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20151218 Ver 1_07 P4405K_PERMIT DRAWINGS_20151120_20151123
k li�;l 1�� <14' North Carolina Department of Transportation S L[?l"l l itYcltPf � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 62000.7.STR28T1B TIP No.: P-4405 K County(ies): Orange Page 1 of 2 General Project Information WBS Element: 62000.7.STR28T1B TIP Number: P-4405 K Project Type: New Location Date: 3/27/2015 NCDOT Contact: Dan Havener, PE Contractor I Designer: HDR � ICA Engineering / Trent Cormier Address: 1556 Mail Service Center (Mail) Address: 5121 Kingdom Way, Suite 100 Raleigh, NC 27699-1556 Raleigh, NC 27607 862 Capital Bivd (Delive Ralei h, NC 27603 Phone: 919-715-8797 Phone: 919-900-1608 Email: dhavener ncdot. ov Email: tcormier icaen .com Cit ITown: NA Count ies): Oran e River Basin s: Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.832 mile Surroundin Land Use: Primarily residental areas Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 3.0 ac. NA ac. Typical Cross Section Description: 2 lane asphalt concrete surface with 10 ft wide lanes for -L- Brydsville Road, 2 lane Aggregate Base course with 6 ft wide lanes for -DR1- and -DR2-, and 2 lane existing asphlat pavement with 9 ft wide lanes for -Y- Byrd Road. Annual Avg Daily Traffic (veh/hr/day): Design/Future: New Location Year: NA Existin : NA Year: NA General Project Narrative: NCDOT proposes to replace the existing at-grade crossing (Crossing No: 735 189T) providing access to a large subdivision of permanent and mobile homes, near Hillsborough, (Description of Minimization of Water Orange County, NC. The crossing is located at railroad milepost Norfolk Southern / NC Railroad H 43.89, approximately 400 feet sorth of the intersection of Old NC 10 (SR Quality Impacts) 1710) and Byrdsville Road. No features within the project study area have been designated as Outstanding Resource Waters (ORW) or as trout water. There are no designated anadromous fish waters or Primary NurseryAreas (PNA), designated High Quality Waters (HQW), water supplywatersheds (WS-I or WS-II), 303-d listed waters , or monitoring sites within two miles downstream. Work includes placing 2@ 10' x 6' RCBC within UT to Stony Creek. To minimize water quality impacts, roadway drainage from the south is dissipated well outside of the stream's buffer zone, 1- 2 ft sills will be placed within the barrels at inlet and outlet, sills will be backfilled with native material, and sediment control measures include stream bank stabilization and toe protection with PSRM. Waterbody Information Surface Water Body (1): Stony Creek NCDWR Stream Index No.: None NCDWR Surface Water Classification for Water Body Primary Classification: None Supplemental Classification: None Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: No effect: RCW, Michaux's sumac & smooth coneflower. May Affect/Not Likely to Adversely Affect: Dwarf-wedge mussel. NRTR Stream ID: SB Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) 1 31�;31�t'�lw° North Carolina Department of Transportation �'���.117��"���� Highway Stormwater Program '�';,I STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 62000.7.STR28T1B TIP No.: P-4405 K Count ies : Orange Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Drainage Pipe/Structure BMP Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 6 50+00.00 RT (1)Stony Riprap Apron / Pad Class'B' 1.7 Pipe 18 5.6 3.2 No Creek Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � m L �� 3 E� Q� � L YI � � � a rn .3 0 0 , a `c � � 0 . c Vw z �' � z� aa w� w � Z- oz° �w� a= s�� � 0 � � � ., � V W 0 � � � � • � � V � � O V See Shset 9A For Index of Sheets See Sheet 9B For Conventlonal Symbols NOTE: THIS PROIECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES OJ�� � \ o�� =v y��� tiv � O t � v , ,yv � � Q�v/ � �s�� , �� �i� BEGI11t TIP PROJECT P-4405 K PC STA 10 + 19. 76 -L- NCDOT CONTACT: DAN HAVENER, PE PROJECT MANAGER � " I � '� ' I � I � C�> I � ' (�) I'� � I � I I � � '� I'� (�) I . I . � '� I'� '� I I II) I�� I� I(�> .�� �� ORA1�lGE COU1�lTY LOCATI011L• BYRDSVILLE ROAD - EXTE11lS10111 FROM 111S/11tCRR TO 1VC 86 A1VD CROSSI11tG CLOSURE TYPE OF WORK GRADI11tG, PAVIIVG, DRAIIVAGE AND CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT END CONST DRI- STA. Il +45.67 E1VD TIP PROJECT P-4405 K POC STA 54+1S.16 L ---�� ----, . I ; I ; � /�� / i ,i \ / v SITE 1 � � tis ��� 9� _ �� 1� �.- `` �.� i i 5 �i �� �/ I` Ij _ � I I II_---__ I �; � I I�� � � � _ DESIGN EXCEPTION REQUIRED , �� % I i i� I � � L�� BEGIN CULVERT -L- STA. 51 + 43 +/- 0 �� � ,. ��°�� �� F� � � � � � 0 �o OD N o� zz �r�'���i'�;�i �����4����� �i�•_l���rri���•#�� � w:�t�i'�i►•�i�i�'ir��:�l•�'�1'��''�� � �� ����� _ ��� -Y- STA.12 + 58.43 END CONST -Y- STA.13 + 11.75 STA.10 + 00.00 -DR2- STA.10 + 85. 91 BEGIN CONST DR2- STA. IO + 00.00 E11ID CULVERT P ER � -L- STA. 51 + 63 +/- GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�epored ln tl� Offlce of: S�Z� K h� �� Y HYDRAULICS ENGII�EER �� s��«,�o' 'd , .4�T �2��'rJ�= 4�0 uateixn,NCZ�em 5o z5 0 5o ioo AoT = Engineering\�L MV ��� � D H V = % 2012 STANDARD SPECIFICATIONS PLANS p_ o�o LENGTH ROADWAY TIP PROJECT P-4405 K= 0.828 MILE �E *. sicxaruns: �7 DEPART�fENT OF 50 25 0 50 �oo T- %* LENGTH STRUCTURE TIP PROJECT P-4405 K= 0.004 MILE RIGHT OF WAY DATE: DAVID C. WALLER, PE � �RA3�T�4pORTATI03Q � V= 30 MPH MARCH 11, 2015 PRO�scz Excrxcca ROAENGINEERSIGN RAIL DIVISI�N PROFILE (HORIZONTAL) *�gT = TOTAL LENGTH TIP PROJECT P-4405 K= 0.832 MILE E�f�I�iEERIN(3 �OORDI�TATIO�i �0 5 0 i0 2p * DUAL = LETTIIYG DATE: ALEXANDER D. SNIDER, PE A�TD Q(A�FETY FUNC CV1SS =SUBDIVISION MARCH 22, ?O�6 PROfECT DESIGN ENGINEER `Ll� PROFILE (VERTICAL) SUB REGIONAL TIER r.E. SIGNATURE: V Z � Z w z �� sz � "' s� WETLAND AND SURFACE WATER IMPACTS PERMIT �• � •• �• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � . � � END TIP PROJECT P-4405K -L- POC 54 + 15.16 �e � � \ �� Z �.... \ � , -. � : P '� r���, :�,� d��< \ \ �:. . -siy�'o � \ � a \ �� � \ ��� .,:�J���JG� . N DRl- POT /2+22.46 � � � �,�, " ��a ' � �� �� � � o ir \ F- N / � /� z o /����',// � �� dp � & o - �� �' -DR/ PT llt5L23i l °' ° � / � w /i� ///� _ \ SPECIAL CUT �JI1�CH �� �\ _' /� / � `� $EE DETAIL p'I I _= /�- � \� - - - - - � -L- PT 55+54.48� � /O ' � . � : �AECI�L CUT �TCH \ � LR/L DE-SAC 1 �� ��D TAIL K^^ 4' ininn \��Y4 � oJrd , SITE 1 I I PLAN VIEW ' -L- PC 53�%08.67 � LEGEND � SEE ENLARGE� AREA � Nc �Rio S, EET 6A NAQ 83iNSRS 2007 � DENOTES TEMPORARY � SURFACE WATER IMPACTS ROGER L.BYRD.SR. KAYE D.BYRD ;' DB 3320 PG 23 . � �DENOTES PERMANENT StJRFACE WATER IMPACTS SITE I� I ' \\ ,` -L- PT 5/+33.32 N I 30 L T � IMPRO F�AS �S � � �. _.'c "� � � - �: � /( . LLS IN 50 TH IB�C � _ '� q7 INLET ��f' ' � a _. r r - — / 2 I � I^ J 2 (? n vl � � � � / Toe[rk' recno �" � � BM 3 � ` ,, . , , ... � W�p� � i".i Z ILLARD R. CATES ELEV=599.42' �'� I �� � � �l1SAN F. CATES -BL- STATION 46+q9,00 79' LEFT "�, , ; �� � .,. I °_� �/���. ; w DB 3573 PG 409 RR SPIKE IN BASE OF IS' wHITE OAK �"\ \ � W �- PB 49 P6 113 �. �j� D. BYRD ��j � � PB 39 PG 169 � DB� 49 ��7 0 N � N � W . . . � GR / :,.. C • �, , / ,} w ( .� �f ROADWAY CU14_ ITCH . �-- SPECIAL�CUT DI�iGJ'i ^V' � N SPECI�4L CUT CH X' W/PSRM � `y! PSRM �//LT \ ` SEE $ETAIL A K SEE DETAIL E � � -�Y�-'�f� DETA1L C � � /� s -r'� ��s� �4: IVILLARD R. CATES � � �� �� O /� � ' � �, 5� SUSAN F. CATES � � s � ., - � .' o. T - : I �1 .�� PB�49 PC It37 ��� \ ��'Q9 �4 �, � I � _ '__��r9TR Ij 3 �� �- � I REMIOVE � " . �. . `42 � - RCikCDWAY CUT D1iEH� . r. . � . r _ _ INV= . � � "i ',') HTR _ -,W/PSRM �. �, E � FULL OF EBRIS ��� �: �� � �SEE DETAIL E � �NV=595.5 � I m � ,eyeMOV� .;�i, : i��. srean� cur oircH 5 m .. � / A��E I I . ;; W/PSRM I� � , ii � _ _ — —VAR:GA' -. 5 ; _ '_ _ _ . _ (/i ' � � - - �...F �. REF � 909 J � � �R Ro � - � � � /0 � 94.15. .. -�- ._�..,.,,` h � J� . ,.. I "�.-+Ke__ �� �_ �l9GR� ' I � . �� � �_ I� -`� HTR �. S4 _ � � G t W N TAII V' OITGN S � SEE DETAIL B. I I i�� �� SIOPE = 1'2% DDE = 3 4Y CLA55 B RIIE RAP � � EST 3 TON�' I I� � _ ❑��, %�`-' EST 70 SY GT � _ �.- . . � i I -L- PT 4/+20.30 '� � SEE DETAIL C � �. � �:' . ��?+ ' / E l � ��� �,_ �i �REMOVE _F � D� __= � � LT: / I°K � � � <� � � I �yiLr�-- � / / r^ / /� �t ILLARD R. CATES � � �, �SUSaN F. carES � i DB 368 PG 622 � / 44+33A1 � 14 PG 190 ,__�' � � =L- I ��� 5121K��h�nuWny, 5 t-100 Ral gl N<' 276f17 Engineering v°' ��� r�°�°� i � � � a5 �d o0 \ � � -` U � � S� 0�° ��' , ��,�P�� . / INV=51 U � �: PROJECT REFERENCE NO. SHEET NO. P-4405 K 6 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I�T��IPLE E FLANy� DO NOT OSE FOR 0 W ACQUI3ITION �REII.I�II�V RY 1'LA�T�4 DO NOT USE PO CONSTAUGTION / ! � ` �. �. DEPT.OF TRA�T�PORTATTON ��� � DIVI�IO�T OF HI(3HWAYy� �+ a� �� ORA�T(3E �'OII�7TY �� PttOJ��i �aPp�.7'�T�t�T1B �-.e.aQ� $) �y'' \ BYRp�VILLE �iOAD - EXTEN�IUN � � r ' � I/�.�� ��`'��, � �y�'y e,, �;�' RRO�1 �Tt9/�T�`RR TO N� �f� � A�TD CR0��4I�T� fcLO�URE � " � Q ,� � � �a�r E- l���, c, o � a �� � Q �HDET OF �� I� om W -� �� �� � PERMIT DRAWING � � � � SHEET OF GLI . ,�ma�� . � — — . . �y� '• i ; � �ii �,. . I. �� � �, � � ��i���l / c/ m � . ��>��� ��%/ : ��! / • ' '' ' � � .� �, � � i; • � / �,.;1 '� �,'�;/ _ \ ° �, �//% � � �t, _� ,; � ' r� �' � � ii� � ., ! ` � �� ;I� �� � �w ��-�"�� ♦ � % . � C�l�� t�j�i�ll�'��,�`�� i.Y �\ " \ TAIL 'V' DITCH W/CLA55 B RIPR SEE DETAIL J E5T 4 TONS EST 12 SY GT DDE - 1 CY SLOPE = l.8% \ _i _ a G v 20' X 10'PSRM +64.2 "1 FOR DITCH ��� � TRANSITION SPECIAI. CUT DITCH - � $EE DETAIL A ►�ILLARD R. CATES \ +58.82 -' $�A�F. CATES _�a.a6 ,�, _�! DB 4 5 PG 35T � PB 49 PG IS ��:,-W/L7 `�1 ��� � � m , ��i p � SPKIAL CUT DITCH W/PSRM W , SEE DE7AIL C � — aaa , oK -L- PT 48+45J0 �ILLARD R. CATES W A'GR � SUSAN F. CATES s�^'� I — HTR �7 DB 368 PG 622 '" so.00- PB W PG 190 a w ° � I 'i°k .. �� a<s I � i ��� lal iwr— lo� : �o :I \ a � P � \ , , �.. � \ \ \ `� \� \ \� \� . �� _ '., \�\ - R2 RT urtc- rvi v-ronnw DALLAS K. NEyILL \� \� SHIR�EY B. NEyILLE � \ ' �EAN K. NEyILLE \ \ ADNBD 1841 PG 208LE � � � 1'HIGH 514L5IN� ORTH BARRE4\\\\ AT INLET AN .�T Z { �� 2' LA7ERAl BASE DI7CH . 1 W/PSRM ���,; SEE DETAIL G �� LF OF O ET � "'-/ WNEL IMPR� EMENT .� � TONS C 5 II RIP RAP � �5 SY GEOTES( ILE �. �/ 5 — �� r� l � � w�, PB 39 PG 169 FOR -L- PROFILE, SEE SHEET 9& 10 FOR -DR7- PROFILE, SEE SHE FOR -DR2- PROFILE, SEE SHEET 11 FOR CULVE �T PLANS, SEE SHEETS C-1THRU ` C-5 � INLET CHANNEL (LOOKING DOWNSTREAM) J � (NOT TO SCALE) /l 2 @ ldx6'RCBC / ` � / TE sius ro ae �ocnreo AT THE INLET AND �? � oun�r oN�r //� A� .. l" SILL BACKFILI WITH NATIVE MATERIAL PER SPEC.(1YP.) CULVERT BURIED 1 0'-10 BACKFILL WITH NATIVE � EXCAVATION MATERIAI PER SPEC. 1' SILL E%CAVATION = 30 CY NOTE coa cu� coNOinoN use OUTLET CHANNEL CL455 � RIP RAP FLOOD BENCH 90RDER WITH NATURAI GROUND �o�ER w�,� �o�R (LOOKING DOWNSTREAM) FIBER MAT INSIOE BOR�ER iH Fiu coNOinoN use cuss (NOT TO SCALE� / 1 RIPRAP FILL THROUGHOIIT, WITH NATIVE BE� MATERIAL FILLING THE VOID$ ON TOP. 2�a 10 x6' RC6C / �1 /� _ � SILLS TO BE LOCATED CLA55 I RIP RAP � AT TME INLET AND 2 Ff THICK .,d ,�� OUTLET ONLY GEOTE%TILE z UNDERNEATH (TYP.� �/Ay�, ' ry]'SILLBACKFILLWITH NnTiVE � MATERIAL PER SPEC. �TYP.) CULVERT BURIED �' �'-10' BACKFILL WITH NATIVE MATFRIAL PER SPEC. 1 SILL � EXCAVATION EXCAVATION = 45 CY CL455 I RIP RAP - 60 TONS GEOTE%TILE = 65 SV — — — DETAIL G LATERAL BASE DITCH � No� �0 5<ale� b G�u.al aun ?'I p '� 1"hr. Slope d PSRM B Mn.D= 1.5 Ft. Mux. d= 1.5 Ft. �wn�� e�. < a.o� s z Fr, Type o! L ne� PSRM b- 5 Ft. FROM STA.511�51 TO STA.53+75 -L- RT DETAIL F TOE PROTECTION �NOr�a s�aie� o� 1'�(lE�' cxouNO b F d d-- 1 Ft, F 6= 5 f�. s�orE Type of Liner- PSRM FROM STA.50+60 TO STA.51+37 L LT FROM STA.51+73 TO STA.52+90 L- LT z 0 � > � � s V Z WETLAND AND SURFACE WATER IMPACTS PERMIT / / � � / � � � � � � � � � � .�■ � SITE 1 ENLARGED PLAN VI EW '�� 5121 Kingdom Wey. s��c� ioo Raleigh, N(: 276f17 Engineering �'�''`"°"�° "`02'� Nq� 83� GRIO N��� 200� PROJECT REFERENCE NO. SHEE7 NO. P-4405 K 6A RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ���,��r� RY pL.��v� DO NOT USE PO CONSTAUCTION �. �. DEPT.OF TRA�T�PORTATTON DIVI�IO�T OF HI(3HWAYy� ORA�T(3E �'OII�7TY PttOJ��i �aPp�.7'�T�t�T1B �-.e.aQ� $) BYRp�VILLE �iOAD - EXTEN�IUN RRO�1 �Tt9/�T�`RR TO N(,` �f� A�TD CR0��4I�T� fcLO�URE �HIiET OF PERMIT DRAWING SHEET _ OF _ ��C{� �EGEND �DENOTES TEMPORARY SURFACE WATER IMPACTS DENOTES PERMANENT ' � � SURFACE WATER IMPACTS l I I l I I I I I I I � I I I I�l // I� \\\ \� �/ \\\ \� `\ \�b U,.\\ ���'��1��y �� �� A �q\ r /� / g 5121K'��;��>m\Nny, PROJECT REFERENCE NO. SHEET NO. � e55 ��__� i i v` � t� � i �`'� 1�� P-4405 K 6 WETLAND AND SURFACE WATER IMPACTS PERMIT -',' ' � ; ' ' � � � � ', � � � � ' " , , -, � � , , , �9 , � d� , �, . / I I I I I � I I I I I l I � � � I I �D ' ���'�/�' VA�� � Rel � I�NC.27F07 � - I � L� 1 ��� R ILW SHEET NO. .� � � l I I 1 I � I� I I I I I� � �� _ , �� A � ��� l � .. 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I BEGIIV CULVERT � 590 —�STA. 51 + 43 +/— o � wv �d E111D CULVERT � � 5so �L— STA. 51 +63 +/— W �, I I 570 PROPOSED GRADE LINE�� I � I Pl = 52+00.� � 560 � EL = 549.00' \ � ` VC 328' � K=26 \ �% � DS = 25 �IPH �� EX� 0 ° 550 �� Si /�_,,���p/� 620�,- ` — ���+1�'"" , E)' " � REMOVE EXISTING S��:L�� � � � i 48" RCP � rsiu .� �_55%_E���''/ i�m �+ . � 540 � � � , S�«� o o z ,� � , .e.. ' =F . � 10' x 6' RCBC F�. J W N _ � Iff N� t/1W m, ` 530 ~+` � 3 0 �, aW NW � W J m �„ 0 � 520 0 > I U W I Z N � � 510 � aa Iw Z= �� o oZ h �2 � n �� � � ��� � i � STING 6ROUND LINE CULVERT HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 550.7 fT BASE DISCHARGE = 950 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 550.93 FT OVERTOPPING DISCHARGE _ 1266 CFS OVERTOPPING FREQUENCY= 500— YRS OVERTOPPING ELEVATION = 554.3 fT SV� — 51 52 �SITE� 53 PROJECT REFERENCE NO. SHEET NO. ��� siux���saomw2�, I p-4405 K l0 s��e� ioo Raleigh,NC27607 ' ROADWAY DESIGN HYDRAULICS Eng�nee�•�ng NCLicenseN�,: h�oz�a I ENGINEER ENGINEER 3�T. �`. DNRT. OF TRAN@PORTATIUN I DIVI�LON OF ffi�HWAY� ��LI1vII�T RY �LA�T� ORA��E �OII�TTY W NOT USE FO CONSTRUCTION PROjE�14�.7.�Tit2�T1� �-�(��C Bj $YRD�VILLD itOAD - E%TFSN�IUN � ��� ��/��� � �� � SH E�T � OFING � �'�� ��� G LI S �HEI�1T OF r FOR -L- PROFILE, SEE SHEET NO. 6 FOR CULVERT PLANS, SEE SHEET C-1 THRU C-22 600 590 580 570 560 550 540 530 520 510 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L-51+31 TO 51+66 2@ 10' x 6' RCBC < 0.01 < 0.01 32 31 BANK STABILIZATION 0.01 56 TOTALS*: 0.02 < 0.01 88 31 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 � m s �� � E� Q� � L YI � � � a rn .3 0 0 , a `c � � 0 . c Vw z �' � z� aa w� w � Z- oz° �w� a= s�� � 0 � � � ., � V W 0 � � � � • � � V � � O V See Shset 9A For Index of Sheets See Sheet 9B For Conventlonal Symbols NOTE: THIS PROIECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES OJ�� � \ o�� =v y��� tiv � O t � v , ,yv � � Q�v/ � �s�� , �� �i� BEGI11t TIP PROJECT P-4405 K PC STA 10 + 19. 76 -L- NCDOT CONTACT: DAN HAVENER, PE PROJECT MANAGER � " I � '� ' I � I � C�> I � ' (�) I'� � I � I I � � '� I'� (�) I . I . � '� I'� '� I I II) I�� I� I(�> .�� �� ORA1�lGE COU1�lTY LOCATI011L• BYRDSVILLE ROAD - EXTE11lS10111 FROM 111S/11tCRR TO 1VC 86 A1VD CROSSI11tG CLOSURE TYPE OF WORK GRADI11tG, PAVIIVG, DRAIIVAGE AND CULVERT BUFFER IMPACTS PERMIT END CONST DRI- STA. Il +45.67 E1VD TIP PROJECT P-4405 K POC STA 54+1S.16 L ---�� ----, . I ; I ; � /�� / i ,i \ / v SITE 1 � � tis ��� 9� _ �� 1� �.- `` �.� i i 5 �i �� �/ I` Ij _ � I I II_---__ I �; � I I�� � � � _ DESIGN EXCEPTION REQUIRED , �� % I i i� I �i L�� BEGIN CULVERT -L- STA. 51 + 43 +/- 0 �� � ,. ��°�� �� F� � � � � � 0 �o OD N o� zz �r�'���i'�;�i �����4����� �i�•_l���rri���•#�� � w:�t�i'�i►•�i�i�'ir��:�l•�'�1'��''�� � �� ����� _ ��� -Y- STA.12 + 58.43 END CONST -Y- STA.13 + 11.75 STA.10 + 00.00 -DR2- STA.10 + 85. 91 BEGIN CONST DR2- STA. IO + 00.00 E11ID CULVERT P ER � -L- STA. 51 + 63 +/- GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�epored ln tl� Offlce of: S�Z� K h� �� Y HYDRAULICS ENGII�EER �� s��«,�o' 'd , .4�T �2��'rJ�= 4�0 uateixn,NCZ�em 5o z5 0 5o ioo AoT = Engineering\�L MV ��� � D H V = % 2012 STANDARD SPECIFICATIONS PLANS p_ o�o LENGTH ROADWAY TIP PROJECT P-4405 K= 0.828 MILE �E *. sicxaruns: �7 DEPART�fENT OF 50 25 0 50 �oo T- %* LENGTH STRUCTURE TIP PROJECT P-4405 K= 0.004 MILE RIGHT OF WAY DATE: DAVID C. WALLER, PE � �RA3�T�4pORTATI03Q � V= 30 MPH MARCH 11, 2015 PRO�scz Excrxcca ROAENGINEERSIGN RAIL DIVISI�N PROFILE (HORIZONTAL) *�gT = TOTAL LENGTH TIP PROJECT P-4405 K= 0.832 MILE E�f�I�iEERIN(3 �OORDI�TATIO�i �0 5 0 i0 2p * DUAL = LETTIIYG DATE: ALEXANDER D. SNIDER, PE A�TD Q(A�FETY FUNC CV1SS =SUBDIVISION MARCH 22, ?O�6 PROfECT DESIGN ENGINEER `Ll� PROFILE (VERTICAL) SUB REGIONAL TIER r.E. SIGNATURE: w � � � f» � � w � BUFFER IMPACTS PERMIT , , / / , / • ■ ■ ■ ■ ■ ■ . ■ . ■ .�. � END TIP PROJECT P-4405K SITE 1 -�- Poc 54+15.16 PLAN VI EW O / F- (n / y / Z // // � / / � ,/ i�� ° � � -DRl �o , � /� � �% � mw � � / \� Si �/ //, . � C,� � —� � -L- \ i io `; — LEGEND � -L- PC 53�%06 —ez t— RIPARIAN BUFFER ZONE I (30') I nl —ez 2— RIPARIAN BUFFER ZONE 2 SEE EN � � (20') NA� 83/NSRS ROGER L.BYRD.SR. 2C�' ALLOWABLE IMPACTS ZONE I KAYE D.BYRD (ROAD CROSSING) � ALLOWABLE IMPACTS ZONE 2 SITE I (ROAD CROSSING) -L- PT 5/+3c �s — I^ / v, / i � — — � � � BM 3 �.._;. `� ' Z ILLARD R. CATES ELEV=599.42' � 1'� . � �l1SAN F. CATES -BL- STATION 46+q9,00 79' LEFT w RR SPIKE IN BASE OF IS' wHITE OAK \ . w \ , 2 �i ��J W X .. W k \ ROADWAY CU14_ ITCH N . SPECI�L CUT � CH k', � W/PSRM SEE $$$ETAIL A K SEE DETAIL E ' � /� � ILLARD R. CATES s s- �y � � � - � I.� � 3I s �4� �SUSAN F. CATES O 1 � - T `ta' X � � �/ m .' p - ,., 4 eTa � --1"`��3 �- ` � REMOVE� ��� ` ' �-`__ ra�"Y Ni�x-- "�; 4� �..-. -g '� �. � ri �, i HTR � � � � I� � � � R q °E E � � � � +�� � srean� cut oiTCH I� 5 e 5 \ I I a? I1 ;1 W/PSRM _ _ — �,� �Q V�.G `-, i � I � .;�;.::- _ " -- .�, ' I ' SEE DETAIL C — _�'�� � nREF . N � � ` �, 909 \ I � . � � � �� �_ � BYR qp � �-' � � . � ' _ J — � � � w' S � I - _ ��Im E � Q .>"" � � �\ �: 0 �I['- Q � ..., ... � � W F .. ��+e.,�` \l 2 _ � ..� _ Z ' ... . K � � � .. ��—_ — �' � � J , l9GR� .�:� ^, � � � AS PER PB 9 PC� _ � �_,� _�a.i� N3 I � _ I' _.� HTR . -•.E e�.,a.p V ... _� " I L�� . � � � ; _ � � _ �D� --- X . w W u I TAII 'V' DITGH S . � $ � a � . .. / I SEE DETAIL B. � IDK ' � � SIOPE = 1'2"o I - -- � ,n, � " 'I � O.A DDE = 3 �Y I '� t,y �' � /I25' CLA55 B RIIE. 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SHEET NO. � 8 sizix�ha�>«�way, p-4405 K 6 PPQQ '� S t- 100 Ral gl N(' 276f17 WW SHEET NO. �/ Engineering vpr .�: r�oz�a ROADWAY DESIGN HYDRAULICS ' ENGINEER ENGINEER � -`�, � I�T�O�►qPL �� E PLA�T� � V �Z v\ DO NOT U9E POR /W ACQUL9ITION � � a � ypD�y �,( �T p ♦�T I \� `li� �\�I c��` _� r1U%Y/TY�lI1V R1 �L1T1V� �ld � ~r�\��0� 1� �; DO NOT U3E PO C0�3TAUCTION �y� � � �� � . �i U s<`� � BUFFER DRAWING � , '�� � � � , � i SHEET OF I �P,� � � ; a — — GLIS '{ . � INV 5635�� _ / r_ _ z � -- �� �', \ � �\`�`�f � 50 X151 M o' � \ / / / /J �G - \� �,�yZ„ FOR DIT 2��� �-� x � STRANSITIO n � W \ � � �� � � �-� � Q r �. � �., �� � � � °\ � r . � „' -� � '� �� � � FOR -L-�OFILE, SEE SHEETS 9& 10 ' �-, �\ FOR -DR7 PROFILE, SEE SHEET 11 ;; �� FOR -DR2- PROFILE, SEE SHEET 11 FOR CULVE PLANS, SEE SHEETS C-1THRU :� � `�A �� c-s �� � \� � � � � � \ � -DR2�\�T'' / urtc- rvi v-ronnw � � ' "' DALLAS K. NEyILL � � � SHIR�EY B. NEyILLE � \ ' �jANDA J NNEyILLE \\� \ \ \� 1' HIGH 514L5 IN'.9JORTH BARR�4_, \\ \ AT INLET AN .�. O�7� T Z t � 2'LA7ERAVlFBASE DI7CH ..��� � 4 ?�' W/PSRM ���,; SEE DETAIL G �� � LF OF O ET � "'-/ NELIMPR� EMENT .� � E. TON$ C 5 II RIP RAP E �5 SY GEOTES( ILE �. �/ � i � � �� '� Y� �� � f �jILLARD R. CATES \ SUSAN F. CATES "� 1 � ��_ �I` I `SPKIAL CUT DITCH — W/PSRM � ,� I W -�; SEE DE7AIL C — oK -L- PT 48+45J0 I�usAN F�CATES " A'GR mm �I _ � � 60.00' W I � y0K laa �� ¢ I 2 � ��� � � �wf -- ' I�I I INLET CHANNEL (LOOKING DOWNSTREAM) J � (NOT TO SCALE) /l 2 @ ldx6'RCBC / ��� nore sius ro ae �ocnreo AT THE INLET AND �?� � oun�r oN�r //� A� .. l" SILL BACKFILI WITH NATIVE MATERIAL PER SPEC.(1YP.) CULVERT BURIED 1' 0'-10 BACKFILL WITH NATIVE � EXCAVATION MATERIAI PER SPEC. 1' SILL E%CAVATION = 30 CY NOTE coa cu� coNOinoN, use OUTLET CHANNEL CL455 � RIP RAP FLOOD BENCH 90RDER WITH NATURAI GROUND �o�ER w�,� �o�R (LOOKING DOWNSTREAM) FIBER MAT INSIOE BOR�ER iH Fiu coNOinoN, use cuss (NOT TO SCALE� / 1 RIPRAP FILL THROUGHOIIT, WITH NATIVE BE� MATERIAL FILLING THE VOID$ ON TOP. 2�a 10 x6' RC6C / `1_ // � SILLS TO BE LOCATED CLA55 I RIP RAP � AT TME INLET AND 2 Ff THICK .,d �� OUTLET ONLY GEOTE%TILE z UNDERNEATH (TYP.� �/Ay�, ' ry]'SILLBACKFILLWITH NnTiVE � MATERIAL PER SPEC. �TYP.) CULVERT BURIED �' �'-10' BACKFILL WITH NATIVE MATFRIAL PER SPEC. 1' SILL � EXCAVATION EXCAVATION = 45 CY CL455 I RIP RAP - 60 TONS GEOTE%TILE = 65 SV — — — DETAIL G LATERAL BASE DITCH � No� �0 5<ale� b G�uial �- aun ?') p '� 1"iFr. Sloae d PSRm B M n D 1.5 Ft. Mux. d= 1.5 Ft. �wn�� a�. < a.o� s= z Fr, Type o! L ne� PSRM b= 5 Ft. 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SHEE7 NO. P-4405 K 6A RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �REII.I�II�I RY PLA�T�4 DO NOT USE PO CONSTAUCTION �. �. DEPT.OF TRA�T�PORTATTON DIVI�IO�T OF HI(3HWAYy� ORA�T(3E �'OII�7TY PttOJ��i �aPp�.7'�T�t�T1B �-.e.aQ� $) BYRp�VILLE �iOAD - EXTEN�IUN RRO�1 �Tt9/�T�`RR TO N(,` �f� A�TD CR0��4I�T� fcLO�URE QHHSET OF BUFFER DRAWING SHEET _ OF _ LEGEND sz t— RIPARIAN BUFFER ZONE I (30') —az 2— RIPARIAN BUFFER ZONE 2 (20') � ALLOy�ABLE IMPACTS ZONE I (ROAD CROSSING) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) 1 2@ 10' x 6' RCBC -L-50+88 TO 52+29 5888.9 2600.9 TOTAL: 5888.9 2600.9 0.0 0.0 0.0 0.0