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Home My WebLink About20180875 Ver 1_Permit Design Plans_20180622DocuSign Envelope ID: 3488BCF0-OOEC-4765-8B86-298A243C3297 • � See Sheet �-A For I ndex of Sheets See Sheet � B For Conventi ona/ Symbols NCDOT CONTACT: JOSH DEYTON, PE HIGHWAY DIVISION 14 BRIDGE MANAGER THERE IS NO CONTROL OF ACCESS FOR THIS PROJECT � � � 0 O O� � � I � .'� � I � I ": (�) I ''' \ C�) I'� " I' I-I � . . �� I'� C�> I . I \� .'� II)I �"I�IC�)�\ (�>I��' I-I I� I�I-I ��':�� "� LOCA TI011 t: BRIDGE 1�0. 220 011 t SR 13�1 O T�ER MA TLOCK CREEK T YPE OF WORK: GRADIII tG, PA T�I1�G, DRAI11 tA GE, A11 tD C UL VER T \ NAD 8�NSRS 2 407 \�S �J `� S` � �s Tp SR 1353 �s -- . .\ ✓ \ S �I-1AT ---__ ✓ � LOC� C,qEEl� — '� S � SR �3 R� ��—� � 5/ � ,, ,_ �` � �! � �� — BEGI N PROJECT 17BP.14. R.111 -L- Sta. 10 + 90.00 JS PROPOSED ALUMINUM BOX CULVERT (16'-2" x 5'-1" -L- POC 12 + 66.91 END OF ROAD ---- --- % JS �S— -- - �S� ) ------- � -----_�a �/ --�-�._ ` '� � �ti � � �s ��s �. JS �qT �OC� '� c � �AF�� s. END PROJECT 17BP.14.R.111 -L- Sta. 14 + 60.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored In the Offlce of: HYDRAULICS E11tGl11tEER DIVISI0111 OF HIGHWAYS GRAPHIC SCALES DESIG11l DATA PRO ECT LE11tGTH .,�'''�N��o�'''�-. THE LOUIS BERGER GROUP, Inc. .�`��?`�••'ssi'��'��'-. STATE OF 11lORTH CAROLI11lA ADT 2000 = 310 1001 Wade Avenue, Suite 400 �.�o�E ��q• ; 20 10 0 20 40 ° Raleigh, North Carolina 27605 - �� SEAL 1..� - License No.. F-0840 _ �F ��ty ADT = ; 032134 ; �� K = p/� 20I2 STANDARD SPECIFICATIONS DocuSigned by: 4�14�ZOZE) %��q . F�G I E�;�•'�1�� s .,,,� rFR..R og��,,.� � � PLANS p= o�o LENGTH ROADWAY PROJECT = 0.070 MILES W� ��. P'E' �� * SIG '��in��` g 20 10 0 20 40 T= %* LENGTH STRUCTURES PROJECT = 0.000 MILES RIGHT OF WAY DATE: DEAN D. HATFIELD, PE ,.�``'��H��cARo��'''% �� PROJECT ENGINEER ROADWAY DESIG11t ,,,, o�� ,,!, ,,, V= 30 MPH TOTAL LENGTH PROJECT = 0.070 MILES E111GI11tEER ;?•Q��S��y� = �� .�� PROFILE (HORIZONTAL) * TTST = DUAL = = SEAL RD ODELL, PE - 27933 . 4 2 0 4 g FUNC CLASS = LETTI11tG DATE: ; ,= LOCAL PROJECT DESIGN ENGINEER DocuSigned by: 4�14�Z OZ E �� ,��il i��` �, �� R12 D�I�U pE�•;Q ,D. 0��,�`�`` P.E. PROFILE (VERTICAL) SUBREGIONAL TIER 7814DD77D28A4EA... �/��\� SIGNATURE: STATE HIGHWAY DESIGN ENGINEER DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 BOUNDARIES A111D PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument E�, Parcel/Sequence Number �23 Existing Fence Line -X X x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��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 � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �____� Jurisdictional Stream �S — Buffer Zone 1 Bz � BufFer Zone 2 Bz 2 Flow Arrow �--- --- Disappearing Stream �--- --- Spring O�-��-�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FCO{�' False Sump � ��ll� �� J.L�11��9 �� 1l�.Jl � V'�Y � Jl � Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILRDADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existi ng Rig ht of Way Ma rker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TR,4NSPORTATION O MILEPOST 35 0 SWITCH � � � � Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 W , �'✓ �� 0 � W //�\ �y '"' �J �c� �A, E E TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol $ Pavement Removal I�EGETATION.• Single Tree Single Shrub � :� Hedge Woods Line � � � � � � � � � � Orchard V i n eya 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 l�/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS 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.*) � � � � �ineyard CoNC �CoNC y��y � 1 CONC H �----------< � CB • • O ►� n � � O ❑T � HH ----T---- - - T - - T - - - -TC- - - - - -TC- - T� - - - -T FO- - - • - -T FO- - - T FO WATE R: Water Manhole Water Meter Wate r Va lve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Ped esta I TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) 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 Traffi� Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information --TV--- Ty - — — —Ty FO— — — — —Ty FO— Ty FO -c— A/G Gos OO O ss A/G Sanitary SeWer — — — —FSS— — — - — —FSS— — FSS • � Q �s - 7UTL - 0 UST 0 � � AATU R E.O.I. S UR T�EY C01�TROL SHEET ��-0220 -FI1�AL- ��IGN ST�TION OFFSET NORTH ERST � 11+340�4 3�oP� 59162602955 69�13306�46 � 1 1+ 66 0 8PJ 3(� o(�(� 591655 0 9�83 6�PJ 138 0 52PJ5 � 12 + 14 0 26 3(� o�� 5917(�2 0 3265 69PJ 148 0 4145 � 12 + 68 0 94 3PJ o(�(� 591 766 0 89� 1 6�PJ 15PJ o�428 � 13 + 71 0 89 3� o�� 591868 0 95(�5 69� 137 0 42PJ8 � 14 + P 8 0 6(� 3(� o(�(� 5919(�2 0 481 1 6�� 134 0 7(�79 BL POINT DESCo NORTH EAST ELEVATION � STATION OFFSET ———————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— ———————————————— 1 BL — 1 591449 o P 550 69�f�81 0 37f�PJ 23PJ5 e 24 OUTS I DE PRO JECT L I M I TS 2 BL-2 5917490419� 69�1270157� 2317e11 12�55013 4e74 RT 3 BL-3 592�64o449PJ 69�113o211PJ 2332058 OUTSIDE PROJECT �IMITS ***�**�*****�*��**��*��*��**�**�**�* BM 1 E�EVAT I ON = 23f�7 a PJ8 N 5915PJ2 E 69PJP43 L STATION 1PJ�P5oPPJ 52 LEFT 8 INCH SPIKE SET IN ROOT OF 18 INCH DOUBLE WALNUT TREE ��**�**�**�*****************�**�*��*�� BM2 E�EVATION = 2318086 N 5�1789 E 69J141 L STATION 12�920�� 23 RIGHT 8 INCH SPIKE SET IN ROOT OF 2P INCH POPLAR TREE M M X M X X X X X X X X* X X I X X X X X X X X X X Y Y Z X X M% Y X X X X X% NCDOT BASELINE MONUMENT (BL-1) LOCALIZED PROJECT COORDINATES N = 591,449.0550 ♦ __ � E = 690,081.3700 --___ ELEV. =2,305.24' -----__ �� — — — — _ �AT�OCK CRE — — EK ROqp SR /35/ ��s \...— ,s�.. \✓S �' \�5�.. ' \.. 5 ...�JS_.. \�S �...` �S I�.1�� \�S . . � \�• ��fK \ -JS\ BM-1= 2307.08' �� ********�******************��*��* BM3 E�EVATION = 2332eP8 N 592PJ51 E 69P PJ9P � STAT I ON 15 � 39 e PJPJ N 28°47'16e93" W DIST 22039 CHISE�ED PUNCH HO�E IN CONCRETE �*��M��**�********�***�**�******�***�*** AT S R PT D U DE G I IO PRWECT i7BP�l,Riii i � bw �/fid1M PROJECT REFERENCE NO. SHEET NO. 17BP.14.R.111 1C Location and Survevs —FIN��— ROW M�RKER IRON PIN �ND C�P—E Z n 0 � z _ w � z �' n� � N O , � \'�OODS " N �S �, � �S �... �\,S � �S \„ \•. \,s �,S � � � — _ r \�s � � \ �,s — �, ` _. �, - ,, , -__ c- NCDOT BASELINE MONUMENT (BL-2) LOCALIZED PROJECT COORDINATES N = 591, 749.4190 E = 690,127.1570 ELEV. = 2,317.11' THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "G-102" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 592405.8490(ft) EASTING: 690096.8270(ftl ELEVATION: 2350.13(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9997656115 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "G-102 " TO —L — STAT I ON I S S 00°10'45.16" E 819.81' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICA� DATUM USED IS NAVD 88 — — 1= � �� 5 ..., � BM-2 = 2318. 86' �'�� \'S -�5�� ... �S \.. ..� �—�5 � —FIN��— ROW M�RKER PERM�NENT E�SEMENT—E ��IGN ST�TION OFFSET NORTH E�ST L 12 + 33 0 1 PJ 3PJ o PJ� 591724 0 4297 69P 151 0 78�7 � 12 + 5PJ o 37 41 0 68 591745 0��53 69�1164 0 244(� � 12+87099 41038 59178702713 69�159o722PJ � 13 + PJ8 0 76 3� o�� 5918�6 0 37�J� 69�J 145 0 712� —FIN��— ROW M�RKER PERM�NENT E�SEMENT—E ��IGN ST�TION OFFSET NORTH E�ST � 12 + PJ`� 0 79 3� o�� 591697 0 95�J 1 69(� 147 0 4816 � 12+53074 56038 5917490882 69PJ178o819 � 12+81a69 56023 5917820976 69�1750267 L 13 + 29 0 58 3(� a(�(� 591827 0� 1 12 69PJ 142 0�774 � PRWECT -L - Sfa, � GEOIDAL MODEL: G12NC NOTE: DRAWING NOT TO SCALE BM-3 = 2332. 08 NCDOT GPS MONUMENT G-102 LOCALIZED PROJECT COORDINATES N = 592405. 8490 E = 690096.8270 _ �-------____ ELEV. = 2350.13' -�---______ MATLOCK CREEK ROAD S -- s 00-10'45.Ig�� E/� ----___ R /35/ __ 819.81' \ � / CDOT BASELINE MONUMENT (BL-3) OCALIZED PROJECT COORDINATES N = 592, 064. 4490 E = 690,113.2110 � , ELEV. = 2, 332. 58' �s � \ ..\ 5..��s�...� �... � �S\ NOTES: —�— FIN�� TYPE ST�TION NORTH E�ST PC 1�+�� o�� 591496 0 1517 69(�(�95 0 36PJ8 PCC 11+340�4 59162908574 6�PJ1PJ3o8168 PT 11+6608� 59166201623 69�1�901796 PC 12 + 14 0 26 5917�8 0 58PJ5 69PJ 1 19 o PJ736 PT 12 + 68 0 94 591762 0 9498 69PJ 121 0 2PJ27 PC 13 + 71 0 8`� 591865 o PJ 1 P2 69PJ 1 PJ7 0 68�7 PT 14 + P�8 a 6(� 5919� 1 0 5891 69� 1 PJ4 0 7212 POT 15 + 38 0 78 592PJ31 0 7(�71 69PJ 1 PJ� 0 85�4 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOV/RESO URCES/LOCATION/ THE FILES TO BE FO UND ARE AS FOLLOWS: 55-0220 LS CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND S URVEYS 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. DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 N Z 0 W � � ROUND GROUND 8, _�„ 3, _0„ ��, _�„ � l0, _�„ i i � C� GRADE � W C� Po�Nr ; 0.08 � 0.02 � 0._ 0.08 � � �� __------ I -------- � i � T__ -----�------__ (6' W/GRl 8.5" i 8.5" ( T ) \ El U E1 �� GRADE T 0 T HlS LINE GRADE T 0 T H/S LINE TYPICAL SECTION No. 1 -L- STA 10 + 90.00 TO -L- STA 12 +40.00 -L- STA 12 + 90.00 TO -L- STA 14 + 60.00 : • ORIGINAL GROUND OR/GINAL GROUND 4•I . 3, _�„ C� .! /0, _0„ GRADE PO/NT � 0.02 U GRADE T 0 T HlS LINE � � ► i C� E1 8.5„ 0._ T TYPICAL SECTION No. 2 -L- STA 12 + 40.00 TO -L- STA 12 + 90.00 VARIES SEE CROSS SECT IONS �, _0„ � 4, _6„ -DET- � � ; 4, _6„ � �, _�„ GRADE ! POINT ! . � 8„ ; � � VAR. i i 0._ : • 6•/ . (6' W/GRl 2.1 ; � T U J GRADE T 0 T H/S L/NE TYPICAL SECTION No. 3 -D ET- STA 11 + 61. 79 TO -D ET- STA 13 + 92 . 6 6 � ROUND OR/G/NAL GROUND �� GROUND ORIG/NAL GROUND � � RouNo C1 ��` i/ �� — �� C1 � ��—y� \ �� -- / 3„ M�N. 3" M�N. DEPTH DEPTH DETAIL SHOWING METHOD OF WEDGING GROUND 2' -0" � 2' -0" U GRADE T 0 T HlS LINE 6' -0" �• PROJECT REFERENCE NO. SHEET NO. l7BP.l4.R.11l 2 N.T. S � SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINE�Ff� 4�14/2016 ```,��14/2016 ��,�� , J��`'`N C�RO'��i ��` �N CAR�'''�� ` � � . �/ �i ♦ .•••.....�� I� • ��? Q��Ess; �.y-� `.�oQQOFEss,o�;q`�y•�� . = SEA� = = � SEAL � " = 27933 : _ : 16003 s = ; : • ; ; '':FNc► E�.�' ; "'-, o•:Fti��H��`�o �.. DocuSi � � � � , y��` �I � •��N�� s,%�;� D. 0�� oo��s��j : 'p p�F1 �� . �� nn�� LA,I/t. C1�U � 111\�� 7811i�33P3��ED ENGINEER azdbfi�6s�E�D ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - D WY- � � � 6'-0" �2'-0" VAR. � p._ J VARIES ORIGINAL 6�� 1/N GROUND ��'�-9 � ORIG/NAL � GROUND ,--, D RIVEWAY D ETAI L (SEE PLANS FOR DWY LOCATION) Note: Pavement edge slopes are l:l unless shown otherwise. PAVEMENT SCHEDULE ITEM DESCRIPTION C1 Prop. Approx 3.0" Asphalt Concrete Surface Course, Type SF9.5A, at an Average Rate of 165 Ibs. Per sq. yard in each of two layers. Prop. Var. Depth Asphalt Concrete Surface Course, Type SF9.5A, at an C2 Average Rate of 110 Ibs. Per sq. yard Per 1" Depth, to be placed in layers not less than 1.0" or greater than 1.5" in depth. E1 Prop. Approx 5.5" Asphalt Concrete Base Course, Type B25.0B, at an Average Rate of 627 Ibs. Per sq. yard. Prop. Var. Depth Asphalt Concrete Base Course, Type B25.06, at an E2 Average Rate of 114 Ibs. Per sq. yard Per 1" Depth, to be placed in layers not less than 4" or greater than 5.5" in depth. � Prop. 8" Aggregate Base Course. T Earth Material U Existing Pavement W Var. Depth Asphalt Pavement DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 NAp g� � NA 2011 � ��1S� � ��s \ JS�---�JS� ��S . � ` ••. ` �S �qT�o� �S BEGII�I DET OUR � � �_ �� R�e� � DET - POC Sto. ll f6/.79 -DET - PC Sto.10+00.00 JS � \ . ,\ �s Exis riN— �s \ � — \ yV00DS � \ _ \ �s � �s � �� \ \ N ✓S\Z � O _ / ' ✓S \ ; — MAT�p�K �REEK � � _ /� NV ' 23pg. 9, \ ` ✓S � � � �9"BS�� SR �35/ o � �� \ ` � 7 � � tO � ' � \ '�S _ _ � �� ` � \� s--._ T � � \ S � � � T _� \`\ \JS _� \ \ EXIS-i�- // � . � � � --- C - i(• �' TIE TO �NV �` � � � _ EXISTING ��3�p, , � � _ w �� o �— � � �� a � x -BL-2� — � � -�- F � X � � � � X � >- I � �1 X�X � 2 N k � � � TE�P. SHORIIy BARR/ER c� o �c � ry � R a� �s � � � � � �,�� R o � I�r� � EEEDETAIL DITCH �+ ` �. \ \ C L \ F F � �. O + F �` `--_� UNDERDRAINS SHALL BE CONSTRUCTED AS NEEDED lly ACCORDANCE y�ITH STD. N0. 8/5.03 AT LOCATIONS DIRECTED BY THE ENGINEER. x�wo � k RAI� _x—X�X— i � � �� PROJECT REFERENCE NO. SHEET NO. l7BP.l4.R.11l 2 -A RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ``````��„��4/14/2016 �/14/2016 ��i�u�i i ��,• .�N CARp �''�,. .�`�� N C'4R�1 ��''�. ;'� Q��ESSi� �'�y',' ;� �,.��'oEEssio�4�'�'�'-: "� : = SEA� _ = SEAL = ; 27933 ; = 032134 = =, �''•F,�c► WE�� '�. �' =�A�'••FHc � E�`�� :�� ;: —Docu�ne�Y•� � � �` � �� Dowr$i�q�d�9� � • �� `�� 1�ILV/K6L��/�Illoo�`��` W�Ctti.��ROe��•�`' -��tE��D.. ENGINEER ��R��D€�� ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INV = 2336.64' /� �� // � // � �� / � // � �/ �� o� o // t�0 � � �/ O2 � � I� / �/ �. , O � �/ SHAtrNE A. BOAT�RIGHT y' � / /� DB G-20 PG �480 � p � / / � PL A T C A B� N E T �. SL� D E 3 7 7. P A G E 8 O� � / �/� � � 4 / /� E D DETOUR � J � Q �� -DET - POC Sta.13+92.66 � � � �� / / �� — Q ROCK WQ�� AND COLUMNS � I �� ° '] �/ g ---��S --- � �--- JS�--- 1S --- � ��S -•- JS � JS //�NV = 2328.29' 24" CMP � INV = 2326.67' INV = 2327.40' — ROCK MAIL BOX / T L=�/ � —DET — 3 � — F � ` _— T � — � `�2' / ,�` o T � T � MATLOCK CREEK ROAD SR l35/ � r � � r l9" BST �T F SEE DETAIL A 7 G �� 4 i F EST DDE 3 CY r r � � C RIP RAP AT EMBANKMENT — _ � SEE DETAIL B X�X� r r � 48' WD RAIL "_X_ �X�X�X - B L- 3 ��j � �� / / � � `I� 1S s � k � � � = X�X�X�X_ � ��6 � �� ✓S c N � /- � � ,� — -- —�S +�+ � ` \ ` � � {- `✓s �p ,,s ✓S \k /2 5 \ C� � \ � E � + q2 -►- \ \k � 12„ T � --�� ♦ \ �q�'� �— — —� aMP _ / „ X� � \-i- �c� \ C —�3@42 � X� �� c�p�.\� k \ C TEMP PIP X O ♦ \\✓ F'� s \k , E �– � S x� `� O �o. � BLUE RIDGE RETREAT. LLC PROVIDE DB F-36 PG 456 rEMPORARY GATE & FENCING FOR CATTLE CURVE DATA FOR -DET- Pl Sto /0+49.55 Pl Sto 11+39.37 Pl Sto 12+89.70 P/ Sto 14f07.26 �= 4' 43' 42.%' �RTI 0= 25' 57' 39.�' fRT 1 0= 67' 2/' 35.6' ILTI �= 34` 32' 52.0' IRTI D= 4` 46' 28.T' D= 32' 44' 25.6' D= 76' 23' 39.7` D= 45' 50' 11.8' L= 99.03' L= 79.29' L= 88.17' L= 75.37' T= 49.55' T= 40.34' T= 49.98' T= 38.87' R= 1,200.00' R= 175.00' R= 75.00' R= 125.00' Se = .0/2 Se = .012 Se = .04 Se = .03 ��, -o \ �- �� -o� o + \k • \ \ \ T E�IPORARY ,4BC DRl►/E � } + �s ✓c. k\ � �� \k � k .� }1 `Y \� DETAIL A STAN DARD 'V' D ITC H ( Not to Scale) Natural � Natural Ground 1 Ground 2.� p �,•. Min. D = 1.5 Ft. AT -D ET- STA. 14 + 10 RT DETAIL B RI P RAP AT EMBAN KMENT ( Not to Scale) 10'min. Ditch 1.0'min• � Grade � 1.0' GEOTEXTILE Type of Liner= 5 TONS,CL B Rip-Rap Geote�ctile= 11 sy AT -DET- STA. 14 + 00 RT Nat��ai DETAIL C SPECIAL LATERAL 'V' DITCH ( Not to Scale) d� � � Fill Slope Min. D = 1.0 Ft. Max. d = 1.0 Ft. Type of Liner= EXCELSIOR MATTING FROM -DET- STA. 11 + 50 TO STA. 12 + 50 RT SEE SHEET 2-B FOR PROFILE LOUIS BERGER � 1001 Wade Avenue, Suite 400 ROADWAY B Raleigh, NC 27605-3322 PLANS License No.: F-0840 N Z � i W � Q � O L (� / N N U 4— � O C O � � � � u� N CJ > � L � N C17 � � � L N � � � � � E � J N W � � � U � � / � N � N w 6� � � � (__) N N / W u� Y � U �i a� +-> -� o o � L� � � i 0 � w o � � Q � U U � i i � c� c � PROJECT REFERENCE NO. l7BP.l4.R.11l RrW SHEET NO. "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 GUARDRAIL. G= GATING IMPACT ATfENUATOR TYPE 350 NG = NON—GATING IMPACT ATfENUATOR TYPE 350 � " I � . �� " I' I ��: C�) I �� \ (�) I'� " I' I-I � ` . �� I'� C�) I . I \ . �� II)I �'I�I(�>\ (�>I�� I-I I� II-I �`�.�� "� G UARDRAIL S UMMAR Y LENGTH WARRANT POINT ��N"� FLARE LENGTH W ANCHORS IMPACT REMOVE SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND LINE BEG. STA. END STA. LOCATION FROM SHOUL. TYPE 350 FACED EXISTING STOCKPILE REMARKS SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING XI RAU 35 VI GUARDRAIL GUARDRAIL EXISTING STRAIGHT CURVED FACED END END E.O.L. END END END END MOD XI T�_2 M-350 TYPE—III CAT-1 MOD B-77 AT—� EA G NG GUARDRAIL —L— 11 + 55.00 13 + 30.00 LT 175' — — — — 3' 4.45' — — — — — — 2 — — — — — — — — — — — — — —L— 12+15.00 13+52.50 RT 137.5' — — — — 3' 4.45' — — — — — — 2 — — — — — — — — — — — — — SUB—TOTAL 312.5' DEDUCTIONS FOR GUARDRAIL ANCHOR UNITS DEDUCTIONS FOR GUARDRAIL ANCHOR UNITS 100' TYPE TL-2 4@ 25.00' = 100' TOTAL 212.5' ADDITIONAL GUARDRAIL POSTS: SAY 4 EA SAY 212.5' TOTAL = 100' S OTESTANDARDS SPECOIFICATIONS fOR ROADS AND S RUCOTURESO, SECTION 300-5"NOT BE USED FOR PROJECT CONSTRUCTION STAKEo�T. LIST OF PIPES, E11tDWALLS, ETC. (FOR PIPES 48�� U11tDER) J J ENDWALLS Q � m � � Z W d w J � N � Z� p m� � � N � ABBREVIATIONS � � "aX �� N O � � STD. 838.01, Z� V LL N �,.� ,,, u o c`Y.i � ^ STATION Z DRAINAGE PIPE C.S. PIPE R.C. PIPE R.C. PIPE in in STD. 838.11 j�� J ' w� `� n °D ro � `^ � W "' "' °C � J � �'' �' `�' `r N � � C.B. CATCH BASIN v � (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV p p OR � ti Q� V O �� FRAME, GRATES u o 0 0 o p � u, o � F � � STD. 838.80 'L O Z+ AND HOOD Q a�o a�o � o � � � w N p � N.D.I. NARROW DROP INLET O � Z Z O O (NOTED "� a o STANDARD 840.03 u in � � � � ro � W t7 p � N � p D.I. DROP INLET J '~" Z � � a � � OTHERWISE) � � o � � � � c�j ,� � � '� � cj `" G.D.I. GRATED DROP INLET �. O a a U z z ao °° o�o ^ w � `i' c� � rNi z Q O r � � W � � � LIN. p � Q o O Z Z � u G.D.I. N.S. GRATED DROP INLET Z Q � J d' * � ' O O O - � � � O w "' "' U U U � FT. � v~i � v a v � � � � � V "' "' � m (NARROO SBOX � � - o "' v, ao ao � — — w 3 3 ; � SIZE a "'' W W � 12" 15" 18" 24" 30" 36" 42" 48" � � � a 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 � � �++ • • • � 3 3 oc '" �' p m a � LL J,g, JUNCTI N U d � � O V tn � � N l!J YJ 1 � I- � � � S = W W M m J U O O J � V � w J J � W O � � � �' � � � � Z � � � �n � M.H. MANHOLE F ? ? N W W u g % 1 � � M N !A I_ I_ O yJ W W W � � = i ^ �.J ` � � OO W W W Y p_' � THICKNESS � � W W w � o o Q o � in � ,,, ,,, �„ — " .d � w � m 7 7 � � U U U Z � O m O Z o � Q m � W w LL �i o � � O a d � � > OR GAUGE � � �� a � a a �, �, a a a a d ^ � ", Q W Z Z _ � � � � u � T.B.D.I. TRAFFIC BEARING DROP INLET O O p ,o � m °D � � � � � 0° "' °C � "' T.BJ.B. TRAFFIC BEARING JUNCTION BOX z z � N � � Z Q TYPE OF GRATE z = � � � � � . . � g > Z c.i u � o � z z� �� ^ o o w _ o �- LL o d LL W a a W LL � o 0 0 0 0 0 . . c.i U �i p o lJ a x ¢ � a V in � — — — — — — — w c� vi z z Z w O O � � i a% i N w � � p � . . 0 ❑ 0 � p � � Z 0 0 0 0 . _ � o � m � a c� l� t� t� C� c� c� ao �, u' O � o O �U � . . � a �ri � c.i E F G � � � � ~ " u o c� REMARKS —DET— 13+10 CL 96' TEMPORARY PIPE —DET— 12+85 RT 16' TEMPORARY PIPE SHEET TOTALS 16' 96' S UMMARY OF EARTHWORK (I1� C UBIC YARDS) STATION STATION UNCL. EMBANK. BORROW WASTE EXCAV. +% —DET— 11+50.00 14+00.00 54 124 70 — —L— 10+90.00 14+60.00 70 104 34 — DETOUR REMOVAL —DET— 11 + 70.00 13 + 90.00 140 44 — 96 PROJECT TOTALS: 264 272 104 96 LOSS DUE TO CLEARING & GRUBBING —15 — — — GRAND TOTALS: 249 272 104 96 SAY: 250 — 110 — DDE = 5 CY CONTINGENCY ITEMS UNDERCUT EXCAVATION 50 CY SELECT GRANULAR MATERIAL 50 CY Notee Approximate quantities onlya Unclassif ied Excavation, Fine Grading, and Clearing and Grubbing will be paid for at the contract lump sum price for "Gradinga" PA VEME11tT REMOVAL SUMMARY SURVEY STATION STATION LOCATION YD� LINE LT/RT/CL L 11+50 13+80 LT 73 TOTAL: 73 SAY: 75 `B� SHEET NO. 3—A LOUIS BERGER 1001 Wade Avenue, Suite 400 Raleigh, NC 27605-3322 License No.: F-0840 ROADWAY PLANS DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 � N Z 0 > W � �, NAD g� ` NA 2011 � ��1S� � ��s \� �JS�---�JS� ��S . � `-,. � . ` ✓S\ 'I�AT��C� cR� \�S � � � ._� � � �o• BM #i ✓s � � -BL- STA 5+46.41 \ V � 45.96 LEFT �s �V � � ELEVe 2307.08' ..\ � X � �s � cy ao -ExisTiN- \ ♦ � � yV00DS • '�' � - \ 0 � N _ �s 0• V o � �s . x �s.o- Q � _ _ _ T� SR /3 _ \ Typ � �� -� 3 F ✓s � _ � �- - � F STRUCTURE PAYITEMS M � �NV ✓S \ MAT�p�K �REEK � �k � � F ' 23pg•49, ` . � � F ✓S ��-- �9, RO,qp Sj,' �35/ o � � (��' � �%P� 5� 7 �-- � �" `� � 3 � TL 2 � F \,,s � p N c, Q L FLOW � m�� ^ � � F � CHA EL - o �-_ �� ✓s_ � Exis-1N- � - � � BEGIN PROJECT l7BP.l4.RJll -L - Sto.10+90.00 i� _ Ov � F �� O � ��\ _ ��,0/,S _ Sr ` 6'�, _ F\ � _ �NV = 23ip.66-\ F� � ` _ �L � `t +�\k�k F � 2�� Y G - + 34.04 -L- - 30� RT + F x��x TYPE T� s0 - B L- 2� `� x�2 + 66.80 -L- � � �=� �- 30'RT � ` �� REMOVE AND � F RESET WD F � GAj� � RAIL FENCE R Mj � � \AND G`�ATE +14.26 -L- � +68.94 -L- \ + 30' RT F 30' RT ` 36, DUE- X_wp RA�L + 33.10 -L- _ 30' RT X�X�X� REMOVE AND � STRUCTURE PAYITEMS RESET WD RAIL FENCE +50.37 -L- � � 0 L � i � a� U �-�- � 0 � 0 � CULUERT OUTLET CHANNEL DETAIL > � (LOOKING DOWNSTREAM) � TO BE EXCAVATED � (NTS) (SEE PLANS) > � TO BE EXCAVATED � - ��, (SEE PLANS) 16'-2" x 5'-1" ABC N ,� � � NG �' �� __ � � �\ CL I RIP RAP �� J w � 1.5' TYP �� 1.5' TYP 3�_7�� N� CL I RIP RAP � � � � 1:1 TYP � (__) N N � � 1' g� � � 6�� a� +-> �' ° 16'-2" o � L� � � i 0 � w o ��Q � U U �� 41.68' RT \ E O+ 50.00 -L- � 70' RT BLUE RIDGE RETREAT. LLC REMOVE DB F-36 PG 456 TEMPORARY GATE AFTER CONSTRUCTION CULVERT INLET CHANNEL DETAIL (LOOKING DOWNSTREAM) (NTS) TO BE EXCAVATED (SEE PLANS) � � ' TO BE EXCAVATED 16'-2" x 5'-1" ABC NG ��' (SEE PLANS) � �-� NG „ CL I RIP RAP �-- N CL I RIP RAP � 1.5' TYP � 1.5' TYP � ,� 3 -7 � � �� 1:1 TYP 1' 8' 6" 16'-2" � � �� PROJECT REFERENCE NO. SHEET NO. l7BP.l4.R.11l 4 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEf�14/2016 ENGINE��14/2016 ��uu�iii �.�`��H CARO��''�. .�`��N1C�AR0��,'/�'��. ;�� Q��ESS/�;•:�'�y'; :�`�.��'pEESSip'��9��': = SEA�� = ' ��SEAL4�•• '= ; 27933 ; = 032134 = =, �'".Fti�► NE��`� '., �� =�'• FHc � N��`�� :��, ,: -Docu�ne�y: �' � �! � �� Doc��d b .• ..:1 • �� L VM� �� I I loo�`��` W�.Ltti.�'�' R R Oe ��•�`' -�A2F�'i�f'v��{d€rD. ENGINEER iib6�S��C�6�. ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INV = 2336.64' /� �� % l6' -2" X 5' -l" ABC � �� W/ENDW ALLS � �� STA.12+66.9/ -L - �� SKEW =60° rn� o o // � � � / ��/ OO M� � O / �� SHAYNE A. BOAT�RIGHT p � � / DB G-20 PG �480 � ,�O � / �// PLAT CAB�NET �. SL�DE 377. PAGE 8 � � / �� END PROJECT l7BP.l4.R.11l � ll . � 15•0 -L - Sto.14f60.00 �, � o Typ• / l z �� / / /�/ ROCK WQ�� AND COLUMNS � I �� -�_._ � � �° '] // F J$ F ---F��S�-___�1S --- JS�--- JS •-- � F - - - - F F � - = � � _ F ��$ -•- JS JS //�NV = 29' - � � 2328. -- GRAU 350 - --- - �� '' TYPE TL-2 �� F INV = 2326.67' 24" CMP INV = 2327.40' - � - F F / BM #3 � ROCK MAi� Box -BL- STA 11+07,09 r / \ o � o o� i T L�� 23e70 LEFT % 4 � N oX ELEVe 2332e08' _ W 3 � � � � 4� �4,�" � - � o ' T T O W � MATLOCK CR � BS p,40 SR l35/ T �- - TANDARD V DITCH 7 _��---- ft�p Rqp qT F SEE DETAIL A FZO� Q F F GRAU 3J�O EMBANKMENT EST. DDE 3 CY � �Y F 7 T � TYPE TL-2 s_AIL B - -------� x_ T T - - `� � � � � 4s• o Ra�- �END OF ROAD w X-X- -BL-3 �. JS �s � k � � - X-X�X�X� � 71.89 -L- � X- , 30' RT TO BE CONSTRUCTED �� S + 08.76 -L- /' � '� � + 08.60 -�- DURING THE + 87.99 -L- 30' RT - j5 +�-�- \ 30' RT DETOUR PHASE -I- ✓s �p ✓s ✓S \k \�.38' RT � �5 / \+ ��- + '� �� + � --�� \, qT� � k °�� \ � X�X� + �.p \ k � X X # \\✓ �� ✓s \k BM 2 � s \ -BL- STA 8+42.97 \ �_, � +90.00 -L- 15e09 RIGHT \ 70' RT + k ELEVe 2318.86' \ \ \ -�-\�� ✓s k k � \ � \+ \ \ \X . `�S ` k \�,S �-��\ � � � ---� JS \ � D ETAI L A STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground 1 Ground 2.� p �,•. Min. D = 1.5 Ft. AT -L- STA. 13 + 85 RT DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � Grade � 1.0' GEOTEXTILE Type of Liner= 5 TONS,CL B Rip-Rap Geotextile = 11 sy AT -L- STA. 13 + 75 RT CURVE DATA FOR -L- Pl Sto 10+67.09 Pl Sto 11f50.43 PI Sto 12+4/.87 Pl Sto 13+90.26 0= 6' 24' 00.2" fRTI 0= 5' l2' 49J' fRTI p= l9' 34' 46.6" fLTI �= 5' 50' 35.8' fRTI D= 4` 46' 28.�' D= l5' 54' 55.8" D= 35' 48' 35.5° D= l5' 54' 55.8' L= 134.04' L= 32.76' L= 54.68' L= 36.7/' T= 67.09' T= 16.39' T= 27.6/' T= 18.37' R= 1,200.00' R= 360.00' R= 160.00' R= 360.00' Se = EXIST. Se = EXIST. Se = 0.04 Se = 0.03 RO = SEE PL�41�1S RO = SEE PLAI�S RO = SEE PLAI�S RO = SEE PLAI�IS DENOTES PAVEMENT REMOVAL LOUIS BERGER SEE SHEET 5 FOR PROFILE � 1001 Wade Avenue, Suite 400 ROADWAY B Raleigh, NC 27605-3322 PLANS SEE SHEET C-1 T HRU C-4 FOR CULV ERT PLANS License No.: F-0840 �n� ��d !�� v■�� Iv�� r_-�� u■��ii�� i DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 �"I'.�� "I'I��: ��>I.�' ��C�)I'�"I'I-I � �.�� I'�C�)I. I \� .�� l�)1 ��1�1��)� ��)1'' 1 11� l�1 1��.'� �� VICI1�lITY MAP 1�TS LOCA T101�: BRIDGE 1�0. 220 01� SR 13�1 O VER MA TLOCl� CREEI� p� 11t. C.D.O. T. WORK Z011tE TRAFFIC C011lTROL N o F - P I561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 2 76 9 9-1561 �� NORr ��Gy � �� 750 N. GREENFIELD PARKWAY, GARNER, 11iC 27529 (DELIVERY) J��' oF �y � �;�� PH011tE: (919) 773-2800 FAX: (919) 771-2745 ♦ �`� �o�� .:�.�. � — O e- . �r �::�. ��c:,`.a6 /. �`�� '�' J. S. BOURNE , PE STATE TRAFFIC MAIVAGEMEIIIT E11tGI11lEER �� Z �� TRAFFIC CONTROL PROJECT E11tGI11tEER o� ° o \ � � � �� TRAFFIC C011tTROL PROJECT DESIG11t ENGIIVEER �°'Fti Qo�' � WORK ZOKE SAFETY £� MOBILITY �p T oF TRp,Ns �' "from the MOUNTAINS to the COAST" �F 7'RAFF�G I1�lDEX OF SHEE TS SHEET N0. TMP-1 TMP-1A TITLE TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, AND LEGEND TMP-1B TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT STRATEGIES, GENERAL NOTES AND LOCAL NOTES AND TEMPORARY TRAFFIC CONTROL PHASING) TMP-2 TMP-3 TMP-4 TMP-5 PORTABLE CONCRETE BARRIER AT TEMPORARY SHORING LOCATIONS TEMPORARY TRAFFIC CONTROL PHASE I DETAIL TEMPORARY TRAFFIC CONTROL PHASE II DETAIL TEMPORARY TRAFFIC CONTROL PHASE III DETAIL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored in th�e Office of: THE LOUIS BERGER GROUP, Inc. 1001 Wade Avenue, Suite 400 Raleigh, North Carolina 27605 License No.: F-0840 DEAN D. HATFIELD, PE PROJECT ENGINEER RD ODELL, PE PROJECT DESIG11i ENGINEER A PPR O VED : DA TE: SEAL ``````�N��CAR��'''4/14/2016 , ,�? ��s;� yq-, = e SEAL = ; 27933 ; DocuSigned b % ,,�`,�(i � �`�`� � ��` f�a D��ll ��''�.� D, p0�;:�`�� ''��u�r� 7814DD77D28A4EA... $g3EET �T�, TMP-1 • � DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 N Z O N i W � GEI�ERAL 1�lOTES /LOCAL 1�OTES CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER. 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. B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. PAVEMENT EDGE DROP OFF REQUIREMENTS F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 200 IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. TRAFFIC PATTERN ALTERATIONS H) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. TRAFFIC BARRIER K) INSTALL TEMPORARY BARRIER ACCORDING TO THE TRANSPORTATION MANAGEMENT PLANS A MAXIMUM OF TWO (2) WEEKS PRIOR TO BEGINNING WORK IN ANY LOCATION. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION PROCEED IN A CONTINUOUS MANNER TO COMPLETE THE PROPOSED WORK IN THAT LOCATION UNLESS OTHERWISE STATED IN THE TRANSPORTATION MANAGEMENT PLANS OR AS DIRECTED BY THE ENGINEER. DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION AND NO WORK IS PERFORMED BEHIND THE TEMPORARY BARRIER FOR A PERIOD LONGER THAN TWO (2) MONTHS, REMOVE / RESET TEMPORARY BARRIER AT NO COST TO THE DEPARTMENT UNLESS OTHERWISE STATED IN THE TRANSPORTATION MANAGEMENT PLANS, TEMPORARY BARRIER IS PROTECTING A HAZARD, OR AS DIRECTED BY THE ENGINEER. INSTALL AND SPACE DRUMS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH) TO CLOSE OR KEEP THE SECTION OF THE ROADWAY CLOSED UNTIL THE TEMPORARY BARRIER CAN BE PLACED OR AFTER THE TEMPORARY BARRIER IS REMOVED. TRAFFIC CONTROL DEVICES L) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS. M) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. PAVEMENT MARKINGS AND MARKERS N) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME -L- (Matlock Creek Rd) MARKING PAINT MARKER NONE 0) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. P) Q) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. MISCELLANEOUS R) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7) AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8-3) 200 AND 400 RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. TEMPORARY SHORING AT THE CONTRACTOR'S OPTION, USE STANDARD TEMPORARY SHORING FOR TEMPORARY SHORING FROM STATION 12+93 +/-, 10.5 FEET LEFT TO STATION 13+25 +/-, 10.5 FEET LEFT. SEE STANDARD DRAWING N0. 1801.01 FOR STANDARD TEMPORARY SHORING. LOUIS BERGER PROJECT REFERENCE NO. �1001 Wade Avenue, Suite 400 /7BP.�4.R.�� B Raleigh, NC 27605-3322 License No.: F-0840 MA1�A GEMEI�T S TRA TEGIES DURING CONSTRUCTION, SR 1351 (MATLOCK CREEK ROAD) TRAFFIC WILL BE PLACED IN A ONE LANE, TWO WAY PATTERN PER NCDOT. SIGNAGE AT THE BEGINNING AND END OF CONSTRUCTION WILL MANAGE SR 1351 TRAFFIC. - THE CONSTRUCTION OF TIE-INS, TRAFFIC SHIFTS, PLACEMENT OF FINAL SURFACE COURSE AND PAVEMENT MARKINGS WILL BE PERFORMED USING FLAGGERS FOR TWO LANE, ONE WAY TRAFFIC OPERATION. PHA SI1�lG SHEET NO. T P -lB PHASE I STEP 1: PRIOR TO CONSTRUCTION OPERATIONS, INSTALL WORK ZONE ADVANCE WARNING SIGNS PER SHEET TMP-3 AND ROADWAY STANDARD DRAWING 1101.01 SHEET 3 OF 3. STEP 2: WHILE TRAFFIC IS MAINTAINED ON THE EXISTING ROADWAY, COMPLETE THE FOLLOWING (TMP-3): - CONSTRUCT TEMPORARY PIPE AND TEMPORARY DRAINAGE. - CONSTRUCT TEMPORARY SHORING. - CONSTRUCT TEMPORARY DETOUR. - PLACE PORTABLE CONCRETE BARRIER, TEMPORARY CRASH CUSHIONS AND BARRICADES. PHASE II STEP 1: TO BE COMPLETED IN ONE WORK PERIOD, USING RDWY STD. 1101.02 SHEET 1 OF 15, PERFORM THE FOLLOWING (TMP-4): - CONSTRUCT/INSTALL TEMPORARY TRAFFIC SIGNAL. - PLACE TEMPORARY MARKINGS ON EXISTING SR 1351 FOR A TEMPORARY ONE LANE, TWO WAY TRAFFIC PATTERN . - CONSTRUCT DETOUR TIE-INS TO EXISTING ROADWAY. - INSTALL ADDITIONAL SIGNS FOR TEMPORARY TRAFFIC SIGNAL, ACTIVATE THE SIGNAL, AND SHIFT TRAFFIC TO TEMPORARY ONE LANE, TWO WAY PATTERN. STEP 2: WITH TRAFFIC ON TEMPORARY DETOUR, COMPLETE THE FOLLOWING (TMP-4): - REMOVE EXISTING BRIDGE IN ACCORDANCE WITH ROADWAY AND STRUCTURE PLANS. - CONSTRUCT PROPOSED CULVERT (SEE STRUCTURE PLANS). - CONSTRUCT -L- FROM STA. 10+90 +/- TO -L- STA. 14+60 +/- UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE. PHASE III STEP 1: EITHER MAINTAIN THE TEMPORARY TRAFFIC SIGNAL OR USE A CONTINUOUS FLAGGING OPERATION PER RDWY STD. 1101.02 SHEET 1 OF 15, TO PERFORM THE FOLLOWING (TMP-5): - PLACE TRAFFIC INTO A TEMPORARY ONE LANE, TWO WAY TRAFFIC PATTERN ACROSS PROPOSED STRUCTURE. - COMPLETE REMOVAL OF DETOUR AND ASSOCIATED TRAFFIC CONTROL DEVICES. - PERFORM ALL NECESSARY SHOULDER AND DRAINAGE WORK AWAY FROM TRAFFIC. STEP 2: TO BE COMPLETED IN ONE WORK PERIOD, PLACE FINAL LAYER OF SURFACE COURSE AND FINAL PAVEMENT MARKINGS. AT THE END OF THE WORK PERIOD OPEN CULVERT TO FINAL TRAFFIC PATTERN. STEP 3: COMPLETE THE REMOVAL OF ANY REMAINING TRAFFIC CONTROL DEVICES. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ``��u�A�� 14/2016 . ,�� R� , � � ;��'� ��s;� yq-; = e SEAL = SEAL = 27933 = DocuSigned '!��j •� �C' �`�`��`;` �Za DelcU .,'' , Q. OQ�.�`. '''��iinn��``� �a i annnmaaaFa oN o F N�G � NORTy y J\S oF � �L q � �� o �� Q' �i � � � *� �* 0 � m o � o� ,��° � � �� ' �� oe- 2 ti �O T oF TRPNSQ GO �F TRAFF�G T RANSPORT AT lON OPERAT IONS PLAN: (MANAGEMENT STRATEGIES, GENERAL NOTES AND LOCAL NOTES, AND PHAS/NGl N Z � N > W � TOP OF WALL A EXISTING OR FINISHED GRADE B BOTTOM OF WALL PCB �_ 3 FT MIN_ i CLEAR ;, 2 FT MIN. _; � �'•� DISTANCE ~ � • � EDGE OF � I I � . PAVEMENT � I ; I � I j � . ,; I i------ ------- � i� PAVEMENT SECTION NEAR ST ----1------------- � TRAFFIC � LAN E i REINFORCED � ZONE � , REINFORCEMENT BOTTOM OF REINFORCED ZONE � � � B NOTE: WALL OR SHORING HEIGHT = A- B N OTES PCB CLEAR • 2 FT MIN. • DISTANCE . • i i i I � � A � �------ ------ PAVEMENT SECTION EDGE OF ___________ NEAREST TRAFFIC LAN E A: TOP OF SHORING = EDGE OF PAVEMENT B: BOTTOM OF SHORING BOTTOM OF EXCAVATION OR EXISTING GRADE 1- REFER TO THE TRAFFIC CONTROL PLANS FOR TEMPORARY SHORING LOCATIONS AND NOTES. 2- REFER TO THE "TEMPORARY SHORING" PROJECT SPECIAL PROVISION FOR INFORMATION ABOUT TEMPORARY SHORING AND PORTABLE CONCRETE BARRIER (PCB). 3- PCB IS REQUIRED IF TEMPORARY SHORING IS LOCATED WITHIN THE CLEAR ZONE IN ACCORDANCE WITH THE AASHTO ROADSIDE DESIGN GUIDE. DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR CONCRETE. (CONTACT NCDOT PAVEMENT MANAGEMENT UNIT FOR APPLICABLE PAVEMENT DESIGN). 4- BASED ON THE CLEAR DISTANCE, OFFSET, DESIGN SPEED AND PAVEMENT TYPE, CHOOSE AN UNANCHORED OR ANCHORED PCB FROM THE TABLE SHOWN IN FIGURE B. CLEAR DISTANCE IS DEFINED AS SHOWN IN FIGURE A AND OFFSET IS DEFINED AS SHOWN IN FIGURE B. 5- AT THE CONTRACTOR'S OPTION OR IF THE MINIMUM REQUIRED CLEAR DISTANCE IS NOT AVAILABLE, SET PCB NEXT TO AND UP AGAINST THE TRAFFIC SIDE OF THE TEMPORARY SHORING EXCEPT FOR BARRIER ABOVE TEMPORARY WALLS. PCB WITH THE MINIMUM REQUIRED CLEAR DISTANCE IS REQUIRED ABOVE TEMPORARY WALLS. 6- USE NCDOT PORTABLE CONCRETE BARRIER (PCB) IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1170.01 AND SECTION 1170 OF THE STANDARD SPECIFICATIONS. 7- : PCB REQUIREMENTS FOR TEMPORARY WALLS APPLY TO TEMPORARY MECHANICALLY STABILIZED EARTH (MSE) WALLS AND TEMPORARY SOIL NAIL WALLS. SET PCB WITH A MINIMUM HORIZONTAL DISTANCE OF 2 FT BETWEEN THE FRONT FACE OF THE BARRIER AND THE EDGE OF THE NEAREST TRAFFIC LANE AS SHOWN IN FIGURE A UNLESS OTHERWISE SHOWN IN THE PLANS AND OR AS APPROVED BY THE ENGINEER. 9- FOR PCB ABOVE AND BEHIND TEMPORARY WALLS, PROVIDE A MINIMUM DISTANCE OF 3 FT BETWEEN THE EDGE OF PAVEMENT AND THE WALL FACE AS SHOWN IN FIGURE A. IF THESE MINIMUM REQUIRED DISTANCES ARE NOT AVAILABLE, CONTACT THE ENGINEER. 10- TABLE SHOWN IN FIGURE B IS BASED ON NCDOT RESEARCH PROJECT N0. 2005-010 WITH VEHICLE TYPE USED FOR NCHRP 350 CRASH TESTS. BARRIER DEFLECTIONS AND RESULTING MINIMUM REQUIRED CLEAR DISTANCES MIGHT VARY SIGNIFICANTLY FOR LARGER HEAVIER VEHICLES, RUNS OF BARRIER LESS THAN 200 FT IN LENGTH AND WET OR DRY PAVEMENT. L a� `7 LOUIS BERGER 1001 Wade Avenue, Suite 400 Raleigh, NC 27605-3322 License No.: F-0840 PROJECT REFERENCE NO. SHEET NO. l7BP.l4.R.11l T P —2 MINIMUM REQUIRED CLEAR DISTANCE, inches Barrier Pavement Offset * Design Speed, mph Type Type ft <30 31-40 41-50 51-60 61-70 71-80 <8 24 26 29 32 36 40 8-14 26 28 31 35 38 42 14-20 27 29 34 36 39 43 20-26 28 31 35 38 40 44 Asphalt 26-32 29 32 36 39 42 45 32-38 30 34 38 41 43 46 � 38-44 31 34 41 43 45 48 �,, 44-50 31 35 41 43 46 49 � 50-56 32 36 42 44 47 50 � >56 32 36 42 45 47 51 rc <8 17 18 21 22 25 26 � 8-14 19 20 23 25 26 29 � 14-20 22 22 24 26 28 31 � 20-26 23 24 26 27 30 34 Concrete 26-32 24 25 27 28 32 35 32-38 24 26 27 30 33 36 38-44 25 26 28 30 34 3'7 44-50 26 26 28 32 35 37 50-56 26 26 28 32 35 38 >56 26 27 29 32 36 38 � U �I � � Asphalt All 24 for All Design Speeds o Offsets � � � � � � Concrete a ,� (including All . � bridge 12 for All Design Speeds ,� approach Offsets � slabs) � * See Figure Below � OF FURTHEST TRAFFIC LANE —•—•��—•—•—•—•—•—•—•—•— —•—•—•—•—•—•—•— -------------------------------------� � OFFSET �PCB oN o F N�G � NORTy y J\S oF � �L q . .�� o �,� � �Q' �i � � � �� 0 � m o � O v ,� � � � �� ' �� oe- 2 ti �O T oF TRPNSQ GO �F TRAFF�G PORT ABLE CONCRET E BARRIER AT T EMPORARY SHORING LOCAT IONS DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 DocuSign Envelope ID: 34886CF0-OOEC-4765-8B86-298A243C3297 N z O N i W � � � � � � � � � � � >- 0 � � N N � LCl LC� / � O L � / T � 3 � � 0 � / � N N � LC� l�l / C'� Q � O L (� / N N U 4- � O C O � � R OAD WA Y S TA11lDARD S TA TE OF 1�lOR TH CAR �LI1�lA DEPAR TME1�lT OF TRA1�lSPOR TA Tl�1�l LOCATI011t: BRIDGE 1�10. 220 01�1 SR 13�1 O T�ER MA TL�CI� CREEI� DRA WI1�l G S PA T�EMEI�T MA Rl�l1�l G S CHED ULE THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"- ROADWAY DESIGN UNIT-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1205 . 01 1205.02 TITLE PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS ASPHALT PAVEMENT DESIGN (AS SHOWN) PAVEMENT MARKING LINES PA - PAINT - WHITE EDGELINE (4") PI - PAINT - YELLOW DOUBLE CENTER (4") PROJECT REFERENCE NO. SHEET NO. l7BP.l4.R.11l P P -1 ��i 4 14/2016 �,•�` N C A R '�%, � o�� ,, ,,��i ,`�� ''�ESS/p .'y,�', ; �QQ� �� , : = : SEAL : = _ " 27933 - = ; : ; �. ' % '.�,�G► NEE,.� ��, ,: DocuSigned�y /Q � � " "' � � G� �� i/� 7��''� O. oo \j`��\ ^� V� �/��`` 7814DD77D28A4EA... GEI�ERAL 1�10 TES THE FOLLOWING NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS FOLLOWS: ROAD NAME -L- MARKING PAINT MARKER NONE B) PLACE TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SURFACE, PLACE THE SECOND APPLICATION OF PAINT UPON SUFFICIENT DRYING TIME OF THE FIRST. C) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. D) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. E) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. SHEET N0. PMP-1 I11 tDEX DESCRIPTION PAVEMENT MARKING PLAN TITLE, SCHEDULE, AND PAVEMENT MARKING DETAIL L B� � � LOUIS BERGER 1001 Wade Avenue, Suite 400 Raleigh, NC 27605-3322 License No.: F-0840 N Z � N > W � � � � .--� U w I � � i 0 � � � N N � � � � � 0 L � / �, � 3 � � 0 � � � N N � � � i c� Q � 0 L � � � a� � U � +� �-�- � � ow � �� o � � L � � �s� � � O L U� � � , �� >� L� � N �w �� U �-� � �� Q J � O �m� � � i �� N � O W � �� N (__) N N / W �� +-' L, � i a� +-> � o � L� � � i 0 � w o � � Q � U U � i i � c� c � Nqp g� � NA 2011 �- � '� T PC Sto.10+00.00 � R,�� '�'v� \ _` \ DETAIL A STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 1 Ground ?.� p �,•. Min. D = 1.5 Ft. �_ -- \ � _ \' TIE TO � �� EXISTING - `-� � ' , ^.-r.,. . r., - � . . 4 s, - ��; ,.� \ � - �_ �,�, � � �.,-,� . �., � � .. � � SEE DETX�it C- - -='� � T JJ. 1 V - v� � i--� �� v RIP RAP AT EMBANKMENT ( Not to Scale) 10'min.- Ditch 1.0'min• � Grade � 1.0' GEOTEXTILE Type of Liner= 5 TONS,CL B Rip-Rap Geotextile= 11 sy AT -D ET- STA. 14 + 10 RT AT -ID ET- STA. 14 + 00 RT Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606A1 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Ternporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir I�iber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation ,� .> �) � �) \ , � . . � \ \. . . �� \ �� C� . � , �HA�E I & l- � NCING FOR CATTLE DETAIL C SPECIAL LATERAL 'V' DITCH ( Not to Scale) o< N atu ra I ��1��ei Ground ?'j �D �C� d Fill Slope Min. D = 1.0 Ft. Type of Liner= EXCELSIOR MATTING Max. d= 1.0 Ft. FROM -DET- STA. 11 + 50 TO STA. 12 + 50 RT ��s JL's��e� JL �i �s �1 �� JL ��'s��i��'s�� ' ��i�� 1��T �]F ]H[��]H[WA�� RALEI�H� �1>�`> �� THESE EROSI0111 A11iD SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL C011lSTRUCTION PERMIT EFFECTIVE AUGUST 3, 20I1 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONME11iT A111D NATURAL RESOURCES DIVISION OF WATER QUALITY. 0 SHAYNE A. BOAT�IRIGHT DB G-20 PG �480 AT CABINET �. SLIDE 377. PAGE ENo nEr,avR ��r-,�oc : WALTER D. ROBERTS, III LEVEL III NAME D ITCH IL E CY T EMBANKMEN" A!L B . �_ � k� TROUT STREAM BUFFER ZONE 3514 LEVEL III CERTIFICATION NO. NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. E�O�IO� A�� E�I�IE�1T �0�1'��OL �IE�1�iI�E� .►�- -►�x�1 1 ,� 1 �[`��o�� n➢� �� - - - - - 1 � 1 �� g�� ]F�� - 1 ,� 1 '][°��m�� ]E�m�➢� ��➢� �� - - - - - � ']��m�� ,o�� .�i�� n�� ']��➢]��A� wII��a �'ll��n�� 1 l[��➢��s➢��i�l� �A��'][� .................... � 1�� ➢ �� l��n� � � �� PROJECT REFERENCE NO. l7BP.l4.R.11l RrW SHEET NO. SHEET NO. EC -/ ENVIRONMENTALLY SENSITIVE ARF,A( S ) FXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. SEE RF-1 AND PROJECT SPECIAL PROVISIONS CONSTRUCTION SEQUENCE 1. CONSTRUCT IMPERVIOUS DIKES UPSTREAM AND DOWNSTREAM OF TEMPORARY DETOUR AND BYPASS PUMPING SYSTEM AS SHOWN. 2. INSTALL 3@42" TEMPORARY PIPES, TEMPORARY SHORING AND DETOUR. REMOVE BYPASS PUMPING SYSTEM ONCE TEMPORARY PIPES ARE INSTALLED. 3. INSTALL IMPERVIOUS DIKES UPSTREAM AND DOWNSTREAM AND 30 TEMPORARY PIPE AS SHOWN. 4. UTILIZE SPECIAL STILLING BASIN TO DEWATER WORK AREA. CONTRACTOR TO DETERMINE OPTIMAL LOCATION OF SPECIAL STILLING BASIN. 5. REMOVE EXISTING BRIDGE AND INSTALL PROPOSED ALUMINUM BOX CULVERT AND ASSOCIATED APPURTENANCES. UTILIZE BYPASS PUMPING IF TEMPORARY PIPE LOCATION IS IN CONFLICT WITH CONSTRUCTION ACTIVITIES. 6. REMOVE IMPERVIOUS DIKES AND TEMPORARY PIPE AND REESTABLISH NATURAL STREAM FLOW. I 7. PROPERLY DISPOSE OF SPECIAL STILLING BASIN. LOUIS BERGER 1001 Wade Avenue, Suite 400 ROADWAY Raleigh, NC 27605-3322 PLANS License No.: F-0840 N Z O 9 w � � � . �._'��,'-� � x�s riN__� � � NAp g� ` NA 2011 �' �" O' I .' �� ' � . � . � . > _� ,, �o' � \ � �� ,,`�1 ', . -- \ X I ; N � \ \ ..�� ` \ ' �\ �s '�� \yS.p � � � , ___ T� S� _ ,�; � 3 ` W - - � , � � � �\ � � .� . , � � _ �� ` � , -� _ , . o -- _ . - �� ; ,- �, r � - . . _ � d1AT� pCK CRE RO � p�� _�Y� - � � � iy�asr AD SR �3si o ,. n�I -- _ _ .T�. T�� - � � 'V / � � % '� � - % /�g � `1 � i . ,' � � .; r� : _ _. , ; � _ / -- �l�z � �/ . � / , d.�J � � r . _ .. - �' , - , ---- � F � � ` y, '' _ �/iN- - . _ - �! �� . _ :. . _. J � �' � � . /1 . ,- `, G o� _`4�� e \ STRUCTURE PAYITEMS � � , � L FLOW � CHA L ( )�. . �� ) � � . � , �H��E II � l6, _2„ X 5, _�„ ,qBC �� . � W/ENDWALLS STA.12+66.91 -L - SKEIN=60° O SHAYNE A. BOAT�R�GHT OB G-20 PG �480 PLAT CAB�NET �. SL�DE 377. PACE � 0 15.0'�� Ty�. ,. � / - �. , � Tr� _ :1'1 �� _ � � - ,, = � - - '� • , ;r iS �s . _ . _ �__ I� - «. - .. _ I � -�� y_ ��, t ° � . � � , . . 1 = � �� , ��_ : - . � - �- �. - I +'� � . ;; . ,, �_, - , - r � ` �.�- _ --i - - .. � .� • . : -� . . . ��,- I BAN KME "i r�i�-i- SE DE�AIL INSTALL EXCELSIOR MATTING IN THE PROPOSED DITCH LINE. WALTER D. ROBERTS, III LEVEL III NAME NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. 3514 ADDITIONAL EROSION CONTROL DEVICES MAY LEVEL III CERTIFICATION NO. NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Rser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Shcling Basin 1635.02 Rock Pipe Inlet Sedirnent Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation �� e-�e�R� �YiT�nns e - '"0.00 -L--� � 7� `-R / � R�TREAT. L�,C REMOV` rEMPORARY GA - � ��'s �'s��'s� ll �i �s �� JL ��'s��'s�� ' ��i �� u�� y R�LEI(�H� �I�� THESE EROSI011t A111D SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL C011ISTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMEIKT A1KD NATURAL RESOURCES DIVISION OF WATER QUALITY. � � /�6��\\ 0 '�q,� + � �' . � � � - --�-- - - X \ -- - � TANDAR V TCH -' - __� DEiAIL � �Y ' F�� S . DE CY � � - - - � �X- -x- � 48' 0 RAIL �- X �_ _ __ t %_,_ . ro BE coNsrRucrE� os.Go -�- DUR�NG rHE� \DETOUR P ,4SE �S �k �iq�,Coc� � • k + �.9 . \k� � \\ � �, E�0►�I0�1 A�1� �E�I�IE�1'� �O�T�OL �IEA�iI�E� �� 1 � 1 �]C�rn��p��y ��➢� lF�� - - - - - - - - 1 � 1 ��Il�➢ �� ➢ lF�� - � � - � 1 ,'� 1 �C��,�� 1�.�� n➢� ��➢� �[°��. . - � - - . . . . . . � ��o��ry �o�� n�� %�n��`� ��1��?� �i��n �'l[��a�� l��➢y��Il�� 1�� D ETAI L A STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground �.� ,�.1 Ground D Min. D = 1.5 Ft. AT -L- STA. 13 + 85 RT � � �� PROJECT REFERENCE NO. l7BP.l4.R.11l RrW SHEET NO. SHEET NO. EC-2 ENVIRONMENTALLY SENSITIVE A�RF.A( S ) F.XIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. SEE RF-1 AND PROJECT SPECIAL PROVISIONS PROJ►ECT -L - Stn, l4 �.14.R.�lI ROCK y�� qN� �� / � � _ I = 2326.67' 24" CMP - ROC AIL BOX / _ L I _/ � �__� , N �. ,_- � . �4�„ 0 � MATLOCK C EEK ROAD l9' BST SR l3 / r r �-x- T� EN� �F R AD X�X X�X� � �_ - DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. � Grade � 1.0' GEOTEXTILE Type of Liner= 5 TONS,CL B Rip-Rap Geotextile = 11 sy AT -�- STA. 13 + 75 RT �,Z k\ k �_ � � ��-� \ x�X X� -�- CONSTRUCTION SEQUENCE 1. FINALIZE ALL REMAINING ROADWAY IMPROVEMENTS. 2. REMOVE DETOUR AND ALL ASSOCIATED APPURTENANCES. 3. STABILIZE ALL DISTURBED AREAS. TROUT STREAM BUFFER ZONE LOUIS BERGER 8 1001 Wade Avenue, Suite 400 ROADWAY Raleigh, NC 27605-3322 PLANS License No.: F-0840 N Z � N i W � lL EXCELSIOR MA TTI1�G �� I '� I . C�� I C��I ��I ��'�� . � C�> �� . . � � .� '� C�� I . . � •� T BILlZ TI 1�l UMM R Y CONST L� FRO/I� T0 SHEET NOo NE ST AT lON ST AT lON SIDE EST ltilAT E (SY� EG - I - �ET - I I+ 50 I 2+ 50 �T 75 EG-2 -I•- I3+90 14+30 �T 45 5U T�TA� 120 AOO�T�O�AI, EXGEI.S�OR I�A T�N(� T� �E �NSTAI.I.EO - T�TAI. I 20 5AY 120 PROJECT REFERENCE NO. l7BP.l4.R.11l HEET MA TTI1�G FOR ER �SI01�1 C�1�lTR OL RrW SHEET NO. CONST FROM T 0 SHEET NOo ��NE ST AT lON ST AT lON SIDE EST IMAT E �SY) 5U T�TA� I� � SGEI.I.AN� 5 I�ATT � N(� T� �E � NSTA I.ED A5 D ��E T ED �Y THE N� � NEE� ►�6 0 0 T�TAI. 1�600 5AY I �600 SHEET NO. EC -4 LOUIS BERGER � 1001 Wade Avenue, Suite 400 a Raleigh, NC 27605-3322 License No.: F-0840 ROADWAY PLANS N Z � N i W � SEDIMENT CONTROL STONE STRUCTURAL STONE EXCELSIOR MATTING 1' MIN � ��oo �o� EXCELSIOR MATTING PLAN 2/3 CHANNEL WIDTH � � �o 0 0 � � O �i SECTION A-A � A See Inset A PROJECT REFERENCE NO. l7BP.l4.R.11l RrW SHEET NO. 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 A SOIL SAMPLE MATERIAL, AND TO BE APPLIED FROM PROJ ECT ANALYZE FOR TO EACH ROC INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS � (PAM) APPLICATION, OBTAIN LOCATION, AND FROM OFFSITE APPROPRIATE PAM FLOCCULANT K S I LT CH ECK . 4 OUNCES OF SECTION AND OR EXCEEDS POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. INSET A CLASS B STONE H = 2' MIN � � 0 1 ` MIN 0 00 � �� 0 0 00 0�o 0 0 � Q � � � � � � 0 o O o o O o o O o o O o ��O n�O n�O n�O n�O � SECTION B-B NOT TO SCA�E EXCELSIOR MATTING � CLASS 6 STONE SHEET NO. EC -5 LOUIS BERGER 1001 Wade Avenue, Suite 400 Raleigh, NC 27605-3322 License No.: F-0840 ROADWAY PLANS N Z O N > W � P TING DETAILS SEEDLING / LINER BAREROOT PI.ANTING DETAIL HEAIJING IN 1. Locate a healing-in site in a shady, well protected area. 2. Fxcavate a flat bottom trench 12 inches deen and nrovide draina�e. 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. /.: ; -_ ::.�::_ :..°- : � ;:: -; . :: : ° _�- ::= ,_: : - //��..`:: ':=::':`:: :: " : ::..:.. : :..:: .: ^..:.:" . .;. _: ... �\/ .::;..'-::`;..'%:.-;..`_' �:_'.:--:--.`:=;..`:�-:.:; .. �� .�:: �.. > ..::: ._� ..:__�; ..:::..: ..::. : .. :. :: //�//\/ � //��//�// . �\�i\�i� �. � : . . . . . 4. Place a single layer of plants �/ ' i against the sloping end so that � the root collar is at ground level. // - I . - ,/,:.� _ �//��j\ =; .;'. . � � . .: :. . :... .: . :: .:. :.; ' ;. . . . �� . : /\�i\�i. . . . . . . 5. Place a 2 inch layer of well rottedy ' �, � sawdust over the roots maintaining / a sloping angle. � �� . ��;,,;:::::::-.:= :.:. � =; -:.._:;::�` = .:.° .,:....; ��/\/� , ,.' '- _'��:•� � .:. .V-. i��i�\�� .::. � �� . .. � : .. . . . �i ii : � . . : � //j. : �. � � : . . � : . � : /�/ � . . . . �.�i��i� . ;� . �. � . � . 6. Repeat layers of plants and sawdust as necessary and water thoroughly. DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR R 1. Insert planting bar as shown and pull handle toward planter. 4. Pull handle of bar toward planter, firming soil at bottom. � 2. Remove planting bar and place seedling at correct depth. 5. Push handle forward firming soil at top. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PLANTING BAR Planting bar sha11 ha�e a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Lea�e compaction hole open. Water thoroughly. � PROJECT REFERENCE NO. l7BP.l4.R.11l RrW SHEET NO. REFORESTATION TREE REFORESTATION SHAI.L BE PI.ANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. REFORESTATION MIXTURE, TYPE, SIZE, AND FURNISH SHAI.L CONFORM TO THE FOLLOWING: 25% LIRIODENDRON TULIPIFERA 25% PLATANUS OCCIDENTALIS 25% FR�NUS PENNSYLVANICA 25% BETULA NIGRA Reforestation: TULIP POPLAR SYCAMORE GREEN ASH RNER BIRCH 12 in — 18 in BR 12 in — 18 in BR 12 in — 18 in BR 12 in — 18 in BR Reforestation will be planted within interchanges and along the outside borders of the road, and in other areas as directed. Reforestation is not shown on the plan sheets. All non—maintained riparian bufFers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction contours and revegetated with native woody species. The entire Reforestation operation shall comply with the requirements of Section 1670 of the Standard Specifications. Reforestation shall be bare root seedlings 12"-18" tall. Reforestation shall be planted as soon as practical following permanent Seeding and Mulching. The seedlings shall be planted in a 16—foot wide swath adjacent to mowing pattern line, or as directed. Root dip: The roots of reforestation seedlings shall be coated with a slurry of water, and either a fine clay (kaolin) or a superabsorbent that is designated as a bare root dip. The type, mixture ratio, method of application, and the time of application shall be submitted to the Engineer for approval. With the approval of the Engineer, seedlings may be coated before delivery to the job or at the time of planting, but at no time shall the roots of the seedlings be allowed to dry out. The roots shall be moistened immediately prior to planting. Seasonal Limitations: Reforestation shall be planted from November 15 through March 15. Payment for Reforestation will be included in the contract bid price for Lump Sum for Erosion Control. REFORESTATION DETAIL SHEET �T��I��'r� - ��I�E ]E�TVI��T�VIE�T'I'�L iI�TI'� VI SHEET NO. RF —1 LOUIS BERGER 1001 Wade Avenue, Suite 400 Raleigh, NC 27605-3322 License No.: F-0840 ROADWAY PLANS RAL-WTILLITT-7,9/9l2014,G:\CKE Projects\CKE21004 Limited Services Division Offices\Group 3\550220\RoadwayU(SC\17BP.14.R.111_550220_XSC_EW_Volumes_Sheet_X-1A.xls PROJ. REFERENCE NO. SHEET NO. STATE OF NORTH CAROLINA 17BP.14.R.111 X-1A DIVISION OF HIGHWAYS NOTE: EMBANKMENT COLUMN INCLUDES BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY Station Uncl. Exc. Embt Station Uncl. Exc. Embt DET (cu. yd.) (cu. yd.) L (cu. yd.) (cu. yd.) ��+50.00 0 0 13+30.00 1 1 11 +60.00 1 0 13+40.00 1 1 11+70.00 2 1 13+50.00 1 1 11+g0.00 2 3 13+60.00 1 1 11+90.00 1 4 13+70.00 2 1 12+00.00 1 5 13+g0.00 2 1 12+�0.00 1 5 13+g0.00 4 1 12+20.00 1 4 14+00.00 6 0 12+30.00 1 3 14+10.00 6 0 12+40.00 1 2 14+20.00 6 0 12+50.00 1 1 14+30.00 6 0 12+60.00 2 0 14+40.00 3 0 12+70.00 7 0 14+50.00 2 0 12+80.00 8 0 14+60.00 2 0 12+g0.00 6 0 Station Uncl. Exc. Embt 13+00.00 6 g DET. REMOVAL 13+10.00 3 23 L (cu. yd.) (cu. yd.) 13+20.00 0 29 11+50.00 0 0 13+30.00 1 14 11 +60.00 1 1 13+40.00 3 0 11+70.00 2 1 13+50.00 2 0 11+g0.00 4 1 13+60.00 2 1 11+g0.00 4 1 13+70.00 1 2 12+00.00 3 1 13+80.00 0 2 12+10.00 5 1 13+90.00 0 1 12+20.00 6 1 14+00.00 1 0 12+30.00 6 1 Station Uncl. Exc. Embt �2+40.00 4 1 12+50.00 2 3 L (cu. yd.) (cu. yd.) 12+60.00 0 5 10+g0.00 0 0 12+70.00 0 5 11+00.00 0 0 12+g0.00 10 6 11+10.00 1 0 12+g0.00 26 6 11+20.00 1 0 13+00.00 31 3 11+30.00 2 0 13+10.00 21 1 11+40.00 2 0 13+z0.00 6 0 11+50.00 2 0 13+30.00 2 0 11+60.00 2 0 13+40.00 2 0 11+70.00 2 0 13+50.00 2 0 11+g0.00 2 0 13+60.00 2 0 ��+g0.00 2 3 13+70.00 1 0 12+00.00 2 5 12+10.00 1 5 12+20.00 1 5 12+30.00 1 5 12+40.00 1 4 12+50.00 1 5 12+60.00 0 10 12+70.00 0 13 12+80.00 0 10 12+g0.00 1 7 13+00.00 1 6 13+10.00 1 3 13+20.00 1 2 BM #2 -� STATION 8+43°009 15' RIGHTq 8 INCH SPIKE SET IN ROOT OF 20" POPLAR TREE, ELe 2318o86e � � , , , � , � � o � Q 0 0 � � � � ,.r, o N CLASS I RIP RAP & ��v� � o GEOTEXTILE (TYPe) �, M N z w � �� `� � I � � ��' Q z STAo 12+66091 —L— PROPOSED 16'-2" X 5'-1" ALUMINUM BOX CULVERT c , � , � 0 � U m a � 9 �� „O 2A/ N �� , � � , � 0 N N 0 � � • i � � � � —L— � FOR UTILITY INFORMATIONq SEE UTILITIY PLANSe � U � � � � i 0 N N O � � / � � + a� TOTAL STRUCTURE CIUANTITIES UNIT �� o cn �' REMOVAL OF EXISTING STRUCTURE LS c� m i � � N CULVERT EXCAVATION LS U � � ALUMINUM BOX CULVERT C� STAa 12+66a91 -L- LS 0 � FOUNDATION CONDITIONING MATERIAL 52 TONS 0 0, �� e> + CLASS I RIP RAP 15 TONS � a �� GEOTEXTILE FOR DRAINAGE 90 SY U `� > ,� � o N � � � m � � a� � +' N .� � i J W � � U O 0 N � W � � U � � � N + O U a� � ,o � �o � � � R. KNIGHT w N DRAWN BY : � N CHECKED BY : R. DeCOLA �� DESIGN ENGINEER OF RECORD o C.� I`n � �� Q J// o / �� o� / ,' �� S )5 ; , � HORIZo CURVE DATA PeIe STAo = 12+41e87 —L— 0 = 19 ° 3q'46a6" (LT) D = 35°48'35a5" L = 54a68' T = 27061' R = 160e00' VERTICAL CURVE DATA 40250% 50000% PoIo STAa = 13+60000 —L— ELo = 2322075' VC = 50e00' 60 ° 00'OOo00" , TAN TO CURVE PT STAo 12+68094 —L— EXISTING STRUCTURE � � GRADE DATA � ti � GRADE POINT ELEVATION C� STAa 12+66091 —L— �' BED ELEVATION C� STAo 12+66091 —L— ROADWAY SLOPES HYDRAULIC DATA DESIGN DISCHARGE FREQUENCY OF DESIGN FLOOD DESIGN HIGH WATER ELEVATION DRAINAGE AREA BASE DISCHARGE (Q100) BASE HIGH WATER ELEVATION = 2318079' = 2311065' = VARIES = 180 CoFoSo = 2 YEARS = 2316e50' = 1093 SQo MIo = 900 CeFeSe = 2319e88' OVERTOPPING FLOOD DATA — OVERTOPPING DISCHARGE = 264 CeFeSa FREQUENCY OF OVERTOPPING FLOOD = 2+ YEARS OVERTOPPING FLOOD ELEVATION = 2317020' LOCATION SKETCH R. DeCOLA DATE : AUG.2014 DATE : �AN� 2015 DATE : MAY 2015 15'-0" � �-- — L — I I I 15'-0" 15'-0" 15'-0" � i / /^\�/ � � � �� i � �_____— � ELo 231407 —�/ � � � I STREAM BED �� ELo 231304 � _ _ _l — — — � ELo 231306 � ---- i ELo 231300 ELo 231200 NOTES ASSUMED LIVE LOAD ---------- HL-93 OR ALTERNATE LOADINGo DESIGN FILL ---------------- 2e3'e FOR OTHER DESIGN DATA AND GENERAL NOTES9 SEE SHEET SNe THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILLa FOR BORING INFORMATIONqSEE GEOTECHNICAL REPORTa FOR ADDITIONAL INFORMATION REGARDING DRAINAGE9GRADINGqAND ROADWAYqSEE ROADWAY PLANSo THE DETAILS SHOWN ARE FOR GENERAL LAYOUT ONLYqTHE SUPPLIER SHALL PROVIDE DESIGNS AND DETAILS FOR REVIEW AND APPROVAL THAT MEET THE REQUIREMENTS OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS9 SECTION 12qAND ARE SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEERo UNLESS OTHERWISE INDICATED9THE SUPPLIER SHALL DESIGNqDETAIL9AND FURNISH ALL STRUCTURAL ELEMENTS AND HARDWAREe THE EXISTING STRUCTURE CONSISTING OF ONE 16'-6" TIMBER JOIST SPAN9 17'-1" CLEAR ROADWAY WITH A TIMBER FLOOR ON TIMBER PILES LOCATED AT THE PROPOSED STRUCTURE SHALL BE REMOVEDoTHE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR LOAD LIMITe 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 CONTRACTOR9THE CONTRACTOR SHALL HAVE NO CLAIM INHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOINN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITEe 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 ASPHALT WEARING SURFACE IS INCLUDED IN THE ROADWAY QUANTITY ON ROADWAY PLANSe FOR CULVERT DIVERSION DETAILS AND PAY ITEMqSEE EROSION CONTROL PLANSo THE CONTRACTOR SHALL STAKE OUT THE LENGTH OF CULVERT FOR ENGINEER REVIEW PRIOR TO ORDERING CULVERTe CONTRACTOR WILL MAINTAIN THE ALIGNMENT OF THE ALUMINUM CULVERT SECTIONS DURING BACKFILLo FOR SUBMITTAL OF WORKING DRAWINGSqSEE SPECIAL PROVISIONSa FOR FALSEINORK AND FORMWORKqSEE SPECIAL PROVISIONSa FOR CRANE SAFETY9SEE SPECIAL PROVISIONSa FOR GROUT FOR STRUCTURES9SEE SPECIAL PROVISIONSo FOR ALUMINUM BOX CULVERT, SEE SPECIAL PROVISIONSa THE CONTRACTORqAT HIS OPTION9MAY USE CAST—IN—PLACE HEADINALLS AND ENDWALLSoCONTRACTOR IS RESPONSIBLE FOR SUBMITTING DESIGN CALCULATIONS AND CONSTRUCTIONS DETAIL TO THE RESIDENT ENGINEER FOR APPROVALo FOUNDATION NOTES THE CORRUGATED ALUMINUM BOX CULVERT AT STATION 12+66e91 IS DESIGNED FOR A FACTORED RESISTANCE OF 2 TSFoCHECK FIELD CONDITIONS FOR THE REQUIRED RESISTANCE OF 405 TSF JUST BEFORE PLACING CULVERTo EXCAVATE 1 FOOT BELOIN CULVERT AND REPLACE INITH FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE WITH SECTION 414 OF THE STANDARD SPECIFICATIONSa PROFILE ALONG � CULVERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �,.�`�� C ARp''�., ♦ .•••......� I `�� QQ.�oFESSI ••�� ?' QQ o�4! : i - i SEAL � _ �j : � : Do V � �� : � . ` �� e �� .Q ��3/21/2016 °� a ��i� i i � ►�►e `��` THE LOUIS BERGER GROUP, Inc. � 1001 Wade Avenue, Suite 400 ' Raleigh, NC 27605-3322 NC COA No. F-0840 PROJECT Noo 17BPo14oRo111 MACoN couNTY STATIONo 12+66091 —�— SHEET 1 OF 3 REPLACES BRIDGE Noe220 STATE OF NORTH CAROLINQ DEPARTMENT OF TRANSPORTATION RALEIGH 16'-2" x 5'-1" ALUMINUM BOX CULVERT ON SR 1351 AT M ATLOCK CREEK BETWEEN SR 1353 AND END OF ROAD REVISIONS BY: DATE: N0. BY: DATE: SHEET N0. C-1 TOTAL SHEETS 4 C � � N O U m a � � � 0 N N O � � / � N � � � U � L � � / O N N O � � / M Q � - O � C� � / ` � � N� U� � � O C O �� .� 0 - c� = N U ` .> � � � � ( � ( � ` N� +— � .� ( J L � ( O O � N _ W - Y � U / � � � � � U N� .� O � c � � c W � � � U � / . C.� f C � � � O U m a � � � 0 N N O � � / � N � � � U � L � � / O N N O � � / � Q � - O � C� � / ` � � N� U� � � O C O �� o� 0 - c� = N U ` .> � � � � ( � ( � ` N� +— � .� ( J L � ( O O � N ' W � � U � / � � � � � U N • ,� O � c � • c W � � � U � / . C.� f � c � � z � � � � � � 0 N N 0 � � i � � � � � U � � � � i 0 N N 0 � � i � M + a� � � o cn � � c� m i � �� r' U N _ � � � 0 � o� �� ) U o ± a � — a� � �- U `� >i L.� � Q N � � i m � � N � +' N •� � i J W � � U O O � N � W � Y U � / � � N + O U N �-' .� O � l9 � �--' O W N � \ U `-' / N � �� REV.6-16-95 REV. 8-16-99 DESIGN DATAo SPECIFICATIONS — — — — — — — — — — — — — — — LIVE LOAD — — — — — — — — — — — — — — — — — IMPACT ALLOWANCE STRESS IN EXTREME FIBER OF STRUCTURAL STEEL — AASHTO M270 GRADE 36 — AASHTO M270 GRADE 501N — 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 MATERIA� AND WORKMANSHIPo AvAeSeHeTeOa (CURRENT) SEE PLANS S E E AaAoSoHaToOo 209000 LBSa PER SQe INe 27,000 LBSo PER SQo IN� 27q000 LBSe PER SQa INe 249000 LBSe PER SQo IN� 1q200 LBSa PER S�o INo S E E AoAoSoHeToOa 1q800 LBSe PER S�e IN� 375 LBSe PER SQa IN� 30 LBSo PER CUe FTe cMINIMuM� EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS9 ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE INITH THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N�CoDEPARTMENT OF TRANSPORTATION� STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLEDe CONCRETEo UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THATa CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES9 ABUTMENT BACKWALLS9AND APPROACH SLABS,AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAPo CONCRETE CHAMFERSo UNLESS OTHERWISE NOTED ON THE PLANS9ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONSa TOP CORNERS OF CURBS MAY BE ROLJNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMSq CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS9AND CORNERS OF EXPANSION JOINTS IN THE ROADINAY FACES AND TOPS OF CURBS AND SIDEINALKS SHALL BE ROUNDED TO A 1/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANSe DOWE�So DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONSqSHALL BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH l02 CEMENT MORTARo EEM (�) RGW REV. 5-7-03 R�y�y (�) JTE REV. 10-1-11 MAA (✓) GM R�y�y (�) LES REV. 5-1-06 TLA (✓) GM STANDARD NOTES ALLOWANCE FOR DEAD LOAD DEFLECTION9 SETTLEMENT9 ETCoIN CASTING SUPERSTRUCTURESo BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOINN ON PLANSo SLABS9CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVEo 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 PLANSo IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES9ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOWN� INHERE 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 CAMBERe WHERE BOTTOM OF SLAB IS IN LINE WITH BOTTOM OF TOP FLANGES9DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTIONqVERTICAL CURVE ORDINATE9AND ACTUAL BEAM CAMBERe IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS9AN ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONSqSETTLEMENT OF FALSEINORK9 AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOINNo AFTER REMOVAL OF THE FALSEWORK9THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEERe DETAILED DRAWINGS FOR FALSEINORK 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 STARTEDo REINFORCING STEELo ALL REINFORCING STEEL SHALL BE DEFORMEDa DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANSo DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANSo INIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANSo INHEN 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 PIECESa STRUCTURAL STEELo AT THE CONTRACTOR'S OPTIONqHE MAY SUBSTITUTE 7/8"QS SHEAR STUDS FOR THE 3/4"QSSTUDS SPECIFIED ON THE PLANSo 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"Qf STUDS ALONG THE BEAM AS SHOWN FOR 3/4" QS STUDS BASED ON THE RATIO OF 3— 7/8" QS STUDS FOR 4— 3/4" Ql STUDSe STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDEDo THE MAXIMUM SPACING SHALL BE 2'-0"0 EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATE9THE CONTRACTOR MAYqAT HIS OPTIONq SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EDUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND DO NOT EXCEED A WIDTH E�UAL TO THE FLANGE INIDTH LESS 2"OR A THICKNESS E�UAL TO 2 TIMES THE FLANGE THICKNESSo THE SIZE OF FILLET WELDS SHALL CONFORM TO THE RE�UIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE"o ELECTROSLAG WELDING WILL NOT BE PERMITTEDo 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 EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING9 OR METALLIZINGa HANDRAILS AND POSTSo METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURBqUNLESS OTHERWISE SHOINN ON PLANSa THE METAL RAIL AND TOPS OF CONCRETE POSTS USED INITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURBa METAL HANDRAILS SHALL BE IN ACCORDANCE INITH THE PLANSo RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILINGo CASTINGS SHALL BE OF A UNIFORM APPEARANCEo 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 OBTAINEDaCASTINGS INITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL NOT BE ACCEPTEDoCERTIFIED MILL REPORTS ARE RE�UIRED FOR METAL RAILS AND POSTSe SPECIAL NOTESo GENERALLYqIN CASE OF DISCREPANCY9THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS9BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREONqAND SPECIAL PROVISIONS SHALL GOVERN OVER ALLo SEE SPECIFICATIONS ARTICLE 105-40 JANUARY9 1990 STDo Noa SN