ � -�-- --� -- -- � � � � � � � � � � / �X i i X i i i i _� li W 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 li I I i i i i � ', B G I N G�RA E � � ,, ,, --- --__ ----- -___ ___ ____ _____ _____ ____ _____ ____ ___ __ _____ ____ ___ _ ___ _ ___ __ __ ____ _ __ _ _____ __ ___ _--- -- -- -____ __- ---- - __ __ ___ __ . --- -_ �-_ - T __ _ 2 + _� � - � ----- � � __-- - --- - ---- - --- ---- --- -_ ____ __- ---- ---- -- -__ --- � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , , ; ; � � � ; ; , , ; ; ; ; , , ; ; , , , ; ; � � � ; ; , , � ; ; � � i i � i i i i � � � --- ; , � � � � I _ - - --_ � I I � � � � � � Z Z� - - - - - � - - _�Z _47 _ __ -� -cn � -- ---- ------- - - - __- ---- ----- -- -__ --_ _ - - -- ----- _- --- ---- __--_ _____ --- --- -- -� \ --- __ / _x _ _;II ____ __ _ W ------ - --- --- � ' ' �_J W I I i i I i i i il II + � � II II I I •, I I I I -----III•---. _._ _ ._. _._-. . .__ __.. __..__ ____- ___._ -_.___ __..__ ----_. _.__ _ ____ I _ _-- � -----_. . .___._ . ._.-_.__.-_._._.-____-____ ___. . ._._.- _- --__---._ . .__ __------_._-_. _.._ __- _ __.__ __ __ ____ _ I � � � � � � � � � � � � � � � I' � � � � � � � � � � � i i i i i i i i i I I I I I I i II 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 i �i �i ---I�•--. _._-. _ _ .-. .-_-- -------- ____ ___ _____ ____ _____ ____ I I ---�----__-_ __ __ ----_ ___ .--- --- _ ____ _ -- ----_ -___ ___.-___.-_._._-. ._._. _--I----__.-_._._I . ._._ i , i i i I � � I I I II I I � I I I I I I I I �I ! 'I _ - - - - - I - - I I I �I �I �I _ _ - �I - --- I I I 1 _ _. _ - ' � � � � � � � � � � � �. . _�_ -- 3 7 4 _ __ , _ _ ; _ ; I _ _ I I � � � �. . � �_ _ � � ��+ .�� i i i i i � I �� i i i � � � � � � � � � � � i i i I I I I I i � i � .- _ .. .. ...--. _- _ . .-. _ . . .. ... . _ .. .-_ ..--.. . . ._ .. _. ._ ... ._ . _ . ..- -..-. .. .-.-.. . .-.- . _ . . . . .. . . _ ... . .. .. .. _ ... _. � - � III __ _ , ,. . .. .. ... .. . _ _ . __.-._. .. _. :__-.--__..-.--.. .-.-. .. .-. .---- -- _ . �. _. .. _. _ .. .-�-�------- ---. .. .. .-.-._.-. ._ .. -..-- �--. .. . .. .. .-__-. -.-. .. .. .. . .. ._ . .- . . . . . . I i . � _. . . .. . . .. .-.. . .. .-. .. -- -- - - - . . . .. _ . .. -- . . . . 1 0 � 1 0 � 1 0 1 0 i 1 0 i 1 0 i 90 i 0 i 0 � 60 i 0 i 0 i 30 � 20 i 1 i i 1 20 i 30 0 i 50 i 0 i 0 I 0 90 i 1 0 i 1 0 i 1 0 � 1 0 i 1 0 i 1 0 i � I � I I I I � � � I � � � � � � i i I � � � � � � � � L 0 �� O i � L - O �U O � N � � 3 Z T Q i�(Y] or �o�z Cu / T I � � I I I I I I I O 5 10 PROJ. REFERENCE NO. SHEET NO. 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I i . � _. . . .. . . .. .-.. . .. .-. .. -- -- - - - . . . .. _ . .. -- . . . . 1 0 � 1 0 � 1 0 1 0 i 1 0 i 1 0 i 90 i 0 i 0 � 60 i 0 i 0 i 30 � 20 i 1 i i 1 20 i 30 0 i 50 i 0 i 0 I 0 90 i 1 0 i 1 0 i 1 0 � 1 0 i 1 0 i 1 0 i � I � I I I I � � � I � � � � � � i i I � � � � � � � � I � � I I I I I I I O 5 10 PROJ. REFERENCE NO. SHEET NO. 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I I I i i I I I I I _�_ 1 _ I _ _ _ _ I. . I l .. i i _ _ ,.. � � i _ I _ I � I I � I i ill • . I i I I �I II ----�-- 3• � 3:I , : � --�--__ ___ ____ ._ ------------ __ __ ___ _____ ____ __--- I -- _ � � I ,_ ___ ___ _______ I____ ___ I________ _ . _ _ _____I__________-__- ----__________-___ _------- _- ----______ ___ _-------______ ___ � L __._ ___ � _ __ _ _-- ----__ __ __ ____ ____ �--- ----- ------�-- -- -------- -- -- � I �`-- !,-- --------- � I � � -- � � ' 33 55 �i i � I � � � � � � i i i � � � i i i I 'i 1�+ i i i �I �I �I 0 5.00 ��' , � � � _ _ _ -- _ �� _ _ _ i � � � � � � � -�- � -� -�- -� -� -� ��-B C-I-N GRA E -_ _ _ _ ; ; � � � � � �_ _ ; ; � � � ; ; , � li li Ili 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 . . ... _ . .. -- . . . . 1 0 � 1 0 i 1 0 1 0 i 1 0 i 1 0 i 90 � 0 i 0 i 60 � 0 � 0 � 30 i 20 � 1 'i I 1 20 � 30 0 � 50 � 0 i 0 � 0 90 i 1 0 i 1 0 � 1 0 i 1 0 � 1 0 i 1 0 � � � � � � � �� , � � � � � � � � � � � � � � � � � � � I � � I I I I I I I O 5 10 PROJ. REFERENCE NO. SHEET NO. I� �i ii �i I i i i i � i 17BP.2.R.67 X-6 _ _ _ _ _ _ _ __� _ � _ _ _ _ _ � � � � � � � � � � � � � � i � � � � � � � � -�. � � i i � '� 'i '� 1 0 1 0 I 1 0 I 1 0 1 0 1 0 90 0 0 0 0 0 30 I 20 1 1 20 30 0 � 50 � 0 � 0 0 90 1 0 ' 1 0 1 0 I 1 0 '� 1 0 I 1 0 ' � � � �� : 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 iI I I . I I I i I I I I I I III �II III il il �_ � � � � �_ � _�_ � � �_ � � � � � �. � � � � �_ � � � � � �_ � � � _�_ . i i i i i i i � � I I _ _ . . I . . I I I I � � II I I i i II II � _� � � � � _�_ � � �_ � �_ � � _� � � � � � � �_ � �_ � _� _�_ _ I . _ _ . _ II . _ _ II II _ _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 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 --- --_- ---- - - �------� - - � - - -� - - � - �_-_ __. � �_-_ __ �- ---- -_ —_ - -_ _ � - ---- -- --- ---- -- ----- - _ _. -_ . - --- --- -- -- ---_ _ . -- ---- — __ __ _. _ . _. _ � �, -- ---33 54 '-- ---- � �\ . � — __ \ � � � i i i i � � i i � � \ ' � � � 10+ 5.�0 _ � � ___ ___ __�-_____�- ___�-____�-__ __-�-_____-�-___ __�____----�__ ___�-____--�___ __-�-____ _-�____ ___-�-_____ -�-__ __-t- _ _--__ __�-___�- ___-�_____ _�-___ __--�____ _�-___ _�____ �_ __-�____--�___ __-�-____�___ ____�-_____----b-__ ___�___ , � � � � � � � � � � ; ; � � ; ; � � � ' �� N'� RAD E � � � � � ---- --__ ----- ----- --- __ __ _____ _-- -- ---- DR ---- ---_ __----- - - ___ __ _ ____ _____ -- _ __ ---- ----- ---- ---- _ __ _ _____ __ ___ ____ _ . . � � ; ; , , ; ; � � � � � � � � ; ; � � ; ; i _----_ I � �___- -----I ------ — 1__�.013 0.01 � i � ; --- --- -- ----- - -__ _--- -- -- ---- __- -_ ------I--- ----� +---- -__�------�- � ---- - ___ ; �--�----- - - ---- - -------- --- ---� � - -- - - --- -- --- ---- _- --- ---- --- -_ _____ __- ---- ---- -- -__ --- — — — —��— — _ _ � � � � ---- ----- ---- ------ -- - , � -- -� � � � � � 33.51 �� ,,�-- i .� � � � ! i i I �� i i � /' i i I I I � — -�. � � �-_ _ I I I I ` I I -� I I ---�'�.---___ ___- ___. _ __ __ 10� -� �. 0��--- ____ __ I __ , � � � � �___ �_____�____�__ ___� �__ __�_____� �___ _� � ,, -�_____ _____ _____ . ____ ___� � �______ _. ___ ____._____ ___� �__ _�_ ___� �__ __�____� _ � � � � � � � i, , � � � � I I I , II II I I I I I I � I I I I I I I I II il �I ! 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I l .. i i _ _ ,.. � � i _ I _ I � I I � il !I � II�2� �.�2� I�I III I � � � 3:� 3; ' i ; l � -- ---- — ---- ---- —_ � � --�--__ ___ ____ .__ -- -------- __ __ ___ ___ -- ------ --- — -- - — — —_ — — — --�__ ___�_ — _ ----_____ __------- ___ ___ _- --- __ ____ _------- ___ ___ _ _ _ _ __ __ __ ___ _ _ _ ___ � - - --__ _ _ � - - - - _ 3 5 80 _ .� _ __ _ _ _ _ _� � _ _ — ----- ---- --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. _ _ I l .. �, . _ , B �-I;N D �I E- _ _ � � � _ _ � � � � � � � � � � � � � � � � � � � � � � �_D R�� 2 ST 1�0 13 . 0 � � � � � � � li 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 � - _-. _- _ .-. ._ __ ___ _ _ _ _ _ _ _ _- -� II� - - �.- I� --� - - � . . . . - I � � � I � . . . . . 1 0 � 1 0 i 1 0 1 0 i 1 0 i 1 0 i 90 � 0 i 0 i 60 � 0 � 0 � 30 i 20 � 1 I'i I 1 20 � 30 0 � 50 � 0 i 0 � 0 90 i 1 0 i 1 0 � 1 0 i 1 0 � 1 0 i 1 0 � � � � � � � �� , � � � � � � � � � � � � � � � � � � � DocuSign Envelope ID: 9AE26E66-1F81-42D9-9ECA-30449A78284A +�n 14+00 60 50 40 30 20 X� � ��e �� APPROXIMATE EXISTING GROUND +�n FILL FACE END BENT 1 STAo 14+41081 —L— GRADE POINT ELo 38050 BEGIN FRONT SLOPE STAo 14+37e41 —L— GRADE POINT ELo 38051 — — -----� �X, � ��o �,�' 1'-6" (TYPo) 2'-0" (TYPe) +4n HP 12x53 STEEL PILES (TYPo AT END BENTS) WORK POINT 1 FILL FACE END BENT 1 STAa 14+41081 —L— BEGIN FRONT SLOPE STAe 14+37e41 —L— TO SR 1522 (LIZZARD SLIP RD) SR 1507 (SLATESTONE RD) BEGIN APPROACH SLAB STAo 14+30094 —L— � SLOPE 1�/2e1 +Fn SPAN A +�n UNCLASSIFIED NORMAL TO CAP STRUCTURE (TYPo) EXCAVATION (TYPo> EXISTING TIMBER CAP LOW CHORD ELo 36016 x, 0 ��o �� FIX W/TIMBER PILES (TYPe AT INTERIOR BENTS) WATER SURFACE ELo 2708 (3/15/16) FIX FIX eQ � � x, � / O � '�"�' O � _ " �/ � ,,,�1'' O i x� o <v� ��, ,\� /'`,,�° ti � 15+00 � SPAN B +�n HISTORICAL HIGH WATER ELo 3604 (HURRICANE FLOYD — 9/99) BASE DISCHARGE +4n ELe 36e27 L FILL FACE END BENT 2 � LOW CHORC � � PROPOSED � �`'� PROPOSED GROUND LINE GROUND LINE ELo 3303 EXISTING TIMBER CAP W/TIMBER PILES AND ELe 32e3 TIMBER BULKHEAD (TYPo AT END BENTS) HP 14x73 GALVANIZED STEEL PILES END BENT 1 BENT 1 � � � �� ELo 3606 (TYPo) WORK POINT 2 �� BENT 1 STAo 14+83000 —L— 1'-0" EARTH 1 BERM ELe 33v04 EXISTING i i � oo STRUCTURE ; � I � SURVEY —L— S 75°-41'-41"E 0 % °1 IFIXI STAo 15+14019 —L— GRADE POINT ELo 38030 BEGIN FRONT SLOPE STAo 15+18055 —L— GRADE POINT ELD 38e28 X, � ��> 1'-0" MINo EARTH �� BERM (TYPo) � �k � CLASS II RIP RAP (TYPo) END BENT 2 ELe 36e6 (TYPa) o� 0 1'-0" EARTH BERM ELo 32084 � 1�/�01 90 ° —00'-00" (TYPo) 1�/ °1 � 2� i � 2� �,��° �� 1'-0" ARTH j 1'-0" EARTH 1 BERM ELo 33004 5'-0"I BERM ELo 32084 oo°o � oo� �� ao � I � �'`� Q,O ' �oo CLASS II IDENTIFICATION CLASS II RIP RAP STAo 14+78000 � L— RIP RAP � I 41'-2�/q" � 31,_2i�4„ � SPAN A SPAN B 72'-4�/2" TOTAL LENGTH OF BRIDGE (FILL FACE TO FILL FACE OF END BENTS) PLAN NOTEo PILES NOT SHOWN FOR CLARITYo WORK POINT 3 $o� FILL FACE END BENT 2 � STAo 15+14e19 —L— r%� �� BEGIN FRONT SLOPE �F>1 STAe 15+18e55 —L— I� Od7 o M 0 END APPROACH SLAB STAe 15+25D06 —L— TO NC HWY 32 ,�� -- ---——— +Fn P +�n FOR GENERAL NOTES,SEE SHEET 2e BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = 721 CFS FREQUENCY OF DESIGN FLOOD = 25 YR DESIGN HIGH WATER ELEVATION = 3506 FTe DRAINAGE AREA = 2e7 SQe MIe BASIC DISCHARGE (Q100) = 1,127 CFS BASIC HIGH WATER ELEVATION = 36027 FTo OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE = N/A FREQUENCY OF OVERTOPPING FLOOD = 500—YR (+) OVERTOPPING FLOOD ELEVATION = 37039 FTo NOTEo OVERTOPPING OCCURS AT ROADWAY STAa 10+68000 PI STAa = 13+90000 ELEV = 38a67 VoCo = 150' (+)Oo6105% (—)Oo3000% GRADE DATA —L— DocuSigned by: �� . �G�V7�(,�' � Hgd�'1�8gaa��7aiE ,,��;�� CARp��'"�, �� ,,,,��„�,,, � •�. �� o ,.��FEss�o ,,,•y ��, ?; Qe-� N9�':9 - = SEAL = - = = 12916 = _ _ �: :' = �% '� �'o, FM', I NEE� � `� � o`` ;,,qG '�-",,,,,,,,,,�� ; , - � J. B P� , ,,. 12/13/2016 ��'"",��,�„��,''��, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I HEREBY CERTIFY THESE PLANS ARE AS—BUILT PLANS PROJECT NO. 17BPo2oRo67 BEAUFORT COUNTY STATION: 14+78000 -L- SHEET 1 OF 2 REPLACES BRIDGE NOe 110 DocuSign Envelope ID: 42DA3DFF-4C29-4474-AF5A-1 DB8AB16A9D8 BMo —"60110-2" ALUMINUM CAP ON REBAR, 14089' LTo OF STAo 20+33e1 —L—, ELe 37032 IDENTIFICATION STAo 14+78000 —L— BEGIN BRIDGE STAe 14+41e81 —L— BEGIN CONSTRUCTION STAo 12+OOo00 —L— TO SR 1522 (LIZZARD SLIP RD) SR 1507 (SLATESTONE RD) POT STAo 10+OOo00 —L— � �� \\ i R�1� 90 ° —00'-00" (TYPo) PROPOSED STRUCTURE END BRIDGE STAo 15+14019 —L— a END CONSTRUCTION STAo 16+70000 —L— `�= � SURVEY —L✓ S 75 ° 41' 41" I X I� � ISBD I FIMSN FLOOH ELEV=}7.88' LOW GROUND ELEV=}4.87' PC STAo 18+99007 —L— POT STAo 22+36078 —L— CURVE LT I58� FINISHED p LOOR LO�V.,._.,.37' E I` LOCATION SKETCH FOR UTILITY INFORMATION9SEE UTILITY PLANS AND SPECIAL PROVISIONSo � S 76 ° 23' 12" E � �; . ��i ,, � o � 6F��.: � FM\Sv,'f8: E�w gpu l�Ey<>' . I O � � TO NC HWY 32 PT STAo 20+37047 —L— FOUNDATION NOTESD FOR PILES9SEE GEOTECHNICAL SPECIAL PROVISIONS AND SECTION 450 OF THE STANDARD SPECIFICATIONSo PILES AT END BENT NOo1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 59 TONS PER PILEo DRIVE PILES AT END BENT NOe1 TO A REQUIRED DRIVING RESISTANCE OF 100 TONS PER PILEe PILES AT END BENT NOo2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 51 TONS PER PILEo DRIVE PILES AT END BENT NOe2 TO A REQUIRED DRIVING RESISTANCE OF 85 TONS PER PILEe PILES AT BENT NOo1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 88 TONS PER PILEo DRIVE PILES AT BENT NOo1 TO A REQUIRED DRIVING RESISTANCE OF 150 TONS PER PILEaTHIS REQUIRED DRIVING RESISTANCE INCLUDES ADDITIONAL RESISTANCE FOR DOWNDRAG OR SCOURe INSTALL PILES AT BENT NOo1 TO A TIP ELEVATION NO HIGHER THAN —300 FTo THE SCOUR CRITICAL ELEVATION FOR BENT NOe1 IS ELEVATION 20v0 FTeSCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTUREe TESTING PILES WITH THE PDA DURING DRIVING9RESTRIKING OR REDRIVING MAY BE REQUIREDoTHE ENGINEER WILL DETERMINE THE NEED FOR PDA TESTINGoFOR PDA TESTING,SEE SECTION 450 OF THE STANDARD SPECIFICATIONSo TOTAL BILL OF MATERIAL REMOVAL UNCLASSIFIED BRIDGE VERTICAL 3'-0"x1'-9" OF EXISTING STRUCTURE APPROACH HP 12x53 HP 14x73 RIP RAP GEOTEXTILE PDA CLASS A REINFORCING PILE CONCRETE ELASTOMERIC PRESTRESSED ASBESTOS STRUCTURE TESTING EXCAVATION CONCRETE SLABS STEEL STEEL GALVANIZED REDRIVES BARRIER CLASS II FOR gEARINGS CONCRETE ASSESSMENT AT STATION AT STATION AT STATION PILES STEEL PILES RAIL �2'-0"THICK) DRAINAGE CORED SLABS 14+78000 —L— 14+78000 —L— 14+78000 —L— LUMP SUM EACH LUMP SUM CUo YDSo LUMP SUM LBSo NOo LINo FTa NOo LINo FTo EACH LINo FTo TONS SQo YDSo LUMP SUM NOa LINo FTo LUMP SUM SUPERSTRUCTURE LUMP SUM LUMP SUM — — 140050 LUMP SUM 22 770 END BENT 1 LUMP SUM 1402 29115 7 525 — 4 60 65 BENT 1 10e7 2,136 — 8 640 4 END BENT 2 LUMP SUM 1402 2,115 7 490 — 4 75 85 TOTAL LUMP SUM 2 LUMP SUM 39e1 LUMP SUM 6,366 14 1,015 8 640 12 140050 135 150 LUMP SUM 22 770 LUMP SUM GENERAL NOTES ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADINGo THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONSo THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1e THIS BRIDGE SHALL BE CONSTRUCTED USING TOP—DOWN CONSTRUCTION METHODSo THE USE OF A TEMPORARY CAUSEWAY OR WORK BRIDGE IS NOT PERMITTEDo FOR OTHER DESIGN DATA AND GENERAL NOTES9SEE SHEET SNa FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONSo FOR FALSEWORK AND FORMWORK9SEE SPECIAL PROVISIONSo FOR CRANE SAFETY,SEE SPECIAL PROVISIONSo FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONSo THE MATERIAL SHOWN IN THE CROSS—HATCHED AREA SHALL BE EXCAVATED FOR A DISTANCE OF 19a5 FToON EACH SIDE OF CENTERLINE BRIDGE AS DIRECTED BY THE ENGINEERoTHIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATIONo SEE SECTION 412 OF THE STANDARD SPECIFICATIONSo THE EXISTING THREE SPAN STRUCTURE WITH SPAN LENGTHS OF 15'-7", 15'-2", AND 15'-8" WITH 19 LINES OF 6x12 TIMBER JOISTS AT VARIOUS CENTERS WITH A REINFORCED CONCRETE DECK WITH A 25o4'OUT TO OUT DECK WIDTH ON TIMBER CAPS AND TIMBER PILES (ONE WITH CONCRETE COLLAR)SHALL BE REMOVEDoIN ADDITION,ANY PILES REMAINING FROM PREVIOUS BRIDGE CONSTRUCTION OR MAINTENANCE OPERATIONS SHALL BE REMOVED AND INCLUDED IN THE LUMP SUM PAY ITEM FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 14+78000 —L—" THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLEoSINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITEo REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATERoTHE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONSo THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 — EVALUATING SCOUR AT BRIDGESo" FOR INTERIOR BENT,ONLY PARTIAL GALVANIZING OF THE PILES IS REQUIREDaSEE INTERIOR BENT SHEET FOR REQUIRED GALVANIZED LENGTHSePAYMENT FOR PARTIALLY GALVANIZED PILES WILL BE MADE UNDER THE CONTRACT UNIT PRICE FOR GALVANIZED STEEL PILESo FOR EROSION CONTROL MEASURES SEE EROSION CONTROL PLANSe ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANSo FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL PROVISIONSD AT THE CONTRACTOR'S OPTION9PRESTRESSED CONCRETE END BENT AND BENT CAPS MAY BE SUBSTITUTED IN PLACE OF THE CAST—IN—PLACE CAPSeTHE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER TO RECEIVE REVISED PLANS AND DETAILS FROM THE STRUCTURES MANAGEMENT UNITe THE REDESIGN AND ANY MATERIALS NEEDED WILL BE AT NO EXTRA COST TO THE CONTRACTORo —DocuSigned by: �arn.l, ,�. 13av�c.v� ��sGY�nieE�7a6s�a, E . ,,��;�� CARp�"'"�, �` �,,�,ii�ii,ii,,, � '�. ``p .�"FESS/p .,y',. _ �� Q�o N9� �" 9 = _ = SEAL = = = = 12916 = _ _ =: :� = �%'� �'�,FM',INEE��`� �o`` ;,,qG '�-",,,,,,,,,,�� ; ,, ; � J• B P�t `,.,, 1/24/2017 ��"'''��,,,�, „��,,,,��,,,��. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �NTB HNTB NORTH CAROLINA, P.C. NC License No. C-1554 343 E. Six Forks Rd., Suite 200, Raleigh, N.C. 27609 DRAWN BY J. BAYNE DATE ��17 DWGe NOe 2 CHECKED BY P. BARBER DATE I/17 PROJECT NO. 17BPo2oRo67 BEAUFORT COUNTY STATION: 14+78000 -L- SHEET 2 OF 2 NO. 1 2 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH GENERAL DRAWING FOR BRIDGE ON SR 1507 OVER BEAVERDAM SWAMP BETWEEN SR 1522 AND NC HWY 32 REVISIONS BY DATE NO. 3 4 BY I DATE SHEET NO. S-2 TOTAL SHEETS 17 � � �OAD AND RESISTANCE FACTOR RATING C�RFD) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS STRENGTH I LIMIT STATE SERVICE III LIMIT STATE MOMENT SHEAR MOMENT z z z � � � � � � � � � � � � w o � z o r- o z o F- o z o �- o m o� � a �� o� � a �� c� c� � o -- � a � � � Z Z U X �--� � U U li O H p U U li O H p U U li O Z � HH a �._ a o �,_ a o �._ a o J H I..� � � � I..� J W p� � I..� J W p,�, � � I..� J w 0-H w � a � a cn m cn c� Z,� m cn c� Z,� a cn m cn c.� Z,� �- J F- O� �C7 II Q� H� C� � Zw.� H� C7 � Zw.� Q� H� C� � Z W.� Z W H �Z �� Z JO �O Z W a�Z �� H Z � Q�-Z wO �O H Z � a W H H (n W F- � H H Z � I- � 2 H Z Q Z I- Z � C.� (n U I- Q � (n � Q (n U t- Q � (n � Q � U (n C.� H Q � (n � Q � W W W� O O H a� O H Q H Q Q � H H �,,,�J � H Q Q � H H w� H Q H Q Q � H H �y,J � O J � �.� U J ��.� � J L.� � L.� � (/i C' � J(n � L.� � (n C.7 0 J(n J L.� 0 L.� � (n C' � J tn U HL-93(Inv) N/A 1 1.319 -- 1.75 0.278 1.76 40' EL 19.5 0.549 1.32 40' EL 1.95 0.80 0.278 1.55 40' EL 19.5 DESIGN HL-93(Opr) N/A -- 1.709 -- 1.35 0.278 2.28 40' EL 19.5 0.549 1.71 40' EL 1.95 N/A -- -- -- -- -- LOAD HS-20(Inv) 36.000 2 1.540 55.449 1.75 0.278 2e21 40' EL 19.5 0.549 1.54 40' EL 1.95 0.80 0.278 1.94 40' EL 19.5 RATING HS-20(Opr) 36.000 -- 1.997 71.878 1.35 0.278 2.86 40' EL 19.5 0.549 2 40' EL 1.95 N/A -- -- -- -- -- SNSH 13.500 -- 3.606 48.687 1.4 0.278 5.1 40' EL 19.5 0.549 4.13 40' EL 1.95 0.80 0.278 3.61 40' EL 19.5 SNGARBS2 20.000 -- 2.964 59.289 1.4 0.278 4.19 40' EL 15.6 0.549 3.07 40' EL 1.95 0.80 0.278 2.96 40' EL 19.5 SNAGRIS2 22.000 -- 2.906 63.929 1.4 0.278 4.09 40' EL 15.6 0.549 2.91 40' EL 1.95 0.80 0.278 2.92 40' EL 15.6 SNCOTTS3 27.250 -- 1.803 49.125 1.4 0.278 2.55 40' EL 19.5 0.549 2.07 40' EL 1.95 0.80 0.278 1.80 40' EL 19.5 > �' SNAGGRS4 34.925 -- 1.623 56.667 1.4 0.278 2.29 40' EL 19.5 0.549 1.82 40' EL 1.95 0.80 0.278 1.62 40' EL 19.5 SNS5A 35.550 -- 1.578 56.107 1.4 0.278 2.23 40' EL 19.5 0.549 1.9 40' EL 1.95 0.80 0.278 1.58 40' EL 19.5 SNS6A 39.950 -- 1.502 59.992 1.4 0.278 2.12 40' EL 19.5 0.549 1.77 40' EL 1.95 0.80 0.278 1.50 40' EL 19.5 LEGAL SNS7B 42.000 3 1.432 60.149 1.4 0.278 2.02 40' EL 19.5 0.549 1.81 40' EL 1.95 0.80 0.278 1.43 40' EL 19�5 LOAD TNAGRIT3 33.000 -- 1.848 60.976 1.4 0.278 2.61 40' EL 19.5 0.549 2.08 40' EL 1.95 0.80 0.278 1.85 40' EL 19.5 RATING TNT4A 33.075 -- 1.872 61.901 1.4 0.278 2.65 40' EL 19.5 0.549 1.98 40' EL 1.95 0.80 0.278 1.87 40' EL 19.5 TNT6A 41.600 -- 1.587 66.032 1.4 0.278 2.24 40' EL 19.5 0.549 1.94 40' EL 1.95 0.80 0.278 1.59 40' EL 19.5 N TNT7A 42.000 -- 1.627 68.354 1.4 0.278 2.3 40' EL 19.5 0.549 1.79 40' EL 1.95 0.80 0.278 1.63 40' EL 19.5 � �- TNT7B 42.000 -- 1.664 69.888 1.4 0.278 2.35 40' EL 19.5 0.549 1.72 40' EL 1.95 0.80 0.278 1.66 40' EL 19.5 TNAGRIT4 43.000 -- 1.619 69.61 1.4 0.278 2.28 40' EL 15.6 0.549 1.65 40' EL 1.95 0.80 0.278 1.62 40' EL 19.5 TNAGTSA 45.000 -- 1.498 67.412 1.4 0.278 2.12 40' EL 19.5 0.549 1.71 40' EL 1.95 0.80 0.278 1.50 40' EL 19.5 TNAGT5B 45.000 -- 1.455 65.486 1.4 0.278 2.06 40' EL 19.5 0.549 1.56 40' EL 1.95 0.80 0.278 1.46 40' EL 19.5 d d d LRFR SUMMARY FOR SPAN 'A' 06-DEC-2016 14:29 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey LOAD FACTORS� DESIGN LIMIT STATE Ypc Ypw LOAD STRENGTH I 1.25 1.50 RATING FACTORS SERVICE III 1.00 1.00 NOTESa MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND SERVICE III LIMIT STATES. ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS REClUIRED FOR DESIGN. COMMENTSa 1. 2. 3. 4. � CONTROLLING LOAD RATING � DESIGN LOAD RATING (HL-93) O2 DESIGN LOAD RATING (HS-20) � LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE GIRDER LOCATION I - INTERIOR GIRDER EL - EXTERIOR LEFT GIRDER ER - EXTERIOR RIGHT GIRDER ,,,,,,,,,,,,,►,.,,,. ,��.0�.�� CARp��.�,�. :� �' C`�� 9 ��'� c Q� : ' SEAL ' - = 212 71 = : : � : . • . . ,•�, �� %,�'��; •.,!�G�►��',��v �. �'�•C�RY � W, ��;o`°� �''••.,��u•••`• DocuSigned by: �� , 884E4688CE56466... 12/12/2016 PROJECT No. 17BPo2�R�67 BEAUFORT CouNTY STAT ION: 14 + 78�00 - L- STDo NOo 21LRFR1_90S_40L � � �OAD AND RESISTANCE FACTOR RATING C�RFD) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS STRENGTH I LIMIT STATE SERVICE III LIMIT STATE MOMENT SHEAR MOMENT z z z � � � � � � � � � � � � w o � z o r- o z o F- o z o �- o m o� � a �� o� � a �� c� c� � o -- � a � � � Z Z U X �--� � U U li O H p U U li O H p U U li O Z � HH a �._ a o �,_ a o �._ a o J H I..� � � � I..� J W p� � I..� J W p,�, � � I..� J w 0-H w � a � a cn m cn c� Z,� m cn c� Z,� a cn m cn c.� Z,� �- J F- O� �C7 II Q� H� C� � Zw.� H� C7 � Zw.� Q� H� C� � Z W.� Z W H �Z �� Z JO �O Z W a�Z �� H Z � Q�-Z wO �O H Z � a W H H (n W F- � H H Z � I- � 2 H Z Q Z I- Z � C.� (n U I- Q � (n � Q (n U t- Q � (n � Q � U (n C.� H Q � (n � Q � W W W� O O H a� O H Q H Q Q � H H �,,,�J � H Q Q � H H w� H Q H Q Q � H H �y,J � O J � �.� U J ��.� � J L.� � L.� � (/i C' � J(n � L.� � (n C.7 0 J(n J L.� 0 L.� � (n C' � J tn U HL-93(Inv) N/A 1 1.037 -- 1.75 0.283 1.83 30' EL 14.5 0.574 1.04 30' EL 1.45 0.80 0.283 1.58 30' EL 14.5 DESIGN HL-93(Opr) N/A -- 1.344 -- 1.35 0.283 2.38 30' EL 14.5 0.574 1.34 30' EL 1.45 N/A -- -- -- -- -- LOAD HS-20(Inv) 36.000 2 1.183 42.587 1.75 0.283 2.53 30' EL 11.6 0.574 1.18 30' EL 1.45 0.80 0.283 2.20 30' EL 11.6 RATING HS-20(Opr) 36.000 -- 1.533 55.205 1.35 0.283 3.28 30' EL 11.6 0.574 1.53 30' EL 1.45 N/A -- -- -- -- -- SNSH 13.500 -- 20895 39.081 1.4 0.283 5.18 30' EL 14.5 0.574 2.89 30' EL 1.45 0.80 0.283 3.56 30' EL 14.5 SNGARBS2 20.000 -- 2.240 44.792 1.4 0.283 4.53 30' EL 11.6 0.574 2.24 30' EL 1.45 0.80 0.283 3.15 30' EL 11.6 SNAGRIS2 22.000 -- 2.157 47.463 1.4 0.283 4.6 30' EL 11.6 0.574 2.16 30' EL 1.45 0.80 0.283 3.20 30' EL 11.6 SNCOTTS3 27.250 -- 1.462 39.849 1.4 0.283 2.6 30' EL 14.5 0.574 1.46 30' EL 1.45 0.80 0.283 1.79 30' EL 14.5 > �' SNAGGRS4 34.925 -- 1.346 46.999 1.4 0.283 2.5 30' EL 14.5 0.574 1.35 30' EL 1.45 0.80 0.283 1.72 30' EL 14.5 SNS5A 35.550 -- 1.427 50.733 1.4 0.283 2.42 30' EL 14.5 0.574 1.43 30' EL 1.45 0.80 0.283 1.67 30' EL 14.5 SNS6A 39.950 -- 1.341 53.59 1.4 0.283 2.29 30' EL 14.5 0.574 1.34 30' EL 1.45 0.80 0.283 1.58 30' EL 14.5 LEGAL SNS7B 42.000 -- 1.369 57.505 1.4 0.283 2.23 30' EL 14.5 0.574 1.37 30' EL 1.45 0.80 0.283 1.53 30' EL 14.5 LOAD TNAGRIT3 33.000 -- 1.593 52.58 1.4 0.283 2.97 30' EL 14.5 0.574 1.59 30' EL 1.45 0.80 0.283 2.04 30' EL 14.5 RATING TNT4A 33.075 -- 1.483 49.043 1.4 0.283 2.82 30' EL 14.5 0.574 1.48 30' EL 1.45 0.80 0.283 1.94 30' EL 14.5 TNT6A 41.600 -- 1.433 59.622 1.4 0.283 2.56 30' EL 14.5 0.574 1.43 30' EL 1.45 0.80 0.283 1.76 30' EL 14.5 N TNT7A 42.000 -- 1.363 57.264 1.4 0.283 2.64 30' EL 14.5 0.574 1.36 30' EL 1.45 0.80 0.283 1.82 30' EL 14.5 � �- TNT7B 42.000 -- 1.331 55.915 1.4 0.283 2.49 30' EL 14.5 0.574 1.33 30' EL 1.45 0.80 0.283 1.72 30' EL 14.5 TNAGRIT4 43.000 -- 1.287 55.356 1.4 0.283 2.58 30' EL 14.5 0.574 1.29 30' EL 1.45 0.80 0.283 1.78 30' EL 14.5 TNAGTSA 45.000 -- 1.381 62.151 1.4 0.283 2.5 30' EL 14.5 0.574 1.38 30' EL 1.45 0.80 0.283 1.72 30' EL 14.5 TNAGT5B 45.000 3 1.212 54.54 1.4 0.283 2.41 30' EL 11.6 0.574 1.21 30' EL 1.45 0.80 0.283 1.66 30' EL 11.6 � � 0 LRFR SUMMARY FOR SPAN 'B' 06-DEC-2016 14:29 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey LOAD FACTORS� DESIGN LIMIT STATE Ypc Ypw LOAD STRENGTH I 1.25 1.50 RATING FACTORS SERVICE III 1.00 1.00 NOTESa MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND SERVICE III LIMIT STATES. ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS REClUIRED FOR DESIGN. COMMENTSa 1. 2. 3. 4. � CONTROLLING LOAD RATING � DESIGN LOAD RATING (HL-93) O2 DESIGN LOAD RATING (HS-20) � LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE GIRDER LOCATION I - INTERIOR GIRDER EL - EXTERIOR LEFT GIRDER ER - EXTERIOR RIGHT GIRDER ,,,,,,,,,.,,,,,,,,,,,,, .�`'pQ��H •CAROI�'',. .-- �.. �Essio • yq --. : ; � �'•• 'o ° ' Q SEAL ° - = 212 71 = � i : : . • �=,�'��: F!�GiNE��` •;��,''.� : ,,��C�RY . W ; ��C, ��. '�•nnnn.•.•`` DocuSigned by: �� , l z � l z �4�Q6�$,CE56466... U U PROJECT No. 17BPo2�R�67 BEAUFORT CouNTY STAT ION: 14 + 78�00 - L- STDo NOo 21LRFR1_90S_30L � � 1" I1'-0" 15'-5" 33'-0" 30'-10" (CLEAR ROADWAY) VERTICAL CONCRETE BARRIER RAIL (TYP.) FOR DETAILS SEE "VERTICAL CONCRETE BARRIER RAIL SECTION" 2%4" Ca� � BRG. GRADE PT. ` 0.025 .. .. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . � i � i � i � i ♦ i � ♦ � i ♦ ♦ ♦ i � i � i ._. ._. ._. ._. ._. ._. ._. ._. ._. ._. ._. 15'-5" -L- — 73/8" c� � BRG. ASPHALT WEARING SURFACE (SEE ROADWAY PLANS) 0.025 , 1'-0"I 1" " �. . .��.��iiiiiiiii��. i i i i • • • • • • • • • • � � 0.6" QS L.R. TRANSVERSE � SHEAR KEYS TO BE FILLED WITH GROUT AFTER POST-TENSIONING STRAND ALL ERECTION HAS BEEN COMPLETED AND AFTER 3'-0" IN 2�/2"QS HOLE FINAL TENSIONING OF TRANSVERSE STRANDS 16'-6" 16'-6" 11 PRESTRESSED CONCRETE CORED SLAB UNITS = 33'-0" HALF SECTION AT INTERMEDIATE DIAPHRAGMS ASPHALT WEARING SURFACE HALF SECTION THROUGH VOIDS TYPICAL SECTION �-THE MAXIMUM BARRIER RAIL HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT OF THE BARRIER RAIL AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE BARRIER RAIL FOLLOWS THE PROFILE OF THE GUTTERLINE. FOR RAIL HEIGHT DETAILS AND ASPHALT THICKNESS SEE THE "VERTICAL CONCRETE BARRIER RAIL SECTION" DETAIL. FIXED END FIXED END FIXED END 2�/2" Q1 DOWEL HOLE ,----------------------------- � ,� � ,� , � � �------- -- � 12 �� , ;� 6�� VOIDS ' � �----- -- 1�-1��2�� ' � � SEE "BRIDGE -- — � ' . ' ------- -- .\ � � APPROACH SLAB" �� ' � � � SHEET FOR DETAILS �1----- -- ------, ``O , ; � 2 LAYERS OF 30 LB. � I v� ROOFING FELT TO � ' PREVENT BOND. j I , , ELASTOMERIC l�/2" QS BACKER ROD � _ � . - — - - � _ _ _I BEARING PAD � BEARING SEE "END BENT" & #6 DOWELS SHEETS FOR DETAILS SECTION AT END BENT �. 0.6" QS L.R. TRANSVERSE HOLE FOR POST-TENSIONING STRAND TRANSVERSE STRAND SHEATHED WITH A NON-CORROSIVE PIPE. -----• •-------- °°°I I 5�s"" X 5"" X 5"" � � � aoo ' � ' � oo � - - � ao �N 1 1 � o a � � � � o� ° STRAND VISE o ------� �----- - °� � � v � o0 �� ^o 00 � ad � a�oo D o,o°, , a o 4�� FILL RECESS B 4" B OUTSIDE FACE �' WITH GROUT 8 OF EXTERIOR i�q�� 5i�4--° ��4�. �� CORED SLAB ELEVATION VIEW SECTION B—B GROUTED RECESS AT END OF POST—TENSIONED STRAND OF CORED SLABS ASPHALT WEARING SURFACE � JT. 1�/2" JT. AT BENT I �-- 2�/2" Qs DOWEL HOLES GROUT ' � � ----, � � � 12��QJ r------- � � ' ' � ' VOIDS � � � 12" Ps � 6„ 6„ � � � � < � VOIDS � � � � � � ,� �, , � ---- � � � � �, � -------- ,� �, . �---- -- -- ----� � ELASTOMERIC , � � BEARING PAD � I °� 2"� BACKER ROD , , ELASTOMERIC � BEARING � �� — ' BEARING PAD . \ _I & #6 DOWELS — � � SEE "BENT" SHEETS FOR DETAILS SECTION AT BENT 3'-0" N #5 S1 � 2�/2" � sDOWEL HOLES #5 S1 N� #5 S1 J EN� EL.EVAT TON SHOWING PLACEMENT OF DOUBLE STIRRUPS AND LOCATION OF DOWEL HOLES. (STRAND LAYOUT NOT SHOWN.) INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB UNIT SIMILAR EXCEPT SHEAR KEY LOCATION. 06-DEC-2016 14:30 S:\DPG1\Division2�176P.2.R.67_BeQufort BR11�Structure�Final_Plans�l7BP.2.R.67_SMU_CS.dgn gdickey CONST. JT. (TYP.) �q „B„ 3" 3'-0" 1'-6" 1'-6" 10" 1'-4" 10" 11" 4" 4" 11" 3" .—. � I 12" Qs VOIDS � I " ♦ �� i� r� . v V aJ .. „ „ .� 3 7 7 3 2 SPA. 4 SPA. 2 SPA. C� 2" CTS. C� 2" CTS. C� 2" CTS. INTERIOR SLAB SECTION c 30' UNIT) (9 STRANDS REQUIRED) 3'-0" 1'-6" 1'-6" 10" 1'-4" 10" 3" . 11" .4"� 4". 11" 3" #4 .,B„ \ , o o� ,� — �N o #4 S2' � � 12" Q1 VOIDS � �I " —+ I I •• + ♦ + ♦ ♦ �•:�.:�:�.�:i��+�.= „ „ „ • , cv I 3 7 7 3 2 SPA. 4 SPA. 2 SPA. C� 2" CTS. C� 2" CTS. C� 2" CTS. INTERIOR SLAB SECTION cqo' UNIT) (13 STRANDS RE�UIRED) � �4 „ SHEAR KEY DETAIL NOTE:OMIT SHEAR KEY ON OUTSIDE FACE OF EXTERIOR CORED SLABS. 10" 3'-0" 1'-4" 10" #5 S3 r ., � � �� , � :�:� Y .' — -�- e--� \ .,'. o #4 S2 .. '--' :�.'.'� � 12" Q� VOIDS � N 3" 3" EXT� SLAB SECT ION (FOR PRESTRESSED STRAND LAYOUT,SEE INTERIOR SLAB SECTION.) Q BOND SHALL BE BROKEN ON THESE STRANDS FOR A DISTANCE OF 2'-0"FROM END OF CORED SLAB UNIT. SEE STANDARD SPECIFICATIONS,ARTICLE 1078-7. Q OPTIONAL FULL LENGTH DEBONDED STRANDS. THESE STRANDS ARE NOT RECIUIRED. IF THE FABRICATOR CHOOSES TO INCLUDE THESE STRANDS IN THE CORED SLAB UNIT,THE STRANDS SHALL BE DEBONDED FOR THE FULL LENGTH OF THE UNIT AT NO ADDITIONAL COST. SEE STANDARD SPECIFICATIONS,ARTICLE 1078-7. ��.��,,,,�� ,o��H CARp��,y''. �,, ? �Q��S/(�� 4 ,,��: ' ' Q SEAL � . - = 212 71 = 3 : � : • ' . . ;c�� •..:�iN�� •��...'' °'�..C�RY � W, �,Lo`'o .,.,,,,,,,,. DocuSigned by: �� , 884E4688CE564B6_. 12/12/2016 DEBON� I NG L.EGEND PERMITTED THREADED INSERT CAST IN OUTSIDE FACE OF EXTERIOR UNIT AND RECESSED 3/8". SIZE TO BE DETERMINED BY CONTRACTOR.� •v • • . . G . . . ,• . D' � _ , o : : ,�. o. ,.o . . a • .� ° • ° . ' ' • v. ' ' . . . ' ° �. . o ,•_ o , . . . • , .. a • . . • . v . •. '�. . d � , � D . . �' . . . . • • .• ' ' o ' , �• v • ° � • � � ° . a. . , . ••, ' o . "o � ' v D • . O THREADED INSERT DETAIL PROJECT No. 17BPo2�Ro67 BEAUFORT CouNTY STATION+ 1 q+ 78�00 — �— SHEET 1 OF 4 STDa NOa 21" PCS2_33_90S � � 0 � �n � � N H H Z � m Q J N 0 w � 0 U W H W � U Z 0 U 0 W N N W � H N W � � � .--� � Q � 0 a 0 � � Q W J U O .--� i 0 M #5 S3 & #5 S4 #5 S3 & �� .o �T � SEE DETAIL "A" (TYP.) 1�1_3iC D17 TAI 20'-0" 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey SEE GROUTED � PL AN OF UN I T 20'-0" 1(1_ttC D11 TAI #5 S3 & #5 S4 1'-0"_,_ 7-#4 S2 PAIRS Ca� 9" CTS. #4 S2 PAIRS C� 1'-0" CTS. 6" � � 2 i�2 -� � DOWEL HOLES \ 1„CL. �� .. ,.� - --=- --- ---- - .' � ;' �J .' I � � ;� , Y o ti 2-#5 S1 �---- --- ---- - , , . � :� � -- - --- ---- - � � + � � � L — - — — — — — — — — — 00 � �`� �• _• 1• � 90 ° -00'-00" #5 S3 & #5 S4 2�/2" � 8-#5 S3 C� 6" CTS. r� 3'-0" I �� VOIDS 9�/2"��#5 S3 C� 1'-0" CTS. DETAIL "A" (TYPICAL EACH END OF UNIT) NOTE:EXTERIOR UNIT SHOWN - INTERIOR UNIT SIMILAR EXCEPT OMIT #5 S3 BARS. ��v��►v,,�. ,��.0�.�� CARp��.�,�. :� �' C`�� 9 ��'� c Q� : ' SEAL ' - = 212 71 = : : � : . • . ' • �'` •' %,�'��; •.,!�G�►��',��v �. �'�•C�RY � W, ��;o`°� �''••.,��u••�`• DocuSigned by: �� , 884E46B8CE56466... 12/12/2016 PROJECT No. 17BP�2�Ro67 BEAUF OR T CouNTY STAT ION: 1 q+ 78�00 - L- SHEET 2 OF 4 STDa NOo 21" PCS_33_90S_40L � � 0 � � M �� H z � m a J N 0 w � 0 U w H W � U Z O U 0 W N N W � H � w � � � #5 S3 & — #5 S4 0 � � � � a 0 Q 0 � � a w J U O i O M �� ❑ • • . . • 3'-0" � (TYP.) • � -L- • • • • • #5 S3 & #5 S4 .o �t I � SEE DETAIL "A" (TYP.) • • • ❑ 15'-0" 15'-0" 10-#5 B9 IN SEE GROUTED RECESS DETAILS VERTICAL CONCRETE (TYP.) BARRIER RAIL ,' . � . . � �, , � �� '� GUTTERLINE II II I�I II II II �� ,� �� I� � �� 12" QJ VOIDS �'� „ (TYP. EA. SLAB UNIT) ;� (TYP.)�; q�� ; (TYP.) � �� ---------------- - ---��----------------------� �----------------------��I;�----------------------� �---------------- -----��i,�----------------------� �----------------------I��I----------------------� �� ,I� �� ,h ili � i� i�i � , ,�� \��#q S2 / #4 B2 (TYP.) �10-#5 B9 IN VERTICAL CONCRETE BARRIER RAIL ip �li i i� i�i i� ,I� � �� i� � � �� ;�; � 0.6" QS L.R. TRANSVERSE �� POST-iENSIONING STRAND ,�� IN 2/2 Q1 HOLE (TYP.) � �, � �i, �I� � �, �� , �i� �, � GUTTERLINE �i, 1'-0" � 32-#4 S2 PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYP. EA. UNIT) 2�/2" 39-#5 S3 (SPACED AS SHOWN IN DETAIL "A") (TYP. EA. EXT. UNIT) 39-#5 S4 (SPACED TO MATCH S3 IN VERTICAL CONCRETE BARRIER RAIL) 30'-0" 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey PL AN OF UN I T #4 S2 . #5 S3 & #5 S4 � • • • . • 3'-0" (TYP.) � • • • • • • • • • 90 ° -00'-00" #5 S3 & #5 S4 1'-0" 2��2„ 1'-0"_,_ 7—#4 S2 PAIRS (a� 9" CTS. #4 S2 PAIRS C� 1'-0" CTS. 6" � � 2 i�2 -� � DOWEL HOLES \ 1„CL. � :{ . . . . :. - --=- --- ---- -- .� � �.� � ' < . ' -�,/ .� � o ti 2-#5 S1 �---- --- ---- -- � ' -- - --- ---- � M � � � � + � . � � L — - — — — — — — — — — — � � � . `- _ ' �� 2�/2" � 8-#5 S3 C� 6" CTS. r� 3'-0" I 12" � VOIDS #5 S3 C� 1'-0" CTS. 3 �/2„ DETAIL "A" (TYPICAL EACH END OF UNIT) NOTE:EXTERIOR UNIT SHOWN - INTERIOR UNIT SIMILAR EXCEPT OMIT #5 S3 BARS. OO�� CAI?O ��i :°�°�c�Es�� y9��-, � � Q� ��'' ,�= ' SEAL ' - = 212 71 = : : � : . • . ' •�'� : %,�'��; •.,!�G�►��',��v �. �'�•C�RY � W, ��;o`°� �''••.,��u•••`• DocuSigned by: �� , 884E4688CE564B6... 12/12/2016 PROJECT No.17BP�2�Ro67 BEAUF OR T CouNTY STAT InN: 1 q+ 78�00 - L- SHEET 3 OF 4 STDa NOo 21" PCS_33_90S_30L + � � � BEARING PAD 8„ q„ � � N � 4---� , �EAD LOAD DEFLECTION AND CAMBER � 1" QS HOLES BEARING PAD - TYPE I - � � FIXED END ( TYPE I- 44 RE�' D) ELASTOMERIC BEARING DETAILS ELASTOMER IN ALL BEARINGS SHALL BE 50 DUROMETER HARDNESS. 3'-0" x 1'-9" 30' CORED SLAB UNIT 0.6" Q1 L.R. STRAND CAMBER ( SLAB ALONE IN PLACE ) �/q" � DEFLECTION DUE TO � ,�8„ + SUPERIMPOSED DEAD LOAD FINAL CAMBER �/8" � �lel� INCLUDES FUTURE WEARING SURFACE CORED SLABS REQUIRED NUMBER LENGTHTOTAL LENGTH 40' UNIT EXTERIOR C.S. 2 40'-0" 80'-0" INTERIOR C.S. 9 40'-0" 360'-0" TOTAL 11 440'-0" DEAD LOAD DEFLECTION AND CAMBER 3'-0" x 1'-9" 40' CORED SLAB UNIT 0.6" Qs L.R. STRAND CAMBER ( SLAB ALONE IN PLACE ) 7/a" � DEFLECTION DUE TO � i�8„ + SUPERIMPOSED DEAD LOAD FINAL CAMBER %4" � �lel� INCLUDES FUTURE WEARING SURFACE z a � � 0 H � @ ~w J J Q m = Q �� a� w= z� H H J w �_ w � J � H �a c� � w °� wN �N `� w N Z W Y H C.� � H a= >� 1'-0" 1" 10" 2" �L. MINa II . . CONST. JT. � VERTICAL 1" #5 S4 2„ (TYP.) � � i —#5 S3 �n � � 2 S/� 3 3/8„ 1" � � J W Q H U � H Q f- > � w � � H 0 BILL OF RATERIAL FORTONE 30' CO ED SL B UN I EXTERIOR UNIT INTERIOR UNIT BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGHT B2 2 #4 STR 29,_8„ 40 29,_8„ 40 S1 8 #5 3 4'-3" 35 4'-3" 35 S2 64 #4 3 5,_4„ 228 5,_4„ 228 � S3 39 #5 1 5'-7" 227 REINFORCING STEEL LBS. 303 303 � EPDXY COATED REINFORCING STEEL LBS. 227 5000 P.S.I. CONCRETE CU. YDS. 4.4 4.4 0.6" Qs L.R. STRANDS No. 9 9 BILL OF MATERIAL FOR ONE 40' CORED SLAB UNI T EXTERIOR UNIT INTERIOR UNIT BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGHT B4 4 #4 STR 20'-9" 55 20'-9" 55 S1 8 #5 3 4'-3" 35 4'-3" 35 S2 84 #4 3 5,_4„ 299 5,_4„ 299 � S3 48 #5 1 5,_7„ 280 REINFORCING STEEL LBS. 389 389 � EPDXY COATED REINFORCING STEEL LBS. 280 5000 P.S.I. CONCRETE CU. YDS. 5.8 5.8 0.6" QS L.R. STRANDS No. 13 13 SECTION T—T SECTION S—S AT OPEN JOINT AT BENT AT DAM IN OPEN JOINT (THIS IS TO BE USED WHERE (THIS IS TO BE USED ONLY FOAM JOINT IS NOT USED) WHEN SLIP FORM IS USED) ��/2" EXP. JT. MAT'L HELD IN PLACE WITH GALVANIZED NAILS. (NOTE: OMIT EXP. JT. MAT'L. WHEN SLIP FORM IS USED) � OPEN JT. IN T � S RAIL C� BENT �., #5 S3 (SEE "PLAN OF UNIT"FOR SPACING) CHAMFERII _'/a" %a" II CHAMFER CHAMFER CONST. JT: 3/4 „ „ HAMFER ''-. T ''-. S ELEVATION AT EXPANSION JOINTS CONCRETE BARRIER RAI� SECTION FIELC #5 06-DEC-2016 14:30 S:\DPG1�Division2�176P.2.R.67_BeQufort BR11\Structure\Final_Plans�l7BP.2.R.67_SMU_CS.dgn gdickey CORED SLABS REQUIRED NUMBER LENGTHTOTAL LENGTH 30' UNIT EXTERIOR C.S. 2 30'-0" 60'-0" INTERIOR C.S. 9 30'-0" 270'-0" TOTAL 11 330'-0" BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL BAR BARS PER PAIR OF EXTERIOR UNITS TOTAL N0. SIZE TYPE LENGTH WEIGHT 30' UNIT � B9 20 20 #5 STR 29'-7" 617 � S4 78 78 #5 2 7,_2„ 583 � EPDXY COATED REINFORCING STEEL LBS. 1200 CL/"�SS /"�� CONCRETE CUsYDSs �a� TOTAL VERTICAL CONCRETE BARRIER RAIL LN.FT. 60.25 BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL BAR BARS PER PAIR OF EXTERIOR UNITS TOTAL N0. SIZE TYPE LENGTH WEIGHT 40' UNIT � B11 40 40 #5 STR 19'-7" 817 � S4 96 96 #5 2 7,_2„ 718 � EPDXY COATED REINFORCING STEEL LBS. 1535 CLASS AA CONCRETE CU.YDS. 10.2 TOTAL VERTICAL CONCRETE BARRIER RAIL LN.FT. 80.25 1'-0" 1" 10" 1" END VIEW END 2,_�„ 4-#5 S3 6" & S 4 C� FIELD BEND 6"CTS. "B" BARS I FIELD CUT � � OF FIELD CUT #5 S4 RAIL 4-#5 S3 & S 4 C� 6" CTS. CONST. JT. SIDE VIEW DETAILS #5 S3 & S4 #5 S4 #5 S3 (TYP.) NOTES ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING RECIUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PRESTRESSED CONCRETE CORED SLABS. RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDS. THE 2�/2"� DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE FILLED WITH NON-SHRINK GROUT. THE BACKER RODS SHALL CONFORM TO THE REDUIREMENTS OF TYPE M BOND BREAKER.SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS. WHEN CORED SLABS ARE CAST.AN INTERNAL HOLD-DOWN SYSTEM SHALL BE EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYS.AT LEAST SIX WEEKS PRIOR TO CASTING CORED SLABS,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND COMMENT,DETAILED DRAWINGS OF THE PROPOSED HOLD-DOWN SYSTEM. IN ADDITION TO STRUCTURAL DETAILS, LOCATION AND SPACING OF THE HOLD-DOWNS SHALL BE INDICATED. ALL REINFORCING STEEL IN THE VERTICAL CONCRETE BARRIER RAIL SHALL BE EPDXY COATED. PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT ENDS. APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS. GROOVED CONTRACTION JOINTS,�/2" IN DEPTH,SHALL BE TOOLED IN ALL EXPOSED FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE 825-10(B)OF THE STANDARD SPECIFICATIONS.A CONTRACTION JOINT SHALL BE LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS RE�UIRED AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH. FLAME CUTTING OF THE TRANSVERSE POST-TENSIONING STRAND IS NOT ALLOWED. THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN THE RECIUIRED STRENGTH SHOWN IN THE "CONCRETE RELEASE STRENGTH" TABLE. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK DURING CONSTRUCTION. THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SIZED BY THE CONTRACTOR,SPACED AT 4'-0"CENTERS AND GALVANIZED IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS. STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATE. THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK. THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN THE PRICE BID FOR THE PRECAST UNITS. GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT ASPHALT OVERLAY THICKNESS RAIL HEIGHT (� MID-SPAN (� MID-SPAN 30' UNITS 25/s"" 3"-85/8„ 40' UNITS 2" 3'-8" CONCRETE RELEASE STRENGTH UNIT PSI 30' UNITS 4000 40' UNITS 4000 GRADE 270 STRAN�S 0.6" Q� L.R. AREA ( SQUARE INCHES ) 0.217 ULTIMATE STRENGTH 58,600 ( LBS. PER STRAND ) APPLIED PRESTRESS 43,g50 ( LBS. PER STRAND ) o`°�t�'�ARO ��'''. :°�°�c�Es�� y9��-, � � Q� ��' ,,= ' SEAL ' - = 212 71 = . . : ; : • • . ' •�'� : '-.,�'��; •..!�G�►��',��c, �. ,��C�R....... o�L��. �'''••• ��W�.••`° DocuSigned by: ,�� , 884E4688CE56466... 12/12/2016 PROJECT No. 17BPo2�R�67 BEAUF OR T CouNTY STATION: 14 + 78�00 - L - SHEET 4 OF 4 STDe NOo 21" PCS3_33_90S GUARDRAIL CHOR ASSEI � 1%16" Qs HOLES ( + �/q" HOLD-DOW � 11" 4„ 4„ PLAN � r � � '/4" HOLD-DOWN � GUARDRA ANCHOR ASS � � � E FnR i nreTTnN nF r,i ieRnReTi eNrNnR SECTION E—E �LT GUARDRAIL ANCHOR ASSEMBLY DETAILS ELEVATION END OF SLAB C� END BENT PLAN LOCATION OF ANCHORS FOR GUARDRAIL 06-DEC-2016 14:30 S:\DPG1\Division2\176P.2.R.67_Beoufort BRII\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey END BENT #1 SHOWN, END BENT #2 SIMILAR. NOTES THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A�/4" HOLD DOWN PLATE AND 7- 7/8" Q1 BOLTS WITH NUTS AND WASHERS. THE HOLD-DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36.AFTER FABRICATION,THE HOLD-DOWN PLATE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111. BOLTS SHALL CONFORM TO THE RE�UIREMENTS OF ASTM A307 AND NUTS SHALL CONFORM TO THE RE�UIREMENTS OF AASHTO M291. BOLTS,NUTS AND WASHERS SHALL BE GALVANIZED. (AT THE CONTRACTOR'S OPTION,STAINLESS STEEL BOLTS,NUTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 7/8" QS GALVANIZED BOLTS, NUTS AND WASHERS.THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307eTHE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEER.) THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL.FOR POINTS OF ATTACHMENT,SEE SKETCH. AFTER INSTALLATION,THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A SHARP POINTED TOOL. THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR VERTICAL CONCRETE BARRIER RAIL. THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE VERTICAL CONCRETE BARRIER RAIL TO CLEAR ASSEMBLY BOLTS. THE 1�/4" Q� HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. END OF SLAB C� END BENT 1 END OF SLAB Ca END BENT 2 SKE T CH SHOW I NG POINTS OF ATTACHMENT � DENOTES GUARDRAIL ANCHOR ASSEMBLY ��.��,,,, ,��.•o��H CARp��y,�� :, �• v��o�.'4 ,,,G '��SEAL " : : - 2�27� = . . : ; : • • • . • =,�'��: •..;6G�NE�� •;��,''••,' °'�..C�RY � W, �,Lo`'o •vn��u•• DocuSigned by: �� , 884E4688CE56466... 12/12/2016 PROJECT No. 17BPo2oR�67 BEAUFORT CouNTY STAT ION� 14 + 78000 -L - STDo NOo GRA3 + � POUR #2 UPPER PAf OF WING`. POUR #1 CAP, LOWEF PART OF WIN( CONCRETE COL � : M � i � O� � -L- 39'-0" PLAN W2 1,-0„ � ELEVAT ION WINGS NOT SHOWN FOR CLARITY. FOR SECTION A-A,SEE SHEET 4 OF 4. CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL".SHEET 4 OF 4. 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey _. 38.54 OF WING LEVEL) L. 36.04 � � � EL. 33.54 rTOM oF caP & WING �4 S1 & #4 S2 TYP. EACH END) ��..��,,,� ,��..o�.�H CARp��.�,,. :�,, �� q ,,�' ��Q� = ' SEAL ' - = 212 71 = : : � : . • %,�'��; F!�G�NE�� •;��v''.� : ,,� C� .•• ��C,��. ,��''•�n�mn•�`�,• DocuSigned by: �� , lz / 1�8�L4U 1�EseaBs . NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS. THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED AFTER THE VERTICAL CONCRETE BARRIER RAIL IS CAST IF SLIP FORMING IS USED. FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4. FOR WING DETAILS,SEE SHEET 3 OF 4. PROJECT No. 17BP�2�Ro67 BEAUFORT CouNTY STATION: SHEET 1 OF 4 14 + 78000 -L - STDo NOo EB_33_90S � � POUR #2 UPPER PAf OF WING`. POUR #1 CAP, LOWEF PART OF WIN( CONCRETE COL � PLAN 1'-0" � W1 ELEVAT ION WINGS NOT SHOWN FOR CLARITY. FOR SECTION A-A,SEE SHEET 4 OF 4. CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL".SHEET 4 OF 4. 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey _. 38.34 OF WING LEVEL) L. 35.84 � � � EL. 33.34 rTOM oF caP & WING �4 S1 & #4 S2 TYP. EACH END) ��..��,,,� ,��..o�.�H CARp��.�,,. :�,, �� q ,,�' ��Q� = ' SEAL ' - = 212 71 = : : � : . • %,�'��; F!�G�NE�� •;��v''.� : ,,� C� .•• ��C,��. ,��''•�n�mn•�`�,• DocuSigned by: �� , 884E4668CE564B6... 12/12/2016 NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS. THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED AFTER THE VERTICAL CONCRETE BARRIER RAIL IS CAST IF SLIP FORMING IS USED. FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4. FOR WING DETAILS,SEE SHEET 3 OF 4. PROJECT No. 17BP�2�Ro67 BEAUFORT CouNTY STATION: SHEET 2 OF 4 14 + 78000 -L - STDo NOo EB_33_90S + Q � � 2,_9„ #4 K1 (EA. 1,_9„ 7,_6„ PL AN OF W I NG (W1 X #d \/1 R�RC fFA F�f Fl �„ 0 � � (LEVEL) X ELEVATION OF WING (W1 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey 2,_9„ � -�„ 7, _ 6„ PL AN OF W I NG (W2 Y #a vi RARC r�n �nr�� 1,_9„ WING DETAI�S (LEVEL) Y ELEVAT ION OF WING (W2 (EA. FACE) ��v��►v,,�. ,��.0�.�� CARp��.�,,. :� �' C`�� 9 ��'� : Q� : = SEAL : = 212 71 = : : � : . • . ' • �'` •' %,�'��; •.,!�G�►��',��v �. �'�•C�RY � W, ��;o`°� �--...,,,,,,,,,..,. DocuSigned by: �� , 1z�1z��O1�E564B6... � 1'-0" � I 2" CL. �� 2" CL. #4 V1 =ILL FACE ONST. JT. 3" HIGH B.B. SECT ION X—X 1'-0" 2" CL. 2" CL. #4 v� ONST. JT. J n1Vn D.D. SECT ION Y—Y PROJECT No. 17BPo2�Ro67 BEAUFORT CouNTY STAT ION: 14 + 78�00 - L- SHEET 3 OF 4 STDo NOo EB_33_90S � � MINIMUM OF 3- ONE CUBIC FOOT BAGS OF �78M STONE. BAGS SHALL BE OF POROUS FABRIC,SECURELY TIED. 6" ( MIN.) PIPE FOR DRAINAGE 6" ( MIN.) PIPE FOR DRAINAGE GRADE TO DRAIN GRApE TO DRAIN TOE OF SLOPE TOE OF SLOPE BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE,CORRUGATED STEEL,CORRUGATED ALUMINUM ALLOY,OR CORRUGATED PLASTIC. PERFORATED PIPE WILL NOT BE ALLOWED. BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER- MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMS. TEMPORARY DRAINAGE AT EN� BENT 1 ,.---. .---. / , .� ,• . � . • `. . . ; � �; ; � �; — ; —�—�— — ;— � ;— . • . � . • ' � —�— I�� I � PILES & �• �� `•__.-'� CONCRETE COLLARS ��•._.•'� ASSEMBLED BY : G. KOUCHEKI DATE : 9/2016 CHECKED BY : P. BRYANT DATE : 11/2016 DRAWN BY : DGE 12/09 REV. II/14 MAA/TMG CHECKED BY : MKT 0�/�0 2'-0" QJ CONCRETE COLLAR (TYP. EACH PILE) PLAN Q � FILL FACE BACK GOUGE DETAIL A � � �PILE HORIZONTAL PILE VERTICAL o OR VERTICAL 00 x o �„ Tp �/s"" 60° +10 � o � _p � ` � ♦ � 0 BACK GOUGE DETAIL B ♦ ♦ . , � �„ Tp �/s"" � DETAIL A � � � 0 p DETAIL B POSITION OF PILE DURING WELDING. PI�E SP� ICE �ETAI�S � CONCRETE � COLLAR � � HP 12 X 53 STEEL PILE ELEVATION BOTTOM OF CAP CORROSION PROTECTION FOR STEEL PILES �ETAIL (END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION) � � CORED SLAB UNIT 2, _ 6„ � BEARING � ti � : -� 1"X 8"X ; ELASTOMERI PAD (TYPE ] DETAIL "A" (END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION) 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey FILL FACE 4-#9 B1 #4 B2 (EA. FACE) #4 B3 #4 S1 #4 B2 (EA. FACE) 2-#9 B1 2" CL. (TYP.) � BAR TYPES HKs O HKa _ _ O 1' 3" 38'-6" 1' 3" � 7, _ 2„ � v � � N Y _ 2,_5„ 4��2„ 2, _ 5„ q i�2„ HK. ( HK. � O " �" LAP BILL OF M ATERIAL FOR ONE EN� BENT BAR NOe SIZE TYPE LENGTH WEIGHT B1 8 #9 1 41'-0" 1115 B2 16 #4 STR 20'-7" 220 B3 10 #4 STR 2'-5" 16 D1 22 #6 STR 1'-6" 50 H1 24 #4 2 7'-10" 126 K1 12 #4 STR 2'-11" 23 S1 50 #4 3 7'-5" 248 S2 50 #4 4 3'-2" 106 S3 14 #4 5 6'-6" 61 V1 48 #4 STR 4'-8" 150 REINFORCING STEEL (FOR ONE END BENT) CLASS A CONCRETE BREAKDOWN (FOR ONE END BENT) POUR #1 CAP,LOWER PART OF WINGS & COLLARS POUR #2 UPPER PART OF ALL BAR DIMENSIONS ARE OUT TO OUT. WINGS END BENT No.l END BENT No.2 HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES N0: 7 LIN. FT.= 525 N0: 7 LIN. FT.= 490 TOTAL CLASS A CONCRETE PILE REDRIVES 4 EACH PILE REDRIVES 4 EACH 1.-�•, 11„ 1�„ 1,_7i�2„ I 2" CL. � � : , ,-----� �• • • •�— , , � II II � � #6 D1 DOWEL #4 S2 0, I : � HP 12 X 53 I STEEL PILE 1,_4��2„ 1,_4��2„ 2,_g„ 4-#4 B2 C� 4" CTS. OVER PILES #4 S3 o� — ` � O `M .� . , . � . � � � � 2-#9 B1 3" HIGH B.B. SECT ION A-A (CONCRETE COLLAR NOT SHOWN FOR CLARITY. SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL.") 2115 LBS. 12.4 C.Y. 1.8 C.Y. 14.2 C.Y. � PROJECT No. 17BPo2�R�67 � N BEAUFORT COuNTY STAT ION: 14 + 78�00 - L- SHEET 4 OF 4 ��,.,. �`°��H • C AROI�,y'�. � �,, ? ��? ��' � ,,��: = :Q = - SEAL ' - - 212 71 ° : : : - . . . ; : • • • • � :�,,� . .,��,�;C ,�,Gi �G�,,�� . RY�W.O . �''•�•,��``� DocuSigned by: �� , 884E4688CE564B6... 12/12/2016 DOCUMENT NOT CONSIDERED "o FINAL UNLESS ALL �I SIGNATURES COMPLETED 5 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH SUBSTRUCTURE END BENT Noo 1& 2 DETAILS REVISIONS SHEET N0. BY: DATE: N0. BY: DATE: S-13 � TOTAL SHEETS L� 17 STDo NOo EB_33_90S + � BENT CONTROL LINE & � PILES TO E BOTT( EL (Tl (�HLVHIV1LtU J I ttL I'"1LtJ O O O O O O O O 17,_9„ 2'-6"X 8"X 1" ELASTOMERIC BEARING PAD (TYPE I) (TYP.) -L- 9�/�„ 1'-7" 1'-5" (TYP.) (TYPJ -- _ - �-_ - -�- _ • � -_ - • � _ � - - -- � - - W.P.#2 35'-6" PL AN 1 9 �/�„ 90 ° -00'-00" ,- ., , , . , . _ �, ` _ , �_ , , � , � , , -- - ,- - - , , , , -- - - � �-- , , , , , . , , , . , , _ ,, 17'-9" - �- _ • � _ - ; - - - - - - - �- - a ♦ _ - SEE DETAIL "A" SPAN B SPAN A E�EVAT ION FOR SECTION A-A,SEE SHEET 2 OF 2 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey TOP OF CAP EL. 35.93 z H � BOTTOM OF CAP EL. 33.43 NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS. �k INVERT ALTERNATE STIRRUPS. GALVANIZE THE TOP OF EACH INTERIOR BENT PILE A MINIMUM OF 30 FEET.GALVANIZE IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS. � BEARING & DOWELS � CORED SLAB UNIT� 2, 16„ (TYP.) I 1,_7„ (TYP.) 9 �/2„ 9 i�2„ (TYP.) . (TYP.) ' � � �� \, ^ W - BENT CONTROL LINE t-f i- --�- --rt�- ,� � � �� 2,_6„ X$„ X 1„ � I � ELASTOMERIC BEARING #6 D1 DOWELS PAD (TYPE I) (TYP.) TO PROJECT 9" ABOVE CAP (TYP.) DETAIL "A" (DIMENSIONS ARE TYPICAL EACH BEARING) ,,��vuwn►ri��i ,��.0�.�� CARp��.�,�. :� �' C`�� 9 ��'� c Q� : ' SEAL ' - = 212 71 = :: _: . .. . .•�, �.` %,�'��; •.,!�G�►��',��v �. �'�•C�RY � W, ��;o`°� �''••v��u•••`• DocuSigned by: �� , 1z�118�4F 1C�E56466... U (� PROJECT No. 17BP�2�R�67 BEAUFORT CouNTY STAT ION: 14 + 78000 -L - SHEET 1 OF 2 STDo NOo 14"HP_BT_33_90S_<60' � � 06-DEC-2016 14:30 T n S:\OPG1\Division2\176P,2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn S I D o N 0 0 1`i �� H P_ B T_ 3 3_ 9 0 S_< 6 0� gdickey � � SHOULDER LINE SHOULDER LINE � BRIDGE AND ROADWAY SHOULDER LINE 1'-0" MIN. EARTH BER NORMAL TO CAP EL. 36.60 � � � C � � rri \ :ti � A ti O � g ,A,1 �/2: 1 C FRONT SI nPF I TNF H I � , EL. 35.04 H � ,I - I ; � 1' 0" MIN. EARTH BERM i� � ORMAL TO CAP � C 1'-7" MIN. BERM NORMAL TO CAP EL. 35.04 C� E.BT�1 EL. 34.84 Ca� E.BT#2 � SLOPE 1 �/2 :1 � . C GEOTEXTILE SECTION H—H END BENT 1 GROUND LINE �O Z � H �n � v� RIP RAP DETAILS 1'-7" MIN. BERM NORMAL TO CAP � ' EL. 35.04 C� E.BT#1 :� �----, � � EL. 34.84 C� E.BT#2 � � -' SLOPE 1 �/� : 1 � '-' - � � � ��I 2 0 1'-0" MIN. EARTH BERM ; NORMAL TO CAP � �� GEOTEXTILE � SECTION BERM RIP RAPPED 06-DEC-2016 14:30 S:�DPG1\Division2\176P.2.R.67_Beaufort BR11\Structure\Final_Plons\176P.2.R.67_SMU_CS.dgn gdickey EL. 34.85 �� 9; I O 1 �/2: 1 � _ � I' . 1' 0" MIN. EARTH BERM � NORMAL TOI CAP �, E� � GROUND LINE . �o z � H M � i� C � w '� EL.36.60 � � � FRONT SLOPE LINE , END BENT 2 ��m�...., � C � � � SHOULDER LINE HOULDER LINE ESTIMATED QUANTITIES BRIDGE Ca� RIP RAP GEOTEXTILE STA.14+78.00 -L- CLASS II FOR DRAINAGE (2'-0" THICK) TONS SCIUARE YARDS END BENT 1 60 65 END BENT 2 75 85 SECTION C—C ;ROUND LINE o`'��.�H � � A1�0 ��'O ��'�FSS/� `,y'4��.� - � Q� ��'' ��= ' SEAL ' - = 212 71 = 3 : � : - ' : . :,�'��: F'�;G►nrE�� •;��,''..,' ,��c�R ��W�.�°°�,,• DocuSigned by: �� , 884E4688CE564B6... 12/12/2016 PROJECT No. 17BPo2�R�67 BEAUFORT CouNTY STAT ION: 14 + 78000 - L- STD� NOe RR1 + � N i N M � a � 0 a 0 � � a W J U 0 � 0 M �n � �n � m m J Q N J N I..� O � o � a o o '-' � ~ ,� o , m N" ~ N �� U @ `° .� @ m � N � � v � � � v lD PROPOSED ASPHALT PAVEMENT 6"_ : � ,:�:1�[�1� 1'-3" 1' - 3" BEGIN APPROACH SLAB #qq2 (BOTT. OF SLAB) #4A1 (TOP OF SLAB) 12'-0" ' � 11-�4A1 C� 1'-0" CTS. ' (TOP OF SLAB) (2 BAR RUM � � 11-'�4A2 Ca) 1'-0" CTS. � tBOTTOM OF SLAB) (2 BAR RUN)� 1 � � � � � � 1 1 3" ' � 9" ' � � � � � � � � � � FILL FACE (a� ' END BENT #1 Z� � � � � � � � � �} N ' � � � � 3" -L- 90°-00'-00" (TYP.) #4A1 OR #4A1 OR #4A2 #4A2 '�I 3" N� N� ' 12'-0" � ' 11-#4A1 C� 1'-0" CTS. � (TOP OF SLAB) (2 BAR RUN) � � 11-�4A2 C� 1'-0" CTS. �(BOTTOM OF SLAB) (2 BAR RUN) � 1 � � � � � � 1 1 � � ' 90°-00'-00" ; (TYP.) � � � � � � , � � � � FILL FACE aC� ; �-- END BENT �2 r�—� � � � � � � � � � � C:�:l�[�1�I1 1'-3" 1'-3" 3" 9„ END APPROACH SLAB #qA2 (BOTT. OF SLAB) �4A1 (TOP OF SLAB) � m m a Q N J N L� O � o � � � o '- � ~ ,_ o . m N ''" H N U � � U @ `° ..� @ m t,f� N tt � v u � � v � �-} N � PLAN C� END BENT #1 PLAN C� END BENT #2 DIMENSIONS SHOWN ARE TYPICAL FOR BOTH APPROACH SLABS � 5�/4"CONTINUOUS HIGH CHAIR UPPER (CHCU) C� 3'-0" CTS. ACROSS SLAB �4 A1 �5 B1 , z BARS ; BARS N ,� � N _ .N #q A2 �6 62 �BARS BARS t 2: 1 SLOPE 00 , , _ � • . � � � � � � APPROVED WIRE BAR " � � � SUPPORTS Ca) 3'-0" CTS. � ROADWAY �� LIMITS OF REINFORCED BRIDGE � � � APPROACH FILL (ROADWAY PAY - � � � ITEM. SEE NOTES) � \ _ � ,, t NORMAL TO END BENT � GEOTEXTILE � � �(TYP.) SELECT MATERIAL �78M STONE— 4" Q1 PERFORATED SCHEDULE 40 PVC PIPE SECTION THRU SLAB � CORED SLAB tt � -1'/�.. �-1'/2" BACKER ROD I 2 LAYERS OF 30 LB. ROOFING FELT TO PREVENT BOND IMPERMEABLE GEOMEMBRANE 06-DEC-2016 14:30 S:\OPG1\Division2\176P.2.R.67_Beoufort BR11\Structure\Finol_Plons\176P.2.R.67_SMU_CS.dgn gdickey NOTES FOR REINFORCED BRIDGE APPROACH FILL INCLUDING GEOTEXTILE.IMPERMEABLE GEOMEMBRANE. 4"Ql DRAINAGE PIPE, #78M STONE. AND SELECT MATERIAL. SEE ROADWAY PLANS. AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL BE PAVED.SEE ROADWAY PLANS. APPROACH SLAB GROOVING IS NOT REOUIRED. � � BRIDGE DECK O�P �OQ� � �O �� G�P p'�� ,(0 0 � �ZNE F �0� CAP FLOW LINE ONLY WITH � EROSION RESISTANT MATERIAL BACKFILL EXCAVATION HOLE AND GRADE TO DRAIN NOTE: IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY AFTER THE BACKFILLING OF THE END BENT EXCAVATION. GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE EROSION RESISTANT MATERIAL. SUCH AS FIBERGLASS ROVING OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION AND TO PROTECT THE AREA ADJACENT TO THE STRUCTURE. THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLAB. TEMPORARY DRAINAGE DETAIL R� CLASS "B"STONE FOR EROSION CONTROL TEMP.SLOPE DRAIN 2'-0"MIN. EARTH S� DITCH BLOCK ; ; � � APPROACH � � SLAB � 1'-0" vIIN. FUTURE _� SHOULDER o z ELBOW TEMPORARY SLOPE DRAIN �ELBOW T OE OF F I L L�" ��"'�� "" - CLASS "B"STONE FOR EROSION CONTROL //o�P,�N� N H� SECT ION R-R �0 NLE� � � � 3"EROSION RESISTANT � Z GRP�P P� S♦J ' 12" MIN. I MATERIAL OVER PIPE , H �(0 R� N � EARTH DITCH BLOCK N� FLOW LINE I �, END OF � EROSION RESISTANT MATERIAL _ _ _ _ _ _ � APPROACH SLAB 1'-6" MIN. NOTE: IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB. THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE DRAIN. CONTRACTOR SHALL GRADE TO PIPE INLET AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE 4'-0"MIN. EROSION RESISTANT MATERIAL SHALL BE EITHER 1)ASPHALT FILL SLOPE PLANT MIX, TYPE 1 OR TYPE 2. MIN. 2" DEPTH, 2) EROSION CONTROL MAT. OR 3) CONCRETE. AS DIRECTED BY THE ENGINEER. THE SLOPE DRAIN SHALL CONSIST OF A NON-PERFORATED SECTION S-S TEMPORARY DRAINAGE PIPE,12 INCHES IN DIAMETER. PLAN VIEW TEMPORARY BERM AND SLOPE DRAIN DETAILS (TO BE USED WHEN SHOULDER BERM GUTTER IS REOUIRED) 3,_1i�2„ `'URB SECTION N-N END OF CURB WITHOUT SHOULDER BERM GUTTER CURB DETAILS SPLICE LENGTHS BAR EPDXY UNCOATED SIZE COATED �q 2,_�„ 1,_9„ �5 2,_6„ 2,_2„ #6 3,_1�„ 2,_7„ ,,,��►umnvq�. o� .�� C ARa o. ,.� o� . . ��y•,, :,, ?.Q��O�' � ,,,� - ' Q SEAL ' 212 71 : :,��c�.� �,�GII�� v,,��,,e .,��F�+O�. � i ��G`F-�.. •••,��u•o• DocuSigned by: �� , 884E46B8CE564B6... 12/12/2016 PROJECT No. 17BPo2�R�67 BEAUFORT CouNTY STAT ION: 14 + 780000 - L- STD. N0. BAS_33_90S + � DESIGN DATAo SPECIFICATIONS LIVE LOAD IMPACT ALLOWANCE STRESS IN EXTREME FIBER OF STRUCTURAL STEEL — AASHTO M270 GRADE 36 — — AASHTO M270 GRADE 50W — — AASHTO M270 GRADE 50 REINFORCING STEEL IN TENSION GRADE 60 — — CONCRETE IN COMPRESSION CONCRETE IN SHEAR STRUCTURAL TIMBER — TREATED OR UNTREATED — EXTREME FIBER STRESS COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER EQUIVALENT FLUID PRESSURE OF EARTH MATERIAL AND WORKMANSHIPo A.A.S.H.T.O. (CURRENT) SEE PLANS SEE A.A.S.H.T.O. 20,000 LBS. PER SCI. IN. 27,000 LBS. PER SCI. IN. 27,000 LBS. PER SCI. IN. 24,000 LBS. PER SQ. IN. 1,200 LBS. PER SQ. IN. SEE A.A.S.H.T.O. 1,800 LBS. PER S0. IN. 375 LBS. PER S�. IN. 30 LBS. PER CU. FT. (MINIMUM) EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N.C.DEPARTMENT OF TRANSPORTATION. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED. CONCRETEa UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, ABUTMENT BACKWALLS,AND APPROACH SLABS;AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP. CONCRETE CHAMFERSo UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS: TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE RE�UIRED ON PLANS. DOWE�So DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH ls2 CEMENT MORTAR. STANDARD NOTES ALLOWANCE FOR DEAD LOAD DEFLECTION9 SETTLEMENT9 ETCoIN CASTING SUPERSTRUCTURESo BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES,ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING UP TO THE SLAB,THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS,VERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BOTTOM OF TOP FLANGES,DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTION,VERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBER. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS,AN ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS,SETTLEMENT OF FALSEWORK, AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSEWORK OR FORMS IS STARTED. REINFORCING STEELo ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES,THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. STRUCTURAL STEELo AT THE CONTRACTOR'S OPTION,HE MAY SUBSTITUTE 7/8"Q� SHEAR STUDS FOR THE %4"QS STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT THE RATE OF 3- 7/8" QS STUDS FOR 4- 3/4" QS STUDS, AND STUD SPACING CHANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME E�UIVALENT NUMBER OF 7/8"� STUDS ALONG THE BEAM AS SHOWN FOR 3/4" Q� STUDS BASED ON THE RAT IO OF 3- 7/8" Q� STUDS FOR 4- 3/4"Qs STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATE,THE CONTRACTOR MAY,AT HIS OPTION, SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE ECIUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND DO NOT EXCEED A WIDTH E�UAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS ECIUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REClUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE". ELECTROSLAG WELDING WILL NOT BE PERMITTED. WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR E(]UIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING, OR METALLIZING. REV. 6-16-95 EEM c�) RGW REV. 5-7-03 RWW t✓) JTE REV. 10-1-11 MAA (✓) GM 10-NOv-2016 14:39 REV. 8-16-99 RWW (,/) LES REV. 5-1-06 TLA (✓) GM S:�OPG1�Division2�Cuivert_Repiacements�Site_803_60ft_�JESSIE_803_SMU_CU.dgn gdickey HANDRAILS AND POSTSo METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL RAIL SHALL BE SET NORMAL TO THE GRADE OF TNE CURB,UNLESS OTHERWISE SHOWN ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL BE OBTAINED.CASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL NOT BE ACCEPTED.CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. SPECIAL NOTESo GENERALLY,IN CASE OF DISCREPANCY,THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREON,AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE SPECIFICATIONS ARTICLE 105-4. STDo NOo SN