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HomeMy WebLinkAbout20180725 Ver 1_B4479 Permit Package_20180524�. Lj�;tl��,rl4• North Carolina Department of Transportation ,�� StLA'1]ltiV�ll�''� I���� .. .,, :., Highway Stormwater Progrem STORMWATER MANAGEMENT PLAN f (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.92 TIP No.: County(ies): Columbus Page 1 of 1 General Project Information WBS Element: 17BP.6.R.92 TIP Number: Pro'ect T pe: Brid e Re lacement Date: 4/3/2018 NCDOT Contact: Galen Cail Contractor / Desi ner: Brandon Barham, PE - Ecolo ical En ineerin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: bbarham ecolo icalen .com Cit ITown: Coun ies : Columbus River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.705 Surroundin Land Use: Forest, agricultural, and rural residential Proposed Pro ect Existin Site Pro'ect Built-Upon Area ac. 5.5 ac. 5.0 ac. Typical Cross Section Description: 2@ 11' lanes with 4' wide shoulders. 2@ 9' lanes with 0.5' wide shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 980 Year: 2025 Existin : 490 Year: 2011 General Project Narretive: State project 17BP.6.R.92 involves the replacement of the existing NCDOT Bridges #230222, #230226, #230228, #230230 on SR 1700 over Red Hill Swamp. Bridge #230222 (Description of Minimization of Water consists of 1@18.2', 1@17.3', 1@17.1', 1@16.7' concrete deck on I-Beams with concrete caps and timber piles. Bridge #230226 consists of 1@18.3', 1@18.1', 1@18.2', Quality Impacts) 1@18.8' concrete deck on I-Beams with concrete caps and timber piles. Bridge #230228 consists of 1@18.4', 2@182', 1@18.3' concrete deck on I-Beams with concrete caps and timber piles. Bridge #230230 consists of 1@18.5', 1@18.2', 1@18.4' concrete deck on I-Beams with concrete caps and timber piles. The proposed bridge for #230222 consists of 1@40', 1@50' 21" cored slab with 2'-6" caps. The proposed bridge for #230226 consists of 1@45', 1@50' 21" cored slab with 2'-6" caps. The proposed bridge for #230228 consists of 1@40', 1@50' 21" cored slab with 2'-6" caps. The proposed bridge for #230230 consists of 1@35', 1@40' 21" cored slab with 2'-6" caps.The proposed crossing is located in Zone AE of FIRM Map number 3720120400K and was studied by Limited Detail Study methods. At bridges #230222 and #230226, one stormwater outfall is proposed. At bridge #230228, two stormwater outfalls are proposed. At bridge #230230, four stormwater outfalls are proposed. All stormwater outfalls will utilize a rip rap pad to dissipate the energy. No deck drains are required for the proposed bridges. Surface Water Body (1): Red Hill Swamp NCDWR Stream Index No.: 15-4-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T8E Species? Comments: NRTR Stream ID: Red Hill Swamp Buffer Rules in Effect: Project Includes Bridge Spannin 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) � � � � � � w � 0 � ,T � � m � o� c .3 0 0 0 +- a E C 0 t .– c w U; � � cc w �E io �� uL � � �° �o� �,Lo c; TT� �`��- o cvi � r�, c� � See Sheet 1 A For Zndex of Sheets See Sheet 9B For Conventlonal Symbols BEGIN CONSTRUCTION -Y- STA. 10 + 00.00 % SR 4� ���o �. RFOy , SR 1701 RD • GREEN ELK�NS TO BALDWIN =-- BEGIN PROJECT 17BP.6.R.92 -L- STA. 10 + 00.00 ��d=11 ll JL� �ll' ��I ���1111 �������� �������� �� �������y� COL UMB US CO U1�lTY LOCATI0111: BRIDGE NOS. 222, 226, 228, � 230 01V SR 1700 (RED HILL RD) OVER RED HILL SWAMP 11lORTH OF BALDWIN RD � SO UTH OF B US. US 701 TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING, A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT �� END BRIDGE 226 -L- STA. 2 7 + 34.19 BEGIN BRIDGE 226 -L- STA. 26+36.81 6 7 � �'�.eE{V1.t..$WAN�P ,:. •.: •.•.. •.,' •. • ' BROWN MARSH SW,4MP' • BEGIN BRIDGE 222 —L— STA. 20 + 65.80 END BRIDGE 222 _� BEGIN BRIDGE 228 -L- STA. 31 + 05.81 END BRIDGE 228 -L- STA. 21 + 58.20 -L- STA. 31 + 98.19 * DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE AT BRIDGE NO. 222. CLEARING ON THIS PROJECT SNALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. � �• END BRIDGE 230 —L— STA. 45 + 71.19 BEGIN BRIDGE 230 9— STA. 44 + 93.81 10 . , .�_ ; . : . , .: �,� : .•4p�Op . , . ' ' •�SR •17 0 �R�D•�FIILL..R�. . . RED.'.1-FI4L'SN.! •� �S .':':. �'•��.' • .v-�– —_ . . •� BROVuwi' �......... .� P. • .. , . / II PERMIT DRAWING SHEET 1 OF 21 END PROJECT 17BP.6.R.92 —L— STA. 47 + 20.00 ro BUS 701 N Z 0 N � K PERMIT DRAWING SHEET 2 OF 21 BEGIN PROJECT 176P.6.R.92 ro eatowim ,^ �. —` � - ! -� i� `—`�¢ _ – a i O JEFF D. ETHERIDG�, JR DB 642 PG 636 DB 577 PG 607 DB 1139 PG 915 (TRACT I) O ��O �,�X 5��1�': yi �� \ J.'c.� : –L– –Y– Pl Sio /3t2427 P/ Sto /2t37.46 �= 9' 20' l33' (LT) �= 4l' 43' 2/3' (RTl � D= 2' r/' 30.6' D= 22 55' 05.9' L = 407.40' L = 182A5' T = 204J5' T = 9527' �-q� e = A4 �� e = A4 �� �i Runoff= 96' Runoff = 68' 9S SPECIAL CUT DIiCH pS = 55 MPH DS = 30 MPH SEE DETAIL 1 DETAIL 1 DETAIL 2 SPECIAL CUT DITCH STANDARD BASE DITCH No��o Scale TIE TO � Noi m S�ole� I I r,am EXISTING DITCH o��d, �o��d 3,. � �o��d � °� Slo� � p �'' G o��d 3� p 3p� ��� d CLASS B RIPRAP Min. D=1.0 F. �°1j`4�` B Min. �=7.5 Ft. E5T 4 TONS mo.. d=tA Fl. EST 7 SY GEOTEXTILE •wne� a �s �.- 60' B=�.o Ft. FROM STA 10+00 TO STA 12+1�5 -L- LT FROM STA 10+00 TO $TA 12+7 -L- RT Type afLiner= CLASS B RIPRAP FROM STA 10+00 TO STA 71+90 -Y- LT 57A 14+40 -L- FROM STA 10+00 TO STA 13+25 -Y� RT O \ � ��i \ � � LEOVVAR� B. WHI I E � ��'\ w000s � DB 436 �G 134 �\ \l : � \ � -- - -- ---.. O EDISON JUI�IUS r� ELKINS, JR DB 577 PG 607 PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 4 ILW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURE8 COMPLETED RAMEYKEMP — & � ASSOCIATES, INC. Transpotta[ion Enyineers 5808 Faringdon Place, Suite 100 Raleigh, North Caroiina 27609 Phone: 919-872-5115 � � _ r N Z m m mi � r _ -m�+ D � �� a + o� 0 0 0 � PAVEMENT REMOVAL I� FOR -L- PROFILE, SEE SHEET NO. 13 ' FOR -Y- PROFILE, SEE SHEET NO. 15 C � �, � x 2 � w 3 G _ r i� � T � � ; � 0 � � � y � � w � � � � w a E �m �i ��'os' c -o ° m � d;x m n� � PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 5 ILW SHEEf NO. PERMIT DRAWING DETAIL 3 DENOTES HAND TOE PROTEC710N ROADWAY DESIGN HYDRAULICS �No�ra s�aie� ENGINEER ENGINEER SHEET 3 OF 21 —�— �a, e1 o,s,oa CLEARING ,�, P� sto �3t2a27 1, -y0 Ground F`� o= g2ai3.�•rcn d=75F d F F DENOTES FILL IN � o= 2n��/3yos ��re."�e WETLAND 9s L= 407.7Vc Type ofLiner= CIASS B Ri�Rap R= 2��n� LIf�1T5 TO BE DIRECTED BY ENGINfER ,(_ . � � � e= A�w '� LEONARD B. WHITE � � � � RUl10�%- �G� � DOCUMENT NOT CONSIDERED FINAL DS = 55 MPH DB 4�0 PG 587 � UNLESS ALL SIGNATURE8 COMPLETED � TAIL 1 � /� SPKIAL CUT DITGH ,(� � Qz• W R A M E Y& K E M P '� ,������`���, ,(� '� "5��v ASSOCIATES, INC. � o� °�� �49��' 7ranspotta[ion Engineers Siope G,[ro�wd ?��� �p�'�e � � 5Ra8eigh, North Caroli a 27609 � p� ,[_, ' 1� m��. o=t.o R. .L Phone: 919-872-5115 � �� www.rameykemp.cc 1\ NC License No. C-0'. LEONARD �: WHIT oy m�� � � � �= 43fi P G 134 \ "' o FROM STA 14 r 90 TO STA 16 r 65 -L- RT � 2� --- �,� � � � O � � / � � '�EDISON JULIUS E�KINS, III � '� � DB 1139 PG 915 (TRACT U ,� � � � �� 100 PG 68 ,� '� 15+00 � � ,f� '� �. ,� '� � .--� [� ,(� '� >/�`r'9 • \ � /'\ <'•2q, 2 �- I � � � ��� � ,� RED HILL SWAMP ,(� \C.�; rp \ '� � ,� '� i Fr�s ,[� � � h'�W � � � ' I� � � ` \ \ � � � \�� ` `_ L ;� � � _, _.\� " ,� ' --- -� — � WLB —�' � , � � "LN L.IJJ—: - � �_ �--- — — O C -E_ � P-� � � � 7 - � ' - - - - - - - - - - -- - - - - � - - - � �` vy- - _ �- � -- - - '- - - —� - _ --___ `. C'�J" .�`] ����- .y-'�L �'�--,r�3- �..���-� _._ _"�_� -`_� _ � - ___ � O �o �- -----____-- $R 1700 RED HILL ROAD �n.P o + � Cen � ury IJn!< g;� , •o � � DPS � �.. _ � — ` — — - _ - _ — — — _ 2' FDP _- _ + Q� Fa- W \J N �,. -� -__�_ — - ` -_- --____ . _ . N - — . o - � � v' _ � � \____' � —L— N 40' S5' 32J' W , non �FFr� w�� Ri>� "o ' N� J N _ _ _ \ ._ " _ _ �i , � ;.- � I = W�\� j� O O � _ _ _ - % - � .,... JVi W W — _- — '— - W Z N . _' - _ - W W J 0.10 R��O, 2'FDGS �"'_ � ��1:: pr_ v"�i Cellili��L.�.�._-_-____ __— _ __-- ` � ,.. 2'FDPS 8:1 J VI U2 ._ .7F,_ I. _ -_- _ _- , '___� 24' - � `�\ GREU NPE TL = ;.. �— �—� ` V F - � , �r�SI R/N' .- a - � - F `�� � I I 24 _ — ' __�------____ . — _ - - - - � q ARM.LR -� / nO - - - _ ��� � � - - C � � _ � _. _.r, �t� ?T� , r� �� � 0501 / F F � F � �� R / � . I •� I � � _ � � � E E E r (' � � I CL45S 8 RIPRAP � E5T 2 TONS ,L SPECIAL CUT DITCH E5T 7 SY GEOTEXiILE I '1� SEE DETAIL I � CL45S B RIPRAP � EST 3 TONS ,C. EST 10 SY GEOTEXTILE TIE TO I / � �� EXISTING DITCH ik\ / � / � � � / `� BROWN M�RSH SWAMP '% / � � � � � � � / � � EDISON JULIUS ELiiCWS, III 1 ,� � DB 577 PG o07 ' ,� '� � � 1 � � � / \ DB 1139 PG 915 (TRACtG��\ ,� �� � � � � — �� — 9lM — _ � �' � ,� '� � — — — _ � ,� � '� � \ '• / � � \ ' PAVEMENT REMOVAL I� � \ \ �� � � / � FOR -L- PROFILE, SEE SHEEf NO. 13 N Z 0 � � PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 6 DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE AT BRIDGE NO. 222. �'+ SHEEf NO. ROADWAY DESIGN HYDRAULICS PERM IT D RAW I N G ENGINEER ENGINEER SHEET 4 OF 21 DETAIL 3 '� � TOE PROTECTION � � � Noi ia Scola� �a���o� 1> °`�s� a P/ Sta 22t/4.08 � '� �� Gruund Geot .�ile � � �' B �, . �� �� � � �_, 5 F [�, L= 387.45 '� S/� / ryPe of u�e.= cuss e R���tOP T=/95^.4^3��ry O � 1� DOCUMENT NOT CONSIDERED FINAL � LIMITS TO BE DIRECTED 8Y ENGINEER � R= I�WAJV /� .' UNLESS ALL SIGNATURE8 COMPLETED � Runoff = 96' � RONALD ERWIN V�ITE � ,(< DS = 55 MPH DB 1084 PG 112 � __RAMEY&KEMP � /� '� /� ASSOCIATES, INC. � � /� 7ranspotta[ion Engineers � 5808 Faringdon Place, Suite 100 � / � Raleigh, North Caroiina 27609 � �'F [� Phone: 919-872-5115 L �� L www.rameykemp.com i\� �( �1� NC License No. C-0910 i� / ` /(� � � � /� 1� � � � L � � '1` .' � � '1` i� � � �� �p � RED HILL SW�AP � � 'C�J r � � 2�+00 � EDISON JU�IUS ELKINS, VII z � � ��s ,� DB 1139 PG 915 (TRA�F U � ,� ^_ �, � ,� PB 100 PG 68 '� � BEGIN BRI GE � � � � � � � / �` —L— POC STA. 20+65�0 � >w�� �r �= I '� � � c1 -� � mm - , m� =r m �+ m� y _ � .� + P O �O O � EST 5 SY GEOTEXTILE � [� /`\ � � E lD BRIDGE � � —L— POC STA. 21 +58.20 '� ,(� /'�,� N � BROWN MA�SH SWAMP /� � � � � � � � � � � � � � L�V� HOWARD JON�S �5 � � D PB 871 PG 804 DE OEARINGND � � EOISON JU�IUS ELKIBV�III '� ,�B 577 PG 607 � '� � F F DE�IOTES FILL IN D8 1139 PG 915 (TRACT U � � WETLAND i \ � ,1\ L 0 0 0 _ o + v N ^ H ~ y W - � N � W W Z h _ U � � � BRIDGE APPROACH SL4B FOR -L- PROFILE, SEE SHEEf NO. 13 z O � � PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 7 ILW SHEEf NO. DENOTES HAND ROADWAY DESIGN HYDR,4ULIC5 DETAIL 3 CLEARING PERMIT DRAWING ENGINEER ENGINEER TOE PROTECTION � i Ho� m s�ami �,Qg SHEET 5 OF 21 �o��d 1'F"S'° F F DENOTES FILL IN NAD � d WETLAND 9S d-1.5 Ft. Geo�e..�ile � Type o4 Li�er= CLASS B Ri�rRap i/ � � � LIMITS TO BE DIRECTED BY ENGINEER �� (� -L- l� ,� �� l\ P/ Sf0 t/4A8 P/ Sta 25t2628 � DOCUMENT NOT CONSIDERED FINAL �G [� �= IB� SI.7' (RTl �_ %.38� ZI.4' (RTl UNLESS ALL SIGNATURE8 COMPLETED � '� o=� 4s� 2aa• k� _.� ia ssz /� L = 387.45' L = 240.00' '� T= 195.43' T= 120J8' � R A M E Y K E M P /F R = 1�200.00' R = 1.800.00' - - & - - - - - - - � /� � ASSOCIATES, INC. e- A4 e= A4 l� T�a�sPa,�a��o� E�9;�ee�s /, 5808 Faringdon Place, Suite 100 � Run�f = 96' Runoff = 96' �� Raleigh, North Caroiina 27609 � DS = 55 MPH � DS = 55 MPH � Phone: 919-872-5115 � www.rameykemp.com � � [� NC License No. C-0910 /\ � � /� /� � L � [� � ,\ � [� /� (� � � /� /� � �i_ L � /F \ /�e ��RED HILL WAMP 25+0�� � � � � � � � � � /� 0 � � � � � ROrIALD ERWIN WHITE � /� W � � DB 1084 P���2 BEGIN BRIDGE/F /F -L- POC STA. 26+36.81 /F � � � � � BEGIN PROACH SLAB � �R� �=^�_ � za� ��a1- E7.7r � -L- PO STA.26+25.94 ,, _ /� � s ` � ,SC���-�, - /Q� � _ f � F � - ' _ � — - - _ 1 _ -� r...:. _ _ — � _ = _ - � _ •, - . — — --- _ , `_ O , ^ I , � F , -'_ ' J L ; _ __ .:� : �. _— ;. _ �_ � I � � � L, _. ._ . � T � _ — —_ - � I � — — i �=��� b ��N'' � -- _ — - o - ILA "' - - RO � ` e:, � � � TvrE n-a � - — — c� � -'� ,;�F " ����-- _ -__ -- — -- -- _ — - ' -- � , I — o o H w r�2' FDRS- � 8:1 � � � � _ - — � � � �� �� � I � F'G I 226 � _L_ � �. � R �/� - ",. - H/L ROJ � Z tn Z�—� - � I I I 11 � o o�oi r N/4''F%' /.3(� W �F a�r _� ��n END S'gG m m __ o ',J i � � _ -- _TB-�G{ +54 RT W W � �r � 11 = - _ _ � -�- — — _ — ` —a' _ - _ _ — — — _2_FDPS _ _ � ? N _ � < � .. � � � — . _ ' �� rn __ . -- _ _ _ [ ��\ � �- rm r� a InP.� '+ F F m � : c�N� -i�-- — — ` � . � i, r 'J : W � - ------- o � �,.:, �. � \ \ �y � �` N ----------r- - - - - - - - ---- • . I � '��� ` -. '�` . — � � A _------ - - —� �-- -fTj' . �r . '- _ _ - -F ---- _ - _ ` � i�' �� �'W p -- 5nn"I _ _ - - . . ' � - - - - - - - � - - O F — � , � � , N - _ . _ _ _ _ . . _ . ,. � � � .y �/� Q zg PJGHT ~�� _ _,� _ - _ '1,-� `--= - —1 " ` '-l�' '"1 1_ �, O ELEV 65Si' ,�_,_ � r,��-�_ ���� . �-' __ _ ("1�-� � l��' ' 'i ; _ . - � ' s �� - �- � � � � DO NO7 DISTURB TREE /, � � �� '��� �1-A1= � BR� ScAT= /� /� �: _.- , 6�.7�' � END APPROACH SLAB � CLA55 B RIP RAP � � EST,T°"5 -L- POC STA.27+45.06 � O E5T 5 SY GEOTEX1llE (� � g /F END BRI E � � l� N ,� -L- POT STA. 27 + 34�19 � � � '`F BROWN MARSH SWAM� � � N � � � � � iF � � � LEVY HOWARD JONES � � � DB 887 PG 804 � � � PB 71 PG 47 � i � � � i � � � � � �� � � � BRIDGE APPROACH SL4B I /\ �G FOR -L- PROFILE, SEE SHEEf NO. 14 N Z 0 N � � � �, x, � _ d � w G _ r �. � � � � � � � 0 0 � � y � � w � � � w a E �m °i � ��'oc m-p a � r%iS m r%�CC � PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 8 ILW SHEEf NO PERMIT DRAWING DETAIL 3 DENOTES HAND ROADWAY DESIGN HYDR,4ULIC5 TOE PROTECTION ENGINEER ENGINEER � No� ro 5miel SHEET 6 OF 21 �F�"a CLEARING NaNml ,L.\ ��S\oQ Gro�nd F` ,-,SF, d DENOTES FILL IN � �'95 , � . \ �eore���e F F /' I� Typa af Liner= CLA55 B Rip-Aap W ETLAN D /� ��\ LIMITS TO BE DIRECTED BY ENGINEER � % ` /\ , \ (� � /� � ' \ DOCUMENT NOT CONSIDERED FINAL � I� �' /� /� UNLESS ALL SIGNATURE8 COMPLETED � � � �r � � /� __RAMEY KEMP __ � � --&--- � � ASSOCIATES, INC. I 7ranspotta[ion Engineers '« � 5808 Faringdon Place, Suite 100 � �\- � � Raleigh, North Caroiina 27609 � Phone: 919-872-5115 � � www.rameykemp.com / ' NC License No. C-0910 � � � �� � � l� � �` � � �o � l� � � J� �MARY GERTRUDE EVANS � � 30+00 /� ,i, � IRREVOCA�E TRUST � /� `�>; /� � DB 538 PG 078 O � `�°:_; ��.r � � �� � � RONALD ERWIN WHITE ,� � � /� DB 1084 PG 112 /� � � � i /,� � BEGIN B�DGE ,�e `� RED HILL SWAMP � � � —L— POT STA. 31 + 0. 1 /� /� (� � CLA55 B RIP RAP /� EST 5 S�YNGEOTEXTILE /\ /� BEGI APPROACH SLAB eFG >Eu�= .;�c sEar= � —L— P T STA. 30 + 94 93 67•71 � 6'.bs /� /, /� lF _ � - � ��-; ; �c� � r—� — r—; , ,� -� � _ , -t1 r �.;`- - _ � . - ��_ _ , r i � ;— , � � -� _ - ' � t J - � � F � , , - t � � � J � '� _ _ - � _" PD�' �au ,,`-� - -- _ �-� � - �l, - �. 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SHEEf NO. 176P.b.R.92 9 ILW SHEEf NO. DENOTES HAND ROADWAY DESIGN HYDR,4ULIC5 DETAII 3 C LEARI N G P E RM I T D RAW I N G ENGINEER ENGINEER TOE PROTECTION ,"°"° _�'°, S H E ET 7 O F 21 F\ Na� �°���d ti'F"S'°pe F F DENOTES FILL IN d=1.5Ft d � WETLAND ,� NA� �'95 Geole�ile // �' ype af Liner= CtA55 B Rip-Rap '\ � MITS TO BE DIRECTED BY ENGINEER � � �G � DOCUMENT NOT CONSIDERED FINAL � I� � UNLESS ALL SIGNATURE8 COMPLETED � � � � RAMEY KEMP � � /� --------&------- /� � � � ASSOCIATES, INC. � 7ranspotta[ion Engineers � 5808 Faringdon Place, Suite 100 (� � Raleigh, North Caroiina 27609 � �� Phone: 919-872-5115 (� � www.rameykemp.com [� �� � NC License No. C-0910 /� � �i � � � ` ' \' /� � � �\' � � �` � l0 /� /F 'K35+00 � � MARY G�RTRUDE EVANS � � ` � IRREVOCABLE TRUST � /F � � DB 5� PG 078 /� /F /F � RED HILL SWA/v1P � � � � � (� � � WGOD� � '\ I� /� L � � l� �G L � L i� /\ � � L /� � (� /\ � ` '. �, ' `..� , , � .., ,. ;... 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ROADWAY DESIGN HYDRAULICS PERMIT DRAWING DETAIL 3 DENOTES HAND ENGINEER ENGINEER S H E ET 8 O F 21 T�E PROTECTION C L EA R I N G � No� o Swle� \ �et �°���d �'F��S'°`e D E N O T E S F I L L I N P/ Sto 43 t30.80 Nq p ^ F F WETLAND o- a'3aoo'�.o�«T� �95 i/ d=1.5 Ft. �� /\ �°�a���e /k = 232J8' Type o/Liner= C 5 B Rlo-Rop Y =//6A9' '� LIMITS TO BE IRECTED 8Y ENGINEER � R- II,459J6% L e = NC '� ` � � OS = 55 MPH � DOCUMENT NOT CONSIDERED FINAL � � UNLESS ALL SIGNATURE8 COMPLETED /� /F � � � � __RAMEY KEMP __ � � -&- � � � ASSOCIATES, INC. � 7ranspotta[ion Engineers � 5808 Faringdon Place, Suite 100 � Raleigh, North Caroiina 27609 /' 11 � Phone:919-872-5115 /� [� www.rameykemp.com (� �\ NC License No. C-0910 /� � � L � SHE�TON 0 BAT1"EN '� ��N i`V`�n DB 1128 PG 391 + � � � � �B 1084 PG 106 � � � PB 56 PG/�61 0 � � �o � � � � � � � MARY GERTRUDE CVANS � �!� � � IRREVOCABLE TRUST � � � I� D� 538 PG 078 '� /�RED HILL SWAMP � �� � � � � � � � � � m /F /� � � � � � � � � � � � � WV'���r,�- � �i /� ' \ �' _r — - p � F �.� ; � - _� � � ., - '' .. r- . ; z � � - ' -_ _ -- _ - - _ ,_i 1,��- i.�� _ ' _ _ _ _ GI .!W F O �. i ., �.: _ , � ' . , � -. �. : O— . _' ' ; . _ `_ _. _.-. . . -. - _ _ _ _ _ � . .. o F F F F , o F-- , _ _. 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DENOTES HAND ROADWAY DESIGN HYDR,4ULIC5 DETAIL 3 CLEARING PERMIT DRAWING ENGINEER ENGINEER TOE PROTECTION ,"°' °$ca1" —c— S H E ET 9 O F 21 �F� �°` �°o�;°d 1,f��S\�Qe D E N O T E S F I L L I N Pl Sta 43+3080 F F �/ETLAND o - �3a�.o'«� N'� d �95 l� d-,.5 Ft Geafadila L= 232J8' l� Tp = //6.09' � Type of Liner= ClASS B Rip-Rap /1 =��,459J6� � LIMITS TO BE DIRECTED BY ENGINEER (� B NC (� 1� /� � � = 55 MPH� DOCUMENT NOT CONSIDERED FINAL L UNLESS ALL SIGNATURE8 COMPLETED � � ,� /� /� RAMEY KEMP ,� /F --------&------- � � END PROJECT 17BP.b.R ASSOCIATES, INC. I 7ranspotta[ion Engineers i�� /� -L- STA. 47 + 20.00 5808 Faringdon Place, Suite 100 [� � � Raleigh, North Caroiina 27609 �\ Phone: 919-872-5115 I � � �� www.rameykemp.com /�� / , � NC License No. C-0910 � �F /� SHELTON 0 BATT�J � /F � DB 1128 PG 391 � /`c � � DB 1084 PG 106 � � PB 56 PG 61 � /F � °�R 45+00 � � � � l� � �, RED HILL SWAMP� � � /� � � � � �END BRI GE � � � -L- POT A. 45 + 71.19 � � � � � �� � END APPROACH SLAB /� /� � � CLA55 B RIP RAP CLA55 B RIP RAP EST 1 TONS EST 1 TONS /� -L- POT STA. 45 + 82.06 /� L �EST 5 SY GEOTEXTILE EST 5 SY GEOTE%TILE �G '\ � � er�c sE�T= r�Hc sEnT= � /� �5.��,,- � hs.zz /F � �G noz � PD ;-r PD - ,_.. �tJ-J�--' � iJ-r�-t r�f t,� ;_J� � - . _ " '� -'�_. .1R� - � , _ - ._ l � i 1� i rv _ R ����_ � -� - � — � -- ,, � �� - Y '� - � - - - ��" �� � .iv � � - -- - -- - � u 4�'- - -- - - � - � ��- `.. � ,t•� � �ni � .�r- 1`'� -- - - - - - _ ,- - _ 06 . � �"�.�} _ � �. -� - _.rt_ F- -� r,,y�I �, nIC�) �J [� ., - __ �� . �. � � � , �r i wi � 5 � � ., O � �F, ' R � ' . --_ I�~ ' � V"T y u � 7 - ` - _ � GREU� 7YPE TL_3 _ _.__ -- F � �R�Ot� R�B i-HL V7�CCT - 5��B04e W _ B'S' 7}YPE-III `. \ �O GRE PE -3 ' .l 'N47 �� 8:1-- � - - - - i- _ _ ' FDPS - '\ - - - _ - I - 3 _ - - - _. 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Transpotta[ion Enyineers 5808 Faringdon Place, Suite 100 Raleigh, North Caroiina 27609 Phone: 919-872-5115 /. � . \ � + � �� � -\ 4 j �_\ � � �•� � ___ -_-__ _ I �,a�V ✓ I �- � � , � \ ���� I � � � A ` �, � � _�_ �/,�. \\ . . \\ � �� .. z �.. �I����� o/ _ \ _ . , � _ �� � — _ � �\ \ � . \ y z'�" RZP V . � \�� �i `� � .. :� \ ' 0401 � . /�-, _ i.�� �\ _ ' ` . . \ \\ Y � \ � I � \ O \\ � � \ \ .' '. . \ \ 'S�_ ` � ; \ \ z \. ' cu�,Tivnt�o \� y � o� , __ . � � � JEFF D. ��\ \.� � °�r �� �� �0�� � '� � � - �� ETHERIDGE, J �'• � � ��� � � .,� �� � � � � � , � � � ;,, � � �..' DB 642 PG 63 � ,_ � � V�� � oo ° 0\� - � �� � T � ' � �� - � ;�r,� =, `\ � � , , �-\ ... SPKIAL CUT �ITCR 1 �A .:.� \ � � C 5 B RIPRAP � ... ' -' \� � . � . ...� � �... SEE DEfAII 1 � 1 \m � -- I IEST 5 TOMS � _` ' �:. F ,R_.. BEGIN PROJECT 176P.6.R.92 � ` � o, °' �� � I EST 4 SY GEOTEXTILE � —L— STA. 10 + 00.00 \� , _�, 1 ^ . ` _ �� �`� � � � 1 � � _ �_ \� � _ � -- ,5� ,5� � - � _ /� � . . ... 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PERMIT DRAWING DETAIL 3 DENOTES HAND ROADWAY DESIGN HYDR,4ULIC5 TOE PROTEC710N ENGINEER ENGINEER (No�b S�ale� SHEET 12 OF 21 -�- �a, a1 ,,s,oa CLEARING ,y P� sto �3t2a27 1, -y0 Ground F`� o= g2ai3.�•rcn d=75F d F F DENOTES FILL IN � o= 2 n��/3yos ��re."�e W E T LA N D 9s L= 407.7Vc Type ofLiner= CIASS B Ri�Rap \ R_ 2��n� LIf�1T5 TO BE DIRECTED BY ENGINfER � ,(_ e= A�w '� \ LEONARD B. WHITE � � � RUlIO�f- �G � DOCUMENT NOT CONSIDERED FINAL � DS = 55 MPH DB 4�0 PG 587 � � UNLESS ALL SIGNATURE8 COMPLETED ~`� � TAIL 1 � � ,(� SPKIAL CUT DITGH ,(� � Qz• W __ R A M E Y K E M P__ -&- ,������`���, ,(� '� "5��v ASSOCIATES, INC. - � o� °�� �49��' 7ranspotta[ion Engineers ,L Siope .. G,[����� �.�� �F\ �e( ' l� � .L 5Ra8eigh, North Caroli a 27609 . - � - ---- - - -- � c�.. 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SHEEf NO. 176P.b.R.92 6 DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE AT BRIDGE NO. 222. �'+ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � � � � -L- P/ Sta 22t/4.08 � '� �� � 4 46' 87' T I `�9 L = 387.45' '� s/� T=/95.43� O 1 DOCUMENT NOT CONSIDERED FINAL R= I,ZOO.CKY� ,'� 8 UNLESS ALL SIGNATURE8 COMPLETED Runoff = 96' � RONALD ERWIN V�ITE ,(< DS = 55 MPH � DB 1084 PG 112 � __RAMEY&KEMP __ /� � \ ASSOCIATES, INC. 7ranspotta[ion Engineers � . 5808 Faringdon Place, Suite 100 / � Raleigh, North Caroiina 27609 �'F [� Phone: 919-872-5115 �� www.rameykemp.com / NC License No. C-0910 [� � � C/ i� '` '... (� � /, ,( � ,(� 1 I ' � .. ' 1 � ' 1 � \ ) � �� � RED HILL SW�i1P , . � � � � � r . � , -, \ � � I,� EST 5 SY GEOTEXTILE � [� � � E lD BRIDGE \ -L- POC STA. 21 +58.20 '� � ` BROWN 1�1A�SH SWAMP /� � > � ,� _ O � � � L�V� HOWARD �ON�S � oa aa7 �c 804 DENOTES�HAND �e 71 PG � ,� CLEARING � � DEN�TES FILL IN F F TLAND � \ L � /�\ L 0 0 0 _ o + v N ^ H ~ y W - � N I W W Zh _ U � � � BRIDGE APPROACH SL4B FOR -L- PROFILE, SEE SHEEf NO. 13 N Z 0 � � rn z 0 � � x d � w 3 G _ r i� v � � � � 0 � � � � � � � � w a E �m °i ��'os' [ �o ti � �=m r%�[[ � PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 7 ILW SHEEf NO. DENOTES HAND PERMIT DRAWING ROADWAY DESIGN HYDR,4ULIC5 DETAIL 3 CLEARING ENGINEER ENGINEER TOE PROTECTION � ,"°"° x°'°; S H E ET 14 O F 21 ���0 DENOTES FILL IN NAD ��,,.o� 1> °;,5�°p° F F c.o��d a `�/9S �_,5 F, WETLAND , Geo�e..�ile � (/ / , � /� (� , \C Type o4 Li�er= CLASS B Ri�rRap � LIMITS TO BE DIRECTED BY ENGINEER (� —L— /� �G �� l\ P/ Sf0 t/4A8 P/ Sta 25t2628 � DOCUMENT NOT CONSIDERED FINAL �G [� �= IB� SI.7' (RTl �_ %.38� ZI.4' (RTl UNLESS ALL SIGNATURE8 COMPLETED � '� o=� 4s� 2aa• k� _.� ia ssz /� L = 387.45' L = 240.00' '� T= 195.43' T= 120J8' � R A M E Y K E M P /F R = 1�200.00' R = 1.800.00' — — & — — — — — — — � /� � ASSOCIATES, INC. e— A4 e= A4 l� T�a�sPa,�a��o� E�9;�ee�s /, 5808 Faringdon Place, Suite 100 � Run�f = 96' Runoff = 96' �� Raleigh, North Caroiina 27609 � DS = 55 MPH � DS = 55 MPH � Phone: 919-872-5115 � www.rameykemp.com � � NC License No. C-0910 /\ i /\ '� � � .� _ _ . _ _ - L � � /� ' � (� � �___--_—_-_. �\ / � L�� . � .. �.. /� I �_ /� � � 25+00 '� �RED HILL�SWAMP � � � /� /� /� _ /� /F �, /� � 0 � ,� , � � ROYJALD ERWIN WHITE � /�, W" � DB 1084 P���2 --- BEGIN BRIDGE/F � r—' � _ n _ - � . _ m ^' -- m� �, r _ � rn � D - �` N A + O O O O � � i i �/� �\ � �. . . EST 7 TONS v \ --L— POC STA. 27+45.06 `� � . EST'S SY GEOTEX1llE .. /F - END BRI E ,� -L- POT STA. 27 + 34�19 - - `,'�` BROWN MARSH SWAM� � � � LEVY HOWARD JONES � � DE3 887 PG 804 � ;PB 71 PG 47 � � � � � ______—___ , � �\ /� 0 0 0 � + m N � H W N W J H � w w w Z N _ � � � � � BRIDGE APPROACH SL4B FOR -L- PROFILE, SEE SHEEf NO. 14 N 0 � � PROIECT REFERENCE NO. SHEEf NO. 176P.b.R.92 8 ILW SHEEf NO. DETAIL 3 DENOTES HAND ROADWAY DESIGN HYDRAULICS TOE PROTECTION ENGINEER ENGINEER PERMIT D WI jNotfaS���=� CLEARING SHEET 15 OF 21 �F�"°` N c�o��e 2.��`�Soea d F F DENOTES FILL IN A� ,�95 \ d-,SF� GeOre�11e WETLAND „ � I� Typa af Liner= CLA55 B Rip-Aap � ��\ LIMITS TO BE DIRECTED BY ENGINEER � % /\ / \ (� � /� � ' \ DOCUMENT NOT CONSIDERED FINAL � I� �' /� /� UNLESS ALL SIGNATURE8 COMPLETED � � � �r � � /� __RAMEY KEMP __ � � --&--- � � ASSOCIATES, INC. 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURE8 COMPLETED RAMEYKEMP --&------- ASSOCIATES, INC. 7ranspotta[ion Engineers 5808 Faringdon Place, Suite 100 Raleigh, North Caroiina 27609 Phone: 919-872-5115 FOR -Y- PROFILE, SEE SHEET NO. 15 WETLAND AND SURACE WATER IMPACTS 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) (tt) (tt) (ft) 1@40', 1@50' 21" CS W/ 2'-6" CAPS 1 16+g0/47+20 -L- LT 1@45', 1@50' 21" CS W/ 2'-6" CAPS 0.36 0.54 1@40', 1@50' 21" CS W/ 2'-6" CAPS 1@35', 1@40' 21" CS W/ 2'-6" CAPS 1@40', 1@50' 21" CS W/ 2'-6" CAPS 18+25/47+10 -L- RT 1@45', 1@50' 21" C5 W/ 2'-6" CAPS 0.22 0.47 1@40', 1@50' 21" CS W! 2'-6" CAPS 1@35', 1@40' 21" CS W/ 2'-6" CAPS TOTALS': 0.58 1.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb Perm. Fill In Hand Clearing Wetiands In Wetiands (Sq. Ft.) (Sq. Ft.) Site 1 (LT) 15535 23391 Site 1 (RT) 9385 20451 TOTAL 24920 43842