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HomeMy WebLinkAbout20171434 Ver 1_Build Maps_20171108� �j���.,� i�`. North Carolina Department of Transportation S l( )!"1134 Vtdltt�'P I „ Highway Stormwater Program �;1' STORMWATER MANAGEMENT PLAN -_ - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 53086.1 TIP No.: R-5749 County�ies): Columbus Page 1 of 1 General Project Information WBS Element: 53086.1 TIP Number: R-5749 Project T pe: Roadwa Widenin Date: 3/30/2017 NCDOT Contact: James Rerko Contractor I Desi ner: MI En ineerin / Melanie N u en Address: 500 Transportation Drive Address: 1011 Schaub Dr. Fayetteville, NC 28301 Suite 100 Ralei h NC, 27606 P hone: 910-437-0207 P hone: 919-851-6606 Email: "rerko ncdot. ov Email: mn u en mi-en ineers.com Cit ITown: Proctorville Count ies : Columbus River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 1.212 miles Surroundin Land Use: Rural farmlands, swamp and woods Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 15.6 ac. 9.7 ac. Typical Cross Section Description: Four lane divided Freeway w/79' grass med. Two 12' lanes each direction with 4' inside & Existing Four lane divided Freeway with 80' grass median. Two 12' lanes in each 12' outside paved shoulders. New interchange with off & on ramps with 12' lanes, 4' direction with +/-4' paved shoulders on inside and outside. Existing 2 lane secondary paved shoulders. New 36' clear roadway bridge cross over & widen SR to 24'. Convert roads with 10' lanes. Existing paved median cross overs at intersection with 12' turn existing at grade intersection to new directional cross over. lanes typical. Annual Avg Daily Tra�c (veh/hr/day): Desi n/Future: 18700 Year: 2038 Existin : 12900 Year: 2018 General Project Narrative: US 74 at SR 1001 (Hallsboro Road) - Convert existing at Grade Intersection to Interchange. (Description of Minimization of Water Project consists of shoulder section with grass slopes and grass lined ditches. Minimum fill slopes of 3:1. Minimum ditch side slopes of 3:1. Rip Rap is used in steeper ditches Quality Impacts) to prevent erosion. Pipes at Jurisdictional streams have been buried 1' or 20% of pipe diameter. Equilizer pipes used in wetland areas to maintain hydrology. 3:1 fill slopes used to minimize wetland and surface water impacts. Waterbody Information Surface Water Body (1): Cowpen Branch NCDWR Stream Index No.: 15-3-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (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) � •, J ee Sheet l-A Fo!� I���_l� x oT �, l i�et,� :��JfJ ��i�et I -B For �_ �_,��-�����ntio��ol � y�rr_h,�,��,: BEGIN PROJECT R-5749 —L— POC STA. 20 + 00.00 �O rV ti�T F�j <<F EEr �lN CrJN �> I�( �CT lr �/V L- EF;I �-C%C �l ,q� '?,�T;=lc i.C��% �����' '�' �: � � \���� ?-��� J�� ��� ; ��������� ����� ��� \������ ����� l , ���� �� ����`� LOCATI01�: US 74/76 AT SR 1001 (HALLSBORO ROAD) C01�VERT AT GRADE I1�TERSECTI01� TO I1�TERCHA1�lGE TYPE 4F WORI�: GRADI11lG, DRAI1�lAGE, PA T�I1�G, STR UCTURE, A1�D SIG1�I1�G BE� � lN �'r �NST RUCT lON —���t l— F'i�li, <, l A: �� f_l� I i��Ji SITE 2 SITE 3 �l �� � �� � ,�\ / � , �, � � ���:� �� ��— \�— — � __ __ � � \ _ S,.F , �=— / _ / \��\�, , SITE 1 ,� -L- F'CiC' �TA. �lTr����7= -Y - F'OT ST Ao ; r� fr ��,�; a , SITE 10 � THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO THE INTERCHANGE AT US 74,/76 AND SR 1001 (HALLSBORO ROAD). CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. En�c� con�sT���cTio�v -c�ET- r-�oc �TA� ����r�;��i ,. :l, C � 0 �� BEGIN CONS �RU(�T lON ->'- FOT �TA,17-�-55�00 SITE 14 ��EG'IlV Fh'ID�;F -Y- � �Ao L'���'f'��;%_���, �I � SITE 6 S ITE 5 D SITE 8 --I SITE 7 END -L - FFOFILE -1 - POT �TA� 7/�L `��=�C� � SITE � � �L— — .. ' i U S 74�/76 c�vc� E,������--� -7 - cT,�, �lfl0� ��� SITE 15 �n���� �_ �_�N�T������. � i��N -� - P%�T :>l a 4?fn��.0i� RO W PLA1�S ND �v � N 00 O � v END PROJECT R-5749 —L— POT STA. 83 + 14.00 7 TO LAKE WACCA,MAW DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce of: HYDRAULICS E111GI11tEER GRAPHIC SCAL�S DESIGII� DATA PROJECT LEI�GTH CDM CDM Smith Inc. 5400 Glenwood Avenue ADT 2018 = 12,900 Smith Suite 400 �_� Raleigh, NC 27612-3228 50 25 0 50 100 Nc coa, No. F oa�2 ����� �, � ADT Z O3 H= � H, 7 OO FOR THE 11lORTH CAROLINA DEPARTMBMT OF TRANSPORTATION ���� �� � r� ��� �� DHV — 55 % 2012 STANDARD SPECIFICATI011iS -- � o, � _ — ----- --- ; � 'r � `U ���, PLANS — LEIIIGTH ROADWAY TIP PROJECT R-5749 — 1.196 MILES � � � p= 8 0�o DAVID J. CLODGO P.E. r.E. �' �� �� � PRO ECT ENGINEER � SIGNATURE: l� �� � 50 25 0 50 100 T—� 6 ��o * RIGHT OF WAY DATE: � � r~ � I � � ,�� � V= 75 MPH MARCH 2O17 KIT A. PERSIANI P.E. ROADWAY DESIG1v ��, �� ��,- ���� � � TOTAL LENGTH TIP PROJECT R-5749 = 1.196 MILES � E1vGI1��ER ��-, �. ,�,� PROFILE (HORIZONTAL) * TTST = 3 DUAL =13 Pxo��cT nEsrcx �NcrNEEn ��� o,��i�� FUNC CLASS = INTERSTATE LETTI11lG DATE: ������ ��'� ���������� � l0 5 0 l0 20 SEAN MATUSZEWSKI �� S TAT E W I D E T I E R F E B R U A RY 2 018 NCDOT CONTACT ----------------------- PROFILE (VERTICAL) P.E. SIGNATURE: �� � _ �.. �.�.,� � _ � ��,7 - - - J ' � % ; ' �. � ,- il \� / \,J \ ;; ;; . PROJECT REFERENCE NO. SHEET NO. �� � p � � � � � r � � �` 1 � ' �C y� � _ � \ � � ' � � - - �, . ,,.� �� `� � � ;, ` �. 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J � � + � / / S ITE 1 , . ; _ :. � , I � \ � , I , , % � �- � ! .,1 sµ �. � h , � \ , 1 ` � I t I i \ � tie ° %� �� Fa \ � ; ,,�'�p. � m ' �, � ti� .. � _ \ � - �.�' � l - '. ,�:., / I I , I � � I' � -.'1 -L� �' ,'. �',/' ,�� v��� / � o� ''t�� / '.. MON . � ` . . .. , . � .. - .. .�� � �.� ,J � . . \\-4- ��..,. �' �� , _.__ -, , i ." . I I�' � I� .. � 4N I � . . ,-' �;�- . ,.u:� .� � / .c -,Y,l'. � . ) ( ` 1 j� . . ' � � . , +15.30 -YRPC_.. \ \� . r\ F . . '' : \ � ��. �.i � I � `, ... \ � ����` \ / 3 � �' � � . � _ ,, I :i w�-�t",,,� CS SiO. IS'fBB.� : 77.94' RT �� � ar ` �' � I II �, � I � �� ; r'�,i ev f a �\/ � , i ' � - i � - - - _; � 1 �' �-��4 � � � \ i : 1 1 1 < s = „, i � � � / � h . ' � ' ' / " m ,, '"���,�,, r,�- '^ „ -• . . � \ \ . . i - . � i .., -`� � �t o � � � �� . � +93.18 -YRPD- ( �,:� ___... .,�.� �,��� �� / '.I . � . ' .,, \�� ... _ _ . . L4T BASE,DITCM '` , � :I 3 .. I , I '` �`� �`. ( -� --' s� %' � � ;"�J ��w' / � �„_- ..'- � ... _ �,.�: --�.. � _ . ; - . \ � � .- - : / . � . � SEE DETAIL C I � ,..,,. �,. .�, I I ... � ,. ,= °:. l � � � d' � ( 73.77' LT .r ;.Y _ � ..._ _,.. . . . . . ( .: . . . � _. �_�,.-.� ___ _ . C. _ r".--=, _ � � I:�� .. ,i � , � F � o5a (, _ _ _ ;�� \ , � .. ' I , ' � .� �` ^ '\ o � .�: � � _ _ ' � � ' � � �.�, , J . .� . :: \ � ,:.\�-._ � DDE-2,741 C.Y. ., 1 I i : �, � � _, ti � i ��/ �,c� (� ( �� � y / � � "�l / . - \ l6'S0/L � � � ' - . a . . . . \_ - - .�- � . _ �- ,� � . . � _ s , : � I � � \ :� .' �- / _ � � __ � - ----------- -- f � c � : �s I o I . . 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I -Y- POT Sto. 37+4872 J J , �� � ��� � � . __ �.,. _ � � � � , � � ,_ � ` � � z ` °; � „ - \ � F I ,,: � G ,,_, .\ ., n � I � 1 '_� c �/ o�c_ / i � ,�9 1 ,;- � 1 � N �� � � ° � J . .�, _•� '` �� \ F � o i _ \ , -� / 1 i i , i -YRPD POT Slo. 25+73 . � � ^� / s , � >„ a - I �-' ' � o '° C_� � , ! � ,.-_ �`' -, _ ., ` � , a. \� o � � l �. ' �) �. C / � � � \ osa � `, ✓ � I ' sy r `/ � � � � � � ��,,. � - I , * • . DE TES,1vYECP�IANIZEf� � � 'a�a � � ..� � ,.; � . o \ n � . , ,m 1 �' < � � ) � � � � � N O � £ � �-� � I / . � -L- Pi Sro 35+2660 Pis Sio 58+5784 �= 22 57' 2/2' fLT1 Bs = 0' 30' OOA' D= 0' 30' OOA' Ls = 200A0' L = 4,59�J8' LT = 13333' T = 2.32680' ST = 66b7' R = //,459J6' SE = OA25 f�o = 200.00' OS = 75 MPH \ ��� _' a ry "'\ - � .,, � i �, ' � `. - � � ` � _ _ �• � � , -Y- T Sto. 37+8959 I � 8A TAPER oo / -_ • «�` ,� * � --- � CLEARI N �' s � � � � " � � \r-.l,l-� �° " `n `. ` \ � ?9 ° � - � . \ ; -rRPC POr sta 27+ jC�B� � ' I `� J/ � o :s9- \ / \�, '� \ -- ' .n e _ _ _. I � ' i \ \ / / I � :� � \ � � ��� ,�e �, �9 � � .., /� �a : , �\ / � ` y' F ' � � � • �__� " ` r ' � � �� :. :,, . �,. 4 � � ¢ (� m. �" .. �'"�2 � .\ ' . �_ r \ �' o . � '..., / � . r � .. �� / i � �... l i . I �'. / % .. o? / cl �., J SPECIfL�UT DITCH . 1 \, \ .,, cQ � \ , ,, _ - . I � / Q,o .,, �/� ,. 5EE oETA�� � ; DEW� ES �EMPORARY � ' `° \�,. ' ` '� L% � ° ` \ ' o i � -rRPC- POT 8'fo.26+88 y � \ i �. + � s � � .s``� .,, � IMPACTS°1No SURFACE WATER / � � � wwJ a � , . '. . � �� � \ . I . q / F 1 � a . . , \ F 1 � � . _ _ - V �i +1Si 6 __ _ . . \ - i V � � � TS SfO.19+83.3/ � � . osa �po. o � osa � -DET- ROC StO. Z�f'8�5 ` : .6 c �, � ° + � C (: _. �.:1 v 7 {' � .:. ,.» � _ _ \ r, va_ -_ _ - / �� _ ^ � 4. � - - 2 CL B RIP RAP � ,j� � 1 .. . - ... �..:- ..: -.�v G,� 1� � .. �,: . � \ .' �-� � � p � r . . / �1 . . . 1 ��, � ', � �� � �I .� � 3 TONS, 10 5 Y. G�,OTEXST�-E�� ��,r \ 1�Q _ _ /� ✓ .., . � � > .o ' -� . ST SiO. IB'FC76.%9.. . . ",� _ °�,:� � �..o .{�` �� � �� � ,� �, ii �7 / �. � l /y , ( \ / - � , � DENOTES EX�AVATION ... \ � r � � _ � ( I I � `' � � � � \ ` �' A � 8 SONS NOOD CORPORA TiON � I � 'VV T �A N D . � ` . %L B RIP RAP ' . _ . / V � �� / +49.42 -YRVD- / .�� `�s. � � � � � 71j P('i 271 �� . . -YRPA- -YRPC- ,� � � . � �I i ' � / 128.56' L7 . �l'-- ' PB ►2 Pc 69 �' b� � �:. \ \ � ' ` � / sreEiai cuT oiTCH \ 1 I I;I I` o a�w MOH , U i ` � � -� � -.: t_ � _\ . 8 TONS, 70 S Y GEPTE%STIL I Pl S►o 14t44b1 Pl5 Sto 19+04A2 Pl5 Sto 22t9892 PI Sb 24+22.94 PIS 5/0 /0+22J9 Pl Sto 13+45J7 Pl5 Sto /6+635 /s } to 21t1875 Pl 510 23t52A0 ; � m.. �\�� � \ \* 5`E�o�T""' �1e, R�3o oss � � � . � �''`�"�. _, �= 30' 33' 48.6' lRT1 6s = 4 20' 092 9s = 9' 32' 575' p= 20' l9' 302 fLT J gs = 4 20' 092 �= i9' 03' 06T fRT1 9s = 4 20' 9�`= T IO' 46B p= 23'OT 202 fLTJ � \ / V 0= 3 52' 16.� Ls = 224A0' Ls = 200A0' D= 5 32' 575 Ls = 229A0' D= 3' 52' /6B Ls = 224A0'�-' '7rs = 203A0' D= 7' 04' 24.� � ��o �,�, !/ `�° _ �\� ** *** � p i A� y � �/ ;-J l !�� � `� �` ` D E N O�E S F I LL I N : _ ' _ _ - _ _ = s,, , � Z�4�, � \ � o,� \ -a c ` r :^ N w A o��P � >,� d � -� /' , c �, .. ti� , F F ETLAND , L= 78948' LT /49.38' LT 13353 L 212.84' LT _ 14938' L_ 492J3' LT _ 14938' �Z T_ 135.44' t_ 326.88' � � � E_: -- E , � f -�,,J � sP rni uT v`� �/ l'"/ T= 904.38' ST = 74J1' ST = 6684' T= 10755' ST - 74J1' T- 2483fi ST 74ar > ST 67J7 T 16570' � � � � � H � - - R = 1.480.0�' R = 600A0' R = 1.480A0' R -= 8/0.00' -�-� ,„�\� ; � �''\ � Z ' � � �9'_ � E � , , g� r / � ' � � ,, � � �; ��� . � � o; i � , � � s �,�� � .._ � � R 1 / � . DETAIL _, \ . r- � .�: , \ �, - � o . NP �, � o � �L � � r � � � �, � � � SE = 0.08 SE = 0.08 SE = OA8 SE = 0.07 .,, b: c :�- ka �, So � \ � o o ,� � �� J? � ,'� , � v � r� _ � ; ' D�I�ISTES IMPACTS IN RO = 224.00' RO = 200.00' RO = 224ACY RO = 203A0' �� � l °�� / i DS = 65 MPH OS = 40 MPH OS = 65 AIPH OS = 40 MPH }� � � SC Sto.21+863/ + ��\\ \ . F �:� � � o m i �'N� ' �sL .0 � <: � TS 5/o.2/+r/.09 - � � 'SURFACE WATER �\ �.. � / ..: r q \ .. 9525 -YRPG . o � ) _ � . -YRPD- '° \C � J.. t , 90.63' RT � � � � F � _ . I i � r' �_. � -YRPB- 93 � �. ., _ � \- � + + I + j + l + Pl Slo u+90b0 P/s Sta i7+17.48 Pls S�o 22+5254 P! Sro 23+69A9 � ���.'- `�' .. ; \ � � � �' � � � � � � II ' \ �-- 7 -P � � �, H "�C-!slo. �+20( � r /, /1 � a V : e P!5 Sto 6 40B1 Pl 5/0 /I 4823 Pl5 Slo 6 25A/ PIS 5 0 20 89.96 P Sto 2/ 8680 ,..� � � os.� I I l s ec n� ur\ o c _% � � = 2437' 2U' fLT1 95 = 3'00' 05.3' 65 = T l0' 46.8' 0 = 555' 24.3' (RTJ - ` `� "�'r,"^ � ➢ \ �, i � � � � � 1 � � / � ,.� � _ � � ;' - � E DETAIL F\ PT � iO. 'FI% �' � \� C �� 95 = 0' 33' 46..3' �= 3f 59' 2(15` fLT l 95 = 4 20' 092' 65 = T l0' 46.8' �= 4 08' 26.4' fRT J � �--a,,.' `, � _ _ o �\ /� (`� �„� � 2 0 �l , i=� �, �, 65 = 42U' 10.9' D= 3' S2' I6B LS = 224.OU' LS = 203.W' D= T 04' 24B' 0= 240' 476" L5 = 224A0' LS = 203A0' D= i 04' 248' _ <,. , --,_ i � � ,��� ^ P � `- L - 9i879' LT - i4935' LT - �35.44' L = 9798' �� � I � � /� l � `�� � � LS = 224,00' L= 8 2 6 3 0' L T = 1 4 9. 3 8' L T = 1 3 5. 9 4' L= 5 8 5 9' - - - 1 � v� �' S I R=�to / _ �.�� e LT = 140BP T = 42423' ST = 74J1' ST = 6777' T = 2928' T ' 466b0' ST = T4.69' ST = 67.77' T = 49.U0' - ` � I � � `� - ` ' � HEET 8 � � ` � / �`` � � `�/ � �r ; ST = 8331' R= 1,480A0' R= 8/O.UD' ' SE = OA8 SE = OA7 SE - OA8 SE _ OA7 � " y_ pOT STA. 38 + 50.00 SEE S " _ c T I PT Sta.25+13✓ �� L ?�i ��� � R- 2J38.(�D' R 8/OAO' NOTE. MAINTAIN ACCESS'TO OVERHEAD ELECTRIC TRANSMISSION DRIVEWAY. RO = 224.01�' RO = 203.A0' %�0 - 224.O0' RO - 203A0' � 1�� MATCH LINE - � OS = 65 MPH = 40 MPH OS = 65 MPH DS 40 MPH , I L'? E'`� �= I_ I'_, H �r� SITE 1 EN LARGEMENT DRAWI NG N.T.S. PROJECT REFERENGE NO. I SHEET NO. R/W SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INC'��1�1L1C � Il�]L..�'_�7': DO NOT USC ROR /` W ACQUISITION DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � DENOTES IMPACTS IN � � SURFACE WATER �.. PROP. PAVED SHLDR gp C�L PROPOSED ROADV�/AY STA. 12 + 11 —YRPB— gp — _ PR�P. PAV D �HL R 70 j i 70 w E ISTING STREAMBED 60 — --------------- --------- ----------_________ 0 � o ----,------ Sy0.3/o 50 , -- PROP. I NY = 5'��,5.61 � _ 50 ROP. INV= 55.93 BURI �D 1 URIED l' ; , PROP. STRE BED 0�°� I PROPOSED 2@54"RCP—IV PRO P. STREAM BED I i . 02 /o 6,0 50 40 30 20 10 10 20 30 40 50 60 70 PROFILE VIEW OF 2@54" RCP—IV ����� STATION 12 + 11 —YRPB— DIVISION OF HIGHWAYS PERMIT SITE #2 COLUMBUS COUNTY PROJECT: 53086.1.FD1 (R-5749) � O� O� � �� US 74i76 AT SR 1001 (HALLSBORO RD) ��4 CONVERT AT GRADE INTERSECTION ������� ��� ���� ENGLISH TO INTERCHANGE - 0 PROJ. REFERENCE NO. SHEET NO. �; �TIIl� —5749 X-4/ ET N D ��� ��n �.�2� �.�2� g:1 4:1 � � � � - � - � - � L � _ /�f ) i-1 1 17 + 0.00 -,�-, �o � �, �E,; - �� ��. ��:�w �z �-�� ��L �.�:�: � � „ r , o. � � .�. � � � �� �ri ��, w�: ��� ,r��. SITE 5 EN LARGEMENT DRAWI NG N.T.S. PROJECT REFERENGE NO. I SHEET NO. R/W SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER INC'��1�1L1C � Il�]L..�'_�7': DO NOT USC ROR /` W ACQUISITION DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES SURFACE IMPACTS I N WATE R i — � , � � � � � � i i � i � � I � III IIII I I I I I — — — — — —i I I I — — — -- — — _II_ �'� I �. I I I I — — — — — �—� —� � � � i i � � i , � � i � �— � —� — — � i� I� � � _� � — — — — — — — � � � � � � � � __ � j -- — — �_ I I I I I I I I_ _ _ _ _' GL._PR POSED I�OADWAY STA.'28 -�_7_1_TY_- I I I . I I I I I I I I— — — — — ' I I_—I — I I— � I I I I I — __I i I — — — I_ ' i _� ��I I I I I T T I I I II I�I�I I�III I 90 IIIIII I I I I� IIIII I I II� III III I IIIIII1��90 I I °°Z° °°'° � I�EXISTING ST EAMIBED I'' I so I I ' I so �� I' I� H •1 I I I I I i ! I I I i I I I I�i �� �� ��i � I �� ��� i� � �� �o II��II i II I II I IIIIIII Illi'���II IIIIIIIII I Illi Il��o - s 60 .I _ r—� — -- I I I I i I I I-- � T� -�- � i �_ � 6'0 � � IIIIIII i �i i I I I I _� ��—��—_! —� —� ---- -- --- — 1�-- � 50 I I� I� I �oo I I I I I I i � i� i� i i� i�i i i i i � I I I I I ��•5 _ I I i ' I I I I I I 40 I � � � 40 I _ I EXJST_lN�I60"_RC'L , _ II I I I I I ��r�!�� I� �I��I'�� R�P I I I I I I II � � y�L_ $� I I I�I I I I I I I I I � I I I I I I ��������� I � � I I I I � I � I _ �' „ II I RO_P__O�ED II ''�2 ' RCIp� I II II flO�s I�C- I' - , � �, � I �_ �_ , I I I � I- I � I I I I I I I I I I I I I II I I I III III II I I� I II IIIIIIIII I I I I I I III III III III I I I I I I I I I I ��� I I� I I '� I I I I � I I I�' '� I�� I� �� ��. -- — _ — — I I I I I I�� 1�0 �� I1 0 � I 50 � � _ I� I 0 li �—__�-- li 1 0 I_� j—_ I. �� �__--� ��li PROFILE VIEW OF 72" RCP—IV NCDOT STATION 28 + 71 —Y— 20 DIVISION OF HIGHWAYS COLUMBUS COUNTY PERMIT SITE #5 � O' O' � O' PROJECT: 53086.1.FD7 (R-5749) US 74T76 AT SR 1001 (HALL5BOR0 RD) ������� ���� E N G L I S H CONVERT AT GRADE INTERSECTION TO INTERCHANGE O pROJ. REFERENCE NO. SHEET NO. � � X� 1 0 1 0 1 0 1 0 7 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 WE LAN \ 0.�,4 0.0,4 � 4:� � 3 - - - - 59 46 � - - - .i - 21 + 0.00 YR A .,. � � � � �. z �,o �.�,� ���, �,�� µ� �:..� �.��� r�,z �� �;.�,w � �, H� h+) O pROJ. REFERENCE NO. SHEET NO. � � X� � ETLA D � � � �. 0.08 0.080 4:1 Z-� � � � _ � ' :/ :\ � � � � � � � � o . � x. � . ' , 4'.x� � - �„� 58 � - - -- y x,y, , � p,� 56.86 m� 54.36 µu ��� �.a¢ mz }�" YR A w �� � H� h+) 1 0 1 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 S ITE 8 E LAR E E T D RA I G G .T.S. PROJECT REFERENCE NO. 1 SHEET NO. RN✓ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER dN�cD�][�1L� lE IIn1LAN� DO NOT USE FOR IBW' ACpUISlTION . . . D E N OTES TEMPO RARY IMPACTS IN SURFACE WATER DENOTES IMPACTS I N SURFACE WATER i — � , � � � � � � i i � i � � I � III IIII I I I I I — — — — — —i I I I — — — -- — — _II_ �'� I �. I I I I — — — — — —� _� � i i � i � � � i � i � _I _ - i� I� � � _� � — — — — — — — � � � � � � � � � — — — �_ I I I I I I I I_ _ _ _ _' GL._PR POSED I�OADWAY STA. !3l + 36 ' Y— I I I �IIIIIIII � '� � � � � I I I . — — — — — � -- — — I I I I I • I I I I I � I _ _ _ _ ' I i� I I I I T I I II I�I�I I'I II I 90 IIIIII I I I I� I III I � II� III III I IIIIII1��90 I I I I I�EXISTING ST EAMIBED I'' I so I . I ' I so � � � I ' I � •1 I I i � I I I I I I I �i ��� �� �� �i � I �� ��� i� �� � � � �� � � 7o I I�� I I I I I I I I I I I I I �� �� I 4I� I I I I I I I I I I I I I I I I I i I I ��o _ s 60 _ _ � � � � - - — � _ � 6'0 i� � — �—i � � i-�i i i i i i i i i i I I I I I I ----- � �o I��-'I��-�i�5II I I I I i I _ I ' I I I I I � �� i '' il I � I I, I I, 40 _ �-- I � I i 40 E IS I G 4I" IR�P EXJST_1N�160_'_RC'L_ '� II I I I I I I�EIRTI= 3.32� i I I I I I I I i �Ny�RL=_ t6' I I I I I I I I I I I � II I I I I � I I I I I II I , P II II IIIIII I I IIII I I I � � i �R,I��s� 'D I,b��� I��_P�'I '�I I I I I I I I I I I I I' I II IIIIIIIII I I I I I I III III III III I I I I I I I I I I ��� I I� I I '� I I I I � I I I�' '� I�� I� �� ��. -- — _ — — I I I I I I�� 1�0 �� I1 0 � I 50 � � _ I� I 0 li �—__�-- li 1 0 I_� j—_ I. �� �__--� ��li PROFILE VIEW OF 60" RCP—IV NCDOT STATION 31 + 36 —Y— 20 DIVISION OF HIGHWAYS COLUMBUS COUNTY PERMIT SITE #8 � O' O' � O' PROJECT: 53086.1.FD7 (R-5749) US 74T76 AT SR 1001 (HALL5BOR0 RD) ������� ���� E N G L I S H CONVERT AT GRADE INTERSECTION TO INTERCHANGE - 0 PROJ. REFERENCE NO. SHEET NO. �; �TIIl� —5749 X-49 WET ND ��, �,� o.o�o 0 0�0 4 - -� � 3-\ ^rl � _ �� - � I � � � �� � �rL � , _ _ 60 98 24 + 0.00 �, � ��, I, � , ,�J �� ��. ��:�w �z �-�� ��L �.��: � � „ r , o. ' � � l- � / . . ._ �- � -- �^ � � � � PROJECT REFERENCE NO. SHEET NO. T l _� � � ' ` /� 5749 � - �.ti,�., ���-, .��- , �� � C� �.J , , ,� , ,� , � _ ��. �.�_� , �_. � . �. - , v,_�r„s'�,J� '-'�\.. ( � J . � ^ - � �� ' . l . � �� ^ / '\? R RNJ SHEET NO. 6 .. �,v.r�v �' A � �� � � , _ .r,. J'-,,,��-. r'. ^- . _ .. _ �--� - / � � 1 �'., .' � ' - _ � � - �' -,� I� DOCUMENT NOT CONSIDERED PINAL i - . - � - � �,�v�,.:,r'^-�^.;,-, ,9�. ' \. J 1 ) ` � / "�. ':� � � `�`, � ^ �. � �( � -�.. t c� � UNLESS ALL SIGNATURES COMPLETED ..`��-Wr`_`T"`� �.� �-�...,J\ �'_-.� y �l l�,�.� / / � I /,' _ I �'l �:,�� \ -.., �' . ;: `_ �._...'.\�` N ROADWAY DESIGN HYDRAULICS \ J �i . �; � �� .. l ..:� ' -, J ...' ._ _ � v �` � - .. >1 N ENGINEER ENGINEER 7 L , . % �� � FRANCIS R. 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RN✓ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER dN�cD�][�1L� lE IIn1LAN� DO NOT USE FOR IBW' ACpUISlTION � � � � � � � � � � � DENOTES TEMPORARY IMPACTS IN SURFACE DENOTES MECHANIZED CLEARING DENOTES EXCAVATION I N WETLAN D DENOTES IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND WAT E R gp C�L PROPOSED ROADV�/AY ST . 12 + 65 -YRPA- gp I � EXISTING STREAMBED 70 70 _ NW _ EXISTING N.G. � � _ 60 60 ___ -------- --------------------------- -----�-------- -- ��0-� -�- I � 50 S 0.3% I PROP. INV = 49.8 �ROP. IN =� 9.5 � PROP. STREAM g�E��POSED 2@54"R P-I�/ PR�OP. STREAM BED JI �0 0.2 8%� i _ � 60 5i0 40 30 20 10 10 20 30 4��0 50 6,0 70 PROFILE VIEW OF 2@54" RCP-IV ����� STATI O N 12 + 65 -YRPA- DIVISION OF HIGHWAYS PERMIT SITE #11 COLUMBUS COUNTY PROJECT: 53086.1.FD1 (R-5749) � O� O� � �� US 74i76 AT SR 1001 (HALLSBORO RD) ��4 CONVERT AT GRADE INTERSECTION ������� ��� ���� ENGLISH TO INTERCHANGE O pROJ. REFERENCE NO. SHEET NO. � R-5749 X-31 ST � ET N D � � .�, � S,4Ea+ o �.�5 �.�58 � � � � �� � � -r- slad ia�.e�� . t<« � � � � 3;� «.� Z 49.69 3'� � � _ � � ���; 9 + 0.00 �,�� µ� �:<.� �.��� �,z }�" YR A w �� � H� h+) 1 0 1 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 SITE 12 EN LARGEMENT DRAWI NG N.T.S. __ ___---� � _ ___ F _- __ ___ --- � F F=��-� S COLLAR AND EXTEND F �� � F F � � � � ��� S � �� L('� TS � HW � � � _ -(�r ry-� "'� i_� ��-, J-a' -� r,�-�i-� .-a" _ +�ll�" 1- _ — - / / � _,-� / / / . . — ti ,- \G - ���` .-1 ` � � _ __ _. �'l-��4 _ - _ _ ' _ _ . _ � � . �n� � � � �_ -T +- � - � '� - r�- �J � — — � -r � � _(�, , �; � '_ — �,_� . — � � � _ �..r - � . _ - � - -- . --� 7 �/ i_ 7 � - / � C � / 47� / � �' i _ � � � � l� DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN � SURFACE WATER PROJECT REFERENCE NO. SHEET NO. R-5749 � RN✓ SHEET NO. ;OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dN�cD�][�1L� lE IIn1LAN� DO NOT USE FOR IBW' ACpUISlTION i - � , � � � � � � i i � i � � I � III IIII I I I I I - - - - - -i I I I - - - -- - - _II_ �'� I �_ I I I I I_ I - I _ �� � -� � - - - - - - - - -- - - - - - -- - - ��_ 'Illlllll li �IIIIIIII I I I I I I I I I� . - - - - - - - - - - - - - �I I I I I - -- - - - - - - - - - - �_ I I I I 90 IIIIII I I I III I I III III III III I I �II �I1��90 � � �� � � � � � -- - _ � -_ _� _ _ 80 I I I I -� PROP SED ROADWAY ST�4. 11 + 74 -YRPD- I � 80 t��'�M � �I I _ TREAMBED 17�0 70 I I�� I I I I I I I I I� I 60 �� I I I I i i EXISTIN = S_____ _ _ � I I_ Z 6'0 50 1- --= I I � I � li r -�� � I� '� I�� � ��� � �� � -� - 1-I � I II � I I � 50 p � i � I � I I I .- I I I I I -- _ � 40 I � I n i � 40 IIIIII I I I III I I III III III III I I III IIII� IIII II I li � I� PRC� POSF_D_-2�4 " I I- II II I I I I I I I i �� 1_=�1__I� 'I � I I I I I I I� II I I I I I I IIIIIIIII I� I R POIS D� 48' C IV I I I I I I I I I I I I ERTI -�8 9` I I I I I I I I I I I I I I I I I I I I I I I I I I ��� I I� I I '� I I I I � I I I�' '� I�� I� �� ��. -- - _ - - I I I I I I�� 1�0 �� I1 0 � I 50 � � _ I� I 0 li �-__�-- li 1 0 I_� j-_ I. �� �__--� ��li PROFILE VIEW OF 2@48" RCP-IV NCDOT STATION 11 + 74 -YRPD- 20 DIVISION OF HIGHWAYS COLUMBUS COUNTY PERMIT SITE #12 � O' O' � O' PROJECT: 53086.1.FD7 (R-5749) US 74T76 AT SR 1001 (HALL5BOR0 RD) ������� ���� E N G L I S H CONVERT AT GRADE INTERSECTION TO INTERCHANGE FRANK GALLOWAY pg g(� PG 96 PB 75 PC 8� �O 1$ "__ w w _ � w w — N O O —_ --- O O + � n Q H � — _ O d — I _ - _ - _ _ - _ J LLJ y�� T$ 5 J-- _ - . - -.'. �, . ._ _ \ U � �� � � �� S 89' 52' 22.3' E J.J. BARNNARDT IMEIRSI PB 75 PG 8� I � � FRAMC GALLOWAY DB B92 PG 9i6 PB T5 PG 8, �_ �� R9 �9 :�.,� � as�.,�- —� �.�s,��,� F„� — END PROJECT R-5749 —L— POT STA. 83 + 14.00 _ _ � _ ,, - �, � �,. �, - � = _ _ _ •_• .� -v-`�l. _ ., -�- ., -,.yz � -� - _ - - .r . ^_ '"�"l�-r �- �_ ':_^r'-v-'�:.; -i. + r r , .,- _ - � - _ . _,- ._ t, --,_ .. .. -� �. . , ,. --��• J� '� �—�r is� s— � .� —is �S��s 15 �s 5 �s 15 �s�r� is i� a esr — — — — U� 74-�e aNORf'W JPtiK50N HWV WBL �1.8'B57 ----------- --- ---- — ---- —a,esr —L— iiaF=si.���- D� dV=49.5�i RETAIN PIPE � - AND BO% q.�� US %4/ib ANLFEW JMkSON HWY LBL 3�.8 ByT — _ - _ - - - - - _ - _ - --- ---- ------- 4'B5T— —. _ � F F 5 TS �+ TS F - � i F — nl s -' 1�1 TAPE 5{.--}$ r� ic , , �,_ ,_�,' •,� -�..r�. •,�.. . , L.r �}S 'f S; Y � ' 5�--�' ��r.v � � ',� � � -r ,.�+., _ _ �� _ _ ,ti r, � _ _ - _ -_ _ _. � _ � � . . �. '�. .. �- v � � :���r � v �'.v�� J . . . . - . - . . _ . . � . - ._ - .� �- . - �-C��r iv-Gti1 . . . . 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BARNNARDT fHER51 08 n2 PG 2n I PB 72 PG 69 PB 72 PG 69 n O O N N � N � W � Q Z -c- PROJECT REFERENCE NO. SHEET NO. R-5749 7 RNJ SHEET NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER POT S�o.88f00.00 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN _ - SURFACE WATER ii_ii�' n� IOi �' Ef�,I,LISH � � O pROJ. REFERENCE NO. SHEET NO. � R-5749 X-27 / ,,. WET N D � � � 0 ozo � — — � � - 4:1 � � � � � z _ �� 75 + 0.00 �,d� ��� µ� �:<.� �.��� r�,z �� ;:.�,w � �, — — H� h+) 1 0 1 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 1 0 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 31+g3 - 41+56 -L-RT RAMP C, NEW LOC. FILL 0.19 0.02 2 34+60 - 40+30 -L- LT RAMP B NEW LOC. FILL 0.12 0.03 3 15+50 18+67 -YRPB- RAMP B NEW LOCATION FILL 0.21 0.06 5 49+68 - 53+56 -L- LT -Y- ROADWAY FILL 0.03 0.01 6 20+g6-22+07YRPA-LT RAMP A NEW LOCATION FILL 0.20 7 16+g1-17+g2YRPA-LT RAMP A NEW LOCATION FILL 0.01 0.01 0.02 8 49+7g - 53+g4 -L- RT -Y- ROADWAY FILL 0.02 0.02 10 21+24-21+43 -YRPC-LT RAMP C NEW LOCATION FILL < 0.01 < 0.01 10 23+71-24+2g -YRPC-LT RAMP C NEW LOCATION FILL 0.02 0.01 11 61+67 - 71+00-L- LT RAMP A NEW LOCATION 0.04 0.04 0.11 0.07 < 0.01 12 62+g6 - 68+70 -L- RT RAMP D NEW LOCATION 0.04 0.02 13 72+70 - 80+g2-L- RT ROADWAY WIDENING FILL 0.02 0.02 0.02 14 48+23 - 49+68 -L- LT TEMP. DETOUR 0.02 15 48+40 - 49+79-L- RT TEMP. DETOUR 0.03 TOTALS*: 0.48 0.05 0.23 0.49 0.16 0 0 0 *Rounded totals are sum of actual impacts NOTES: �