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HomeMy WebLinkAbout20190465 Ver 1_17BP.4.R.92_Permit Drawings_20190402_20190410.;.�y..,. ��.1�����,�x�,, North Carolina Department of Transportation 5 l(}�I71� V��'t' ' ,,, ,,.,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN - (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.4.R.92 County(ies): Wilson Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.4.R.92 Pro'ect Type: Bridge Replacement Date: 2/21/2019 NCDOT Contact: William Cail, P.E. Contractor / Desi ner: Jason Patskoski, PhD, P.E. Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services 1020 Birch Ridge Drive 100 East Six Forks Road, Suite 300 Raleigh, NC 27609 Phone: (919) 707-6711 Phone: 919 322-0115 Email: gcail .ncdot.gov Email: jason.patskoski(a�summitde.net City/Town: Elm City County ies : Wilson River Basin(s): Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.152 miles Surrounding Land Use: Rural Area with Agricultural or Residential Land Uses Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.46 ac. 0.38 ac. Typical Cross Section Description: 2 lane road with 10' travel lanes and 6' paved shoulder with total bridge length of 41.15 ft 2 lane road with 10' travel lanes and no paved shoulder with total bridge length of and width of 41.45 ft 35.43 ft and width of 25.52 ft Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1120 Year: 2025 Existing: 450 Year: 2016 General Project Narrative: State Project 17BP.4.R.92 involves the replacement of NCDOT Bridge 970092 on SR 1339 over Town Creek. The proposed bridge will maintain the existing level of service. (Description of Minimization of Water The proposed roadway fill slopes are 3:1 and are grassy. There are three proposed lateral V ditches with grassy 3:1 side slopes on the left and right sides of the roadway to Quality Impacts) convey existing drainage patterns and minimize disturbance in the surrounding wetlands. There is a single riprap lined special cut ditch with grassy 3:1 sideslopes on the right side of the roadway which outlets to the wetlands. All ditch velocities are non-erosive in buffer zones. Waterbod Information Surface Water Body (1): Town Creek NCDWR Stream Index No.: 28-83 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Town Creek Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No 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) � � � � � � � � C � � � � �� �� ��� � Q� �� �o � o�= NZ o � �N U � �°— Qo � o� N I� � 00�� N O� . . � . � � ., � � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet A1�D C UL VER T ���� � �� .��_ �' ��� � ����� �'T� � O s, �s\� ,5, -, c,� ��= �-- � F BEGI N —L— STA TO SR 1619 (BARN ES ST.) STRE�►M AN D WETLAN D IMPACTS C U LVE RT ����'s�� ��� Fi(� . 15 + 42 .42 � � � `� �. N N O M O O • � �V E N D C U LVE RT `�� ��� —L— STA. 15 + 83.58 BEGIN PROJECT —L— STA. 11 + 00.00 �s � � \ \ �v�.� ���:�� v��� �� �� \� � � �����, �� -\ � �� � �- > ,� � � � � � � � ��`'� `� � :'= 90% PLANS END PROJECT —L— STA. 19 + 00.00 e � ..,... \ ,, , � � � � �� � o � �� � �� \ \ � �, � �� �� \� \\\ � ��� � � �, � � /�� , �� /� � �/ � � � % �s ro r'� G SR �3 F�o 40 � cy R�. J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored In the Office of: HYDRAULICS E111GI1�EER ��,,�� � � � � � �,,,,,, GRAPHIC SCALES DESIGI� DATA PRO ECT LEI�GTH 504 Meadowland Drive ,,��� �N. �ARo '�%,, J � Hilisborough, NC 27278-8551 �� Q�. '�cESSIq�� �/�i �: Voice: (919) 732-3883 � _� � 9 ; ADT 2016 = 450 Fax: (919) 732-6776 ' SEAL 50 25 0 50 100 ADT 2025 = 1120 LENGTH ROADWAY PROJECT = 0.144 MILES DESIGNANDENGINEERINGSERVICES www.summit-engineer.com = � O4fZZ6 ' = Q0� �o' �'� FIRM NO. P-0339 % �.. .: �\ �� C�, o T = 6 0�0 * _ 2018 STANDARD SPECIFICATIONS �;��Q ''• �bGINE,�•'' ��� Q`` �� L ENG T H S T RUC TU R ES P ROJ EC T - 0.008 M I L ES % ti� `�,� � �o PLANS �S ,� * � V= 55 MPH �% M. PP ,,. TOTAL LENGTH PROJECT = 0.152 MILES SIGNATURE: PE ��i�����iii�„``� � a 50 25 0 50 100 RIGHT OF WAY DATE: �' BRANDON W. JOHNSON. PE ��,,,,""",,,,,, a o PROJECT ENGINEER ROADWAY DESIGIV ,�����N �ARO��'%,, � o * TTST = 3% DUAL 3% NOVEMBER 6 2018 �' o..���� ��v��..ti = �' a PROFILE HORIZONTAL ' E11tGI11tEER ; �: � q� �.v =; ��� Q�Q � � _ � � SEAL �: z = � o FUNC CLASS = LETTI11lG DATE: FAITH E. JAHNKE, PE ;��.. 034371 ;�\ °� �r°3Q��� 10 5 0 10 20 0... �IN�...'� CHAD COGGINS SEPTEMBER 24, ZO�9 j'ROJECT DESIGN ENGINEER .��//ON ,O\\\`; LOCAL RU RAL 11tCDOT C01�TACT: ;�� ?� SUB-REGIONAL TIER DIVISION 4 CONTACT P.E.�' '�����������������. PROFILE (VERTICAL) SIGNATURE: ����� �� � ��� ��� ����� �������� �� ���� ��� LOCATI01�: BRIDGE 970092 01� SHARI'E STORE RD. (SR 1339) O T�ER TO W1� CREEK TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G PERMIT DRAWINGS � i z n 0 �z w n z� n � 0 N 0 P E RMIT D RAW I N G SHEET 1 OF 11 • DETOUR ROUTE N 0 � > w � � � � � � � � � � N � � Q ��� oa i �� rno o� _ �,_ �� �� Q� �� �� o�� BEGIN PROJECT -L - ST A ll +00.00 � � �. � �� .�� �, ., ' �3� i�. � �_ ,��'� . . •_ � , PT 1 RTHUR VERNON BATTS (HEIRS) �_� �� , .,... ; : t �� ������ ^t - - -- -_ -�� - � e � > --- , , ,� '�� w� _ I � ----- - -� �-�.__ �, �. �,_r� , � -ti;_r `^, _------ � -------------- E V DITCH - � `° DETAIL 4-2 � � -� ✓ � r �, i 15'" � B \�;� �5= � a\ Tir�ro� � � � � ��� - -- -�- _--- -- - _- - - - - ----- - - - - 1 r= _ - 1 -- -_ _-- - - _ - -- - - -_- - -, _ - - -_ -t - -- = - r- N �`'� fV r O Q NO N A� / i u - -- --' - -- - _ � � o 0 0 o a N�t 4 o � i3� ` HA;r�F �,%� ��� Lr� f�� T -- � �� o M - -N � ` 3'X5 RCBC ;� ';' ' y . ---- /1 ----- v, ---- ----- - - ----- � T- i 1-__ � -- � - i- --- -_ - - - - - � _-_- -_ _ -- __ __ - r __ -___ - - -� .� ___- - ______- i -� __ � � � � > � -rF- �� , �.� F REU TL-� - ,. F F - C L" - - <' � - , �_ � - - - -- - --- ---- -- - �_� • , _ _ --- � � �xsTwr, �,��,�� - � E E , '� / � TIE �9 EXI�TING DIT � TEMPORARV PIPE FOR LVfR ONSTRUCTION I RIP RAP LINED SPECIAL CUT DITCH � I, � SEE DETAIL 4-3 I ERVIOUS I E FOR CULVERT ONSTRI DETAIL 4-1 TOE PROTECTION ( Not to Scale) �� FILL NATURAL ��,'C��� SLOPE GROUND d � GEOTEXTILE d = 0.5 Ft. Type of Liner= 8 TON CL B Rip-Rap, 9 SY GEOTEXTILE ROM STA. 11 + 25 TO STA. 11 + 75 -L- LT D ETAI L 4-2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � '� �� � Fill Ground pR 3•� ��O'�e Slope F�� D F Min. D= 1.2 Ft. �A, TIE TO EXISTING DITCH � � � IF � IF PROP CR`� SPECIAL LATERAL V-DITCH � S A. 15+51� BEGIN CULVERT EL.119.� SEE DETAIL 4-2 CL I RIP-RAP -L ST A l5 +42.42 SEE OUTLET a TIE TO EXISTING DITCH DETAIL BELOW � n u ::--- -- -- - 3 Sta. = 14 + 52 -L- LT Q2= 0.13 CFS NANCY WELLS DRIVER V2 = 1.15 FPS 2 d= 0.24 FT s = 0.013 FTiFT n = 0.035 � Liner= GRASS SOUTHERN STARS HOLDING COMPANY,LLC �\� Sta. = 14 + 52 -L- LT � � G210= 0.17 CFS \ L I RIP-RAP V10= 1.28 FPS \ d= 0.28 FT SEE INLET s= 0.013 FTiFT '�ST DETAIL BELOW n = 0.035 �,,, Liner= GRASS `��q�j ��-�, BZ % D ETAI L 4-3 RIP-RAP LINED SPECIAL CUT DITCH ( Not to Scale) � Front 1 � Ditch °�.4., T 3.�.n'�6t Slope -�--��- p � d Geotextile Min. D= 1.1 Ft. Type of Liner= 35 TON CI B Rip-Rap Max. d= 1.1 Ft. 62 SY GEOTEXTILE � Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT S �1E 4� OR EN /H1 � CF5 /2 +77.45 s= 0.0 4 FT d= 0.003F FTiFT n = 0.054 n = 0.035 Liner= CL B RIP RAP Liner= GRASS Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT Q10= 5.7 CFS Q10= 6.6 CFS V10= 1.79 FPS V10= 1.58 FPS d= 1.03 FT d= 1.18 FT s= 0.011 s= 0.003 FTiFT n = 0.054 n = 0.035 Liner= CL B RIP RAP Liner= GRASS HTR � 8 TON CL., B RIP-RA'W � 21 SY GEO�EXTILE �i o �� `�`� � �, � ��, %�� ; �� � i il \ � `__ I � P -L - Pl Sto ll +77.86 Pl Sto l8 +05.33 �= 2° /3' 2/.7" �RT ) �= 20' 03' 24.4" (RT l D= l° 06' S6.8" D= 9° 0/' 22.6" L = 199.20' L = 222.29' T = 99.6/' T = 112.29' R = 5,135.00' R = 635.00' DS = 55 MPH DS = 45 MPH SE = 03 SE = 06 PC Sta. l6 +93.0: 6 END CULVERT GEORGE E. TYSON. JR. -L- STA 15+83.J�S AND RUTH ANN EDWARDS BRIDGE NOo 970092 z n 0 � Z w� n � �-- � N 0 END PROJECT -L - ST A l9 +00.00 ��3 RC I i ; _ �EMaVE-- _ r _ -E- __ _ _-� � ��^, - �T T ' N . � . � � - /� f ', --, 0 0 �, = � � ��� � � , INSET S 2' c� " - � � � = � o �,, ��� ; � �-, - - - ---- O M � �\ / , F *- - - - - � - �E I DIKE FOR CULVERT � - O \ ._ � -- N ___ � noN �_� �� _ \ �- - - C � � ,, � � � _ � TEMPORARY PIPE FOR CULVERT . � �� � , � coHnaurnoN � � �v , � � �� �� ,, � � �2 � � � " �� � � �_ � � � � h� � � � � �� ���. � s� 'V`__� % � � � �x_� -- -_-=� FT o , _, ---- � _ _ ' A/�V � �� � _ � -- - � , , - - ` � �,�,-�� .o �,> - - C C � Y� �v � O N � �� ; , . - � ���a .� ��Ti , � � � , �R�,.; �� , � � , � ; „� , F � � � � � � �\ � � �7� � � � � yv , � �� � � ,� c � /I �oR� ch , ����FTq/H � �� ��20- s \ '� B T E TO EXISTING DITCH �� � w� D� �� i�� l �� �� "� �' � WAYNE FRANCIS DAVIS ; �` � 'o� � � , _ "l' AND WIF E, ' � �� � co,�\ ek, r� HYLISS CAROL OUTLAW DA�VIS �SFo � �' , ;' � � �V ��� R�w � '� � �,- V � f � SPE h4� LATERAL �� � - V D TCH� �j � � �3 �' D ETAI L 4-2 , `�' � � � � �� �, , �SFD � / ' �D / � ,,,_ i �ECK 4 , ; LAWRENCE G. BALLARD� III f Mi�NF� ` ✓q qN0 F � F CK Y R F� �T �� T FR FR' �✓R, PROJECT REFERENCE NO. SHEET NO. B -5998 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��,,,, �� � � � ��,,,,,,� ��,,,, � � � � ��,,,,,,,,�, ,�� ����AR��i �-, .�� ���` ����i �% ; �.O �;'9� . tiy = ; =O . �#��Gq�•.!�.9 ; = co : SEAL : Z - ' SEAL = = � �• 034371 :��� � �'•. 046226 ;'� � ;z,. ._� � 2 '•. - � • . /'.,� '•.�`.,�G,INE�•'O`Z`.`� �'.�Q � �GINE� `�����` ,,, oN ' � .,, �% ti' � � �......�5 ,,, i ��''���,�� � � � ������`�. ,''��M'� � �PP����`. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the SU��IT NC FIRM LICENSE No: P-0339 OfFice of: 504 Meadowlands Drive 1r ,G�µoENG�EER�s� Hillsborough, NC 27278 � (919) 732-3883 - (919) 732-6676 (FAX) SEE SHEET S C-1 T 0 C-7 FOR CULV ERT PLANS PERMIT DRAWI NG SHEET 2 OF 11 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � � CLEARING � � � � DENOTES EXCAVATION IN WETLAND FROM STA. 10 + 75 TO STA. 12 + 25 -L- RT FROM STA. 14 + 50 TO STA. 15 + 55 -L- RT FROM STA. 14 + 50 TO STA. 15 + 38 -L- LT FROM STA. 15 + 80 TO STA. 18 + 35 -L- RT . . . ___� . . . . . . �; . ___� . : --------- -- __ __ ___ --- -- __ __ ___ - _--- __ __ ______- ____ __--- ._--- _�__�_-__ �_�_�_� _�_�_�_�__�_�-_�__�-_�_�_ � � i _ �-_ --- - �-----_ _--- ---- -_ -L- S R 13 3 9 S HARP E STO RE RD . � - _ �_ c � - � � - 15 O BEGIN GRADE _ �. �� _ � i i �� � a� � _ a �V _ - '-- _ _ :�_ _ � _ i Q L- STA //+00 � � � , � - EL l2/.5/ - Pl - 12�95.00 Pl -_ 15+60.00 __ Pl - 17+20.00 , -- � � _ i � , _ , ii _ , ___ ��I- - I _. _ I . _ � - - � i _ - � _ W� E� - ll .05 Q EL - 119.88 EL - 117.74 _ , -- EXISTING GRADE a � VC _ 380' � � . , VC _ l50 0� �� _ � �� __ l60' � � 14 0 i <' � -2J8/9% Q K- ll3 _ - K- 62 K 98 � RA �, � ' END G DE ��� �J I � 4�[1 � +� i D 55 MPH _� o_ �n D 50 MPH - o �_ _ � . _ �, ,� : D -= 45 MPH - , n '- _ � - ---- ____ _ _ '� � . _ - _L - ST A l9 +00 _ � � Q i i , _ .-- ---_ __ .__ � - � _� � i , - EL = 118.29 i � N - . � i i � � �- � . � �► O _ _ � W�-� ~ :� ~� i � : 130 m��- : aN � ?,`°: , �,- -�-_ - , . , -- - - , , O� , ��� ,__i_ � � __ _ _ - - - ---- - � _� _ :: - - W cr� l� _ _ . __ -�, : Q - . � -, � � � � � 120 110 � �� • , . , . 70 CULVERT HYDRAULIC DAT A DESIGN DISCHARGE = 440 DESIGN FREQUENCY = 25 DESIGN HW ELEVATION = 117.8 BASE DISCHARGE = 670 BASE FREQUENCY = l00 BASE HW ELEVATION = 118.6 OV ERT OPPING DISCHARGE = 660 OVERTOPPING FREQUENCY= l00 OV ERT OPPING ELEV AT lON = 118.6 _ _______ r�� `�2O 0 j _ --------- - o-- �-�2 - - e � -� .33 3/ 2872/ ----- - -- � - - __ I ~ � � . � � � :O � � � I fl , � � � CFS YRS FT CFS YRS FT CFS YRS FT 10 11 � +)1.0679% . .� .� - - - _--� � - - � � _ TO BE REMOVED __. -_,_ � __ -,. � -_,_ -. �_-� -._ ----�-- _ , _�__, i �- (+)1.0679% f-1/.3375% �--� �- - - .-_ --- - _ - --_ _ - -i- - - --- -- �=��.3375% (+)0.3056% II, --,--�_ -�_ - , � I' --------------------------------------------.----- - _ _ ��� � �� �_ _ . �_ : - � +� Od3000% _ _ _ -- - __ � o .�� .;.Y'� WSEL & NWSEL = 114.8' -- - � � ' I, � EXISTING GRADE � (v J i 2.0' SILL SURVEY DATE 06.06.2018 . i , , , ° - -_ I I -_ i i 'I � � I� 2.0' SILL � 3@ 13 X5 RCBC AT INLET I �' � Q.48��� I I I I i � __ �: v�- 1 � - s- ,.o� si�� I N LET TYPI CAL OUTLET TYPICAL �� �- li � ii NOT TO SCALE NOT TO SCALE � � (LEFT TO RIGHT LOOKING DOWNSTREAM) (LEFT TO RIGHT LOOKING DOWNSTREAM) � � i � � I - '�' �j CLASS 'I' RIP-RAP - - CLASS 'I' RIP-RAP � CLASS 'I' RIP-RAP - � � � • - - •� CLASS I RIP RAP W/GEOTEXTILE � � �� W/GEOTEXTILE , ,� � W/GEOTEXTILE W/GEOTEXTILE - COIR FIBER �� � ��j - COIR FIBER MATTING - - COIR FIBER COIR FIBER MATTING - MqnING i (�� ___ MATTING ----_ ���� . - - p��C,� ,o j � :� � ,�.r'> � �ry '� �9 O oo ,�, j o�c�,� oo° `���- �v,�o�o ,��, o��,� �oo° �s , , �F� � � �v,�o� ry s o �- c�a,ss �i� t�`� �j�0', ry.�- - CLASS I CLASS 'I' RIP-RAP - F 'c RIP-RAP CLASS 'I' RIP-RAP - � F �C oo � RIP-RAP W/GEOTEXT °� �� �° W/ EOTEXTIL , -- --� - -� -- --- -- , - - -- � - � - W/GEOTEXTILE 1.5' - �° �a � - - - ° W/GEOTEXTILE ILE 1.5' - ° � 1.5 G --- _ , , ; . , � - 1.5' LEFT DITCH ---------- - RIGHT DITCH -------------- �i�� 13 � BM #1: R�R SPIKE IN 18" OAK -BL- STA 11 + 53.67, 159.84' LT -L- STA 15 + 31.98, 171.41' LT EL 118.20' 15 16 KEY IN 1.0' - BENCH BENCH VARIES 17 VARIES 0' TO 13' 0' TO 13' - KEY IN �.o� EST TONS CLASS 'I' = 14 TONS EST GEOTEXTILE = 17 SY EST COIR FIBER MATfING = 31 SY DDE = 15 CY 18 19 0 TO 13 - KEY IN 1.0' KEY IN 1.0' - BENCH BENCH VARIES VARIES � � 0' TO 13' KEY IN 1.0' - KEY IN 1.0' EST TONS CLASS 'I' = 28 TONS EST GEOTEXTILE = 34 SY EST COIR FIBER MATTING = 25 SY DDE = 36 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP 154 140 130 120 110 � 0� • , . , . 74 N � cn > w � � � � � � � � � � `' � PROJECT REFERENCE NO. SHEET NO. 1 � ; Je_____________________ ._ _-_ S�r � � j " ' -- � � � -� - BRIDGE NOo 970092 B -5998 4 � ��� �� ��� � ' J � � Pl Sto 11+77.86 Pl Sto 18+05.33 ILW SHEET NO. _ , �! 3 �= 2° l3' 2/.7" (RT) �= 20' 03' 24.4° (RT) n ROADWAY DESIGN HYDRAULICS � m Sta.= 14+52 -L- LT ^ 'A �_�� �6' S6.8�� �= 9� ��' 22.6�� � z ENGINEER ENGINEER � N Q2= o.i3 cFs NANCY WF�LS DRIVER � I - ' _ ' o0 � 9�� T = 199.6� T - �12.299 � ,�'� �N CARp '',, .�`� N �ARo ''% d� 0�24 FTS DB �t13�� P� 0 ����-w \ ���� �i� � \ \�����iiiii��i���� / 2 5- o. o i 3 F T i F T D B 1 0 7 8 P G 6 9 3 z ��L � �/ � ,� � � % � ��ner o.o��,ss � _ B R = 5,135.00' R = 635.00' �� n o ; �o .� ��.tiy ; ; =o`���sr�,;q�.!ti9 '; 1 BEGIN PROJECT � ' - � - '16 DS = 55 MPH DS = 45 MPH � � SOU��iERN STARS HOLDING COMPANY, LLC ! � m �� '� = co: SEAL : Z= = SEAL = � � �� �� -L- STA 11+00.00 oB z373 Pc a3� �� �` '�� � SE = 03 �SE = 06 � = � 034371 � = = � = Sta.= 14+52 -L- LT � ` � �2� �y�� '(�\ _ ��•. 046226 :_ _ � Q10= O.v CFS � L I RIP-RAP � � . � � � � y • ' � � V10= 1.28 FPS \ yq � ��Q ' d- 0.28 FT ` SEE INLET � PC StO. 16+93.�3 �'., �N • .<<. ,�,G, IN,E,�R•' O`Z` \ POT Stoe �O �OO.00 N � r�C�j s= 0.013 FTiFT �S T \ M P 0 " m n= 0.035 � DETAIL BELOW \\ %��Q�•�IN�•S�O - : -- � �i ` �� �i 'C \`� J � i ♦ Z s� � ���� � � B � --- ,� � �ii��� w . ����� ii�� P � ���� �. ��� Liner= GRASS �q�� �� Z ) � I R � � /llll I II��� ��llllll I11���� � °- �, : __ � �� � SEE D TADIT� � ��._ � �.. �;� _-- ------ ��� ''9 � �'� � � ��� �� , � � � �� ��, s TON c�.,g RiP-� END CULVERT END PRO�ECT DOCUMENT NOT CONSIDERED FINAL � 61I � �r� ���. �� a ��- �� � 2i sY �Eo E�i�E � j GEORGE E. TYSON. JR. UNLESS ALL SIGNATURES COMPLETED � � � -L- STA 15+83.J�S AND RUTH ANN EDWARDS -L- STA l9fOO.OD \ � � - If- � � titr',� � / �5����� � � ,� � � � � � � -�- � � � ESTATE FILE 97E PG 326 Prepared in the � V � � � _. _ � � �� �S �� =� �� I ' �� NC FIRM LICENSE No: P-0339 � � �� r";., I� OfFice of: � �_ A -- � , i`r p1 �°� � �B 44�J P�i ��JZ ������ 504 Meadowlands Drive <z j � 1� \ � n I '�"""°E"�"EE"'"�'�""`� (919) 732i113883 �U9919)N 32 66 6(FAX) „. � f T 5 TIE�T �' ; � , � _, , , �, � � _ � �� `j �I �. � � �� �� � ,� EXISTIN I ti � � � __ �� �� _ ' S 7 �. " � �' � � � � �� E �� � ' "��-� � - - - , � : ��; ; - _ w � � �� � _ POT Sto. l9 +83.13 EE SHEET S C l T 0 C �e� - ,�F - �r �\ �E �E �E �E �E ` .. � w , �� � , � ���, �, L; �'�' �_ � � -�, AT � ; � w� � EX,ST,N� �,W _ _ - -- - �li _ - --- -- --- 12� FOR CULVERT PLANS �� � � m rz9 � -_,_ - - � _� N z ; -� w - � � - _ ���3 RC� _ - -- r - - - E; -- �� � ,<� - . `,. � �`�' F - -- - -- - -- - -- - - - --�_'i � - - - - - - - - - -- --�'`�^ 119 - - - -- - - - r, ----- -- - - - - - - - - - - - -- - � - _ - - - - r - - - - - -- - - ` ' t � � . _ t - --' --.. � =N- - - - -O N 'I � N O N ` `__T /�� � . . �',Ji;....; ~ N ro _ � ' , _ � �EM�� _ _ 71� _ �� -� ' � -- _ _- M N � i1° �� � � 9 =_ - O N i _ � � � I � � O � , O `t I O .pj 8 = ��� � , /: _- - o o N 4 0 , �. � , � � � _ ___ rt , � , , � „ o M �� ��� _ .�� .� :� �. _ „_ _ , _ P � � o N i s�5 _ A���r- �,� �, ��, iis ��� 3'Xb RCBC i i:� INSET S 2' c� �' � o d. �'�.� ;) TO ELM CITY � i , � � � � ; - � � '-- � • E RMIT D RAWI N G 21 � -� F .�--- --- --- -- r- -------- - - - - _ - ---- � � --------- ----- -- ---- -- -- � -- - -- --- - --- _ - - - I - __ �Z3 1ZZ 1Z� ' �r� � _ _ _ IS� � ____ -_ __ -- � I DIKE FOR CULVERT ___ ____ ' -_ _. ______ O � \ ... II% '� ' --(C}Z�-- � -�" �- �� ,_, , F ,, F F � REU TL- � r�oN �- - - - _ � � , , � � F ��� �, � � � , 9z� ��� _ � �, _ �- .�-� _ ���_, � ____ = - - - _ RFrq � � � S H E ET 3 O F 11 �� - -� � _ _ _- _ _ _ _- -- - - =�- � �� � � � _� -- ----- --�-- -- -- _� _ � �t� � , � � , C � rz � �,� r .--, „ ��� , - , � _ � � ,, E E � ������������ � _ � ' � `" G � �- ' �� \ -- �o _ „ _ r� O N , a` � ��- � �� � 1 � _ C �_� b �`\ ` ��T � � , / � C --- �_ i � , p ___ � �NG � \ �, t tr IF / , � Riw 1 �` TIE EXI TING DIT �._r� TEMPORARY PIPE FOR CULVERT � ° F �C ,� , //\ I I / \ ' � , ✓ " = � � TEMPORARV PIPE FOR�LVfR ONSTRUCTION � \�,� y 1 CONSfRUCfION U � � L II � \ \\ \ / RIP RAP LINED SPECIAL CUT DITCH � I, � � �� � C���',� Y�� � �� " �� •, � ��� � � �'� ��� �/��$ '' � � �T��r � 1,'� ��` �rt � SEE DETAIL �'Y-J I ERVIOUS qIJfE FOR CULVERT ONSTRUCTI \ W � . V V� {i� � -' �O / � U / � -" I\•Iq//�' , ` ���D � . O \ l � TIE TO EXISTING DITCH 9rr '� " '� '�� � �� � `<�F�, '' � � '� � \2�' o � � �_ � s IF 1 �, � � `� !I BS \ DETAIL 4-1 � � � � -� ,� � PROP cR s�i I , ' / � � � � ��� �`� '��OODS� �' Y�M T E TO EXISTING DITCH � � D� '�/�; ' � � �� � � � TOE PROTECTION SPECIAL LATERAL V-DITCH 6rt g BEGIN CULVERT S A.15+51. -cL� �� ,{� �_�, , , DENOTES TEMPORARY � � WAYNE FRANCIS DAVIS � r � � c Notto Scale) SEE DETAIL 4-2 � CL I RIP-RAP � i ���„ \'�- A� w,FE, � „g � � � T�� IMPACTS I N S U RFAC E WATE R E L. 119. d'� f , � � � -L ST A l5 +42.42 SEE OUTLET a � '� '� � , , � �y � '�°Nc �X\Nc �ra p� � � HYLISS CAROL OUTLAW DA�VIS ����, ;' ,,, R� r � � FILL TIE TO EXISTING DITCH � DETAIL BELOW \� 6' �``�, ' � � NATURAL 3` �� S�oPE _ �-- � , DB 1259 PG 811 , � ,; �\w�� � DENOTES IMPACTS IN . Q�' - � � �� SPE LATERAL �� GROUND d Sta.= 1�+90 -L-�T Sta.= 16+CFS-L- RT ° V D TC� `� ' �� �} / i S U RFAC E WATE R � S �IE !� OR EN �i1 � „6 � � � � W � / - - DETAIL a�� �� OF� � �SF � l GEOTEXTILE d= 0.94 FT d= 1.05 FT _ � �- 0.5 Ft. PC Sto. l0 +78.25 PT Sta. l2 +77.45 5= a. �„ � n_ a. oo s FT�r �rr �-r ��� �..s ��� ���rK ���� Y � �� ���; � F F D E N O T E S F I L L I N n = 0.054 � - Type of Liner= 8 TON CL B Rip-Rap, -- Liner= CL B RIP RAP Liner= GRASS ,. "' l wD ' 9 SY GEOTEXTILE � � � � ��\ �ECk l ' ; WETLAN D � ���� ' � / FROM STA. 11 + 25 TO STA. 11 + 75 -L- LT 2� Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT � ��.\ �� �� 1 Q10=�5J CFS Q,o= b.b �Fs � 4 M�� F� '= ���� DENOTES MECHANIZED V10- �1.79 FPS V10= 1.58 FPS J � N /> N ARTHUR VERNON BATTS (HEIRS) d- o�oi� Fr d- 0 003 FTiFT �� �\` � q/1/p �F C � � � LAWRENCE G BALLARD ��� � CLEARI N G __ _ . . . . . r . . . . . . , : _,_, ��I . ___� : ,__ I I --------- -- __ __ ___ --- -- __ __ __------ __-__ ______----__ __-__-____ __�__L____ �_�_�_� _�_�_�_�__�_�__�__�__�_�_ � � � _�_�_� � _ � - DETAIL 4-2 DB N/F PG N/F n= 0.054 n= 0.035 °' � ' ' QL'�CY N(/s� F�Sj � � � � SPECIAL LATERAL 'V' DITCH DETAIL 4-3 (PROPERTY AS NSHOWN Liner= CL B RIP RAP �iner= GRASS �'�, `� DB 1738 PG 526 \ pe R, F� eqN� FR (Notto Scale) RIP-RAP LINED SPECIAL CUT DITCH PER WILSON COUNTY GIS) ���`� � �s�8 p/S�TFR' g�� PT Sto. l9+15.32 � � seq R � DENOTES EXCAVATION � NOt t0 $Cq�6) m \� U � ✓ � � Front � �J� -- I N WETLAN D 1 � Ditch � � \, Natural � 1 �� � Fill Natural 3 3'• �,�e< Slope �z3 � �� � �i � `� � 11B � ` / Ground pR 3•� ��O'�e Slope Ground •I p F� � F��F D d v 9 \, � @ Geotextile Min. D= 1.1 Ft. ,r� � Min. D= 1.� Ft. Type of Liner= 35 TON CI B Rip-Rap Max. d= 1.1 Ft. - � 62 SY GEOTEXTILE E2� u� r...... \ FROM STA. 10 + 75 TO STA. 12 + 25 -L- RT FROM STA. 14 + 50 TO STA. 15 + 55 -L- RT �, , � � � � m FROM STA. 14 + 50 TO STA. 15 + 38 -L- LT � FROM STA. 15 + 80 TO STA. 18 + 35 -L- RT g �t, 154 _ _ I . _ �. _ � i _ � _ W� E� - ll . 5 Q EL - ll . EL - ll .74 _ , -- EXISTING GRADE a � VC _ 380' � � ; VC _ l50 0� I� . ` � VC __ l60' � � 14 0 i <' � -2J8/9% Q K- ll3 _ - K- 62 K 98 N; . ' - - - _ � � - 140 4r��o �J - _ � � �` _ END GRADE � � + � � D 55 MPH � _ _ __ _ _ - ---- _ Q � . _ .-- ---_ __ __ � _ � - - - -- Q ln I � i I - - � - -L - ST A l9 +00 � � , �� . _ _ oQ- _ �o _ , � � ' �, _ v '.n H i _ � Q . � � _ o� '_ i ; � �► il _ o -_� EL - 118.29 N _ . � � � cn � 13 0 m � -'�- : � N - ' _ ? � `° : , �° � - -�-_ - � 13 0 , . , -- - - , , O� , ��� ,__i_ � � __ - - - - ---- - � _� - - - --- W cn W _ _�, : ` ___ _ ,_ ; _ Q -. � _ - - --- - - ___ . _�' �. - ` � �. � - . -: _ - � TO BE REMOVED . . -_ _ -.. -.--_._. .. __. .. _.. --__ _. .--_._. -_,_ __ -_,_ -._ ----�-- _' _�__ _. � � o -,. � -. �--r �-. , . �- _ . -. 1 � O 12 0 - _ _ �- l +)1.0679/ f -1/.3375% � _ __ ���`�2O ���'- --------- -o-- �---- e ------- o - --- - - ----- - -,--- --- -_ �_��. -------- '� -----------------3375%----o----------- � -__ _,_� _ ; ; ; -�2 2872/ � +�1.0679/ _ _ _ - _ _ - - - - - - - , � � � � +10.3056/ _ � _ �� � -1 .33 3/ , � i _ _ � I_ _ � ;_ "_ - _, - ----- . : - � +� Od3000/ -- _ � � � .� �� - -- � � � � _ � . . o\ I ,.i. I .;.Y�I. WSEL & NWSEL = 114.8' I I- -- - 1� O � 2.0' SILL suR�E,r oArE ob.ob.zo,s EXISTING GRADE 11 O _ - i i � i N Z.o� si�� J � � , , : i , , , � � � 0.48/0% I _ __ !�_ i __ i � � � � � � � �� . � � , 3@ 13 X5 RCBC AT INLET i � i i I i � i _. �. I � , __ � I I I I I I I o� v�. 1 , - s- ,.o� si�� INLET TYPICAL OUTLET TYPICAL �� �� �- i � i NOT TO SCALE NOT TO SCALE � � � �i � OO . '�' � � i;; ; i (LEFT TO RIGHT LOOKING DOWNSTREAM) (LEFT TO RIGHT LOOKING DOWNSTREAM) � OO . . . . . . ,_ j fl . . � � I I - 'I� � : CLASS 'I' RIP-RAP - - CLASS 'I' RIP-RAP � � Lf� • CLASS 'I' RIP-RAP - - � � � ______ __------_ _ -L- SR 1339 �SHARPE STORE RD.� .- ,, � - _ _ �_ 15 O BEGIN GRADE _ �. �� _ � i i �� � a� � _ a �. _ _ '-- _ _ :� _ _ � _ i Q L- STA //+00 � � � , , � - Pl - 12+95.00 ; , Pl - l5 +60.00 __ Pl - 17+20.00 , � � - EL - l2/.5/ - 7 0' , - 9 88' - � i _ �, -- Q� � �' 80� � � � Q �� �' �+� a� � �� 70 rno+� L o� � Nzz � �� �� � Q� L � �� �� � o�� CULVERT HYDRAULIC DAT A DESIGN DISCHARGE = 440 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 117.8 FT BASE DISCHARGE = 670 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 118.6 FT OVERTOPPING DISCHARGE = 660 CFS OVERTOPPING FREQUENCY= l00 YRS OVERTOPPING ELEVATION = 118.6 FT 10 --� �I ��� �� W/GEOTEXTILE CLASS I RIP-RAP W/GEOTEXTILE W/GEOTEXTILE . � W/GEOTEXTILE --- -I � � � J - COIR FIBER COIR FIBER MATTING - - COIR FIBER _ COIR FIBER MATTING - /v1ATTING ��TfING � �J - � - O � . ---- o�,� ,� � �:.� ,r�� � �ry � �v o 00 ,�, � p��,� oo° ti�.3' �v o°� ,��? o �,� oo° �3 ��° � �. � , , � F o �v o o- c�a,ss i �t�`� � o �j�0', ry �-� � �- CLASS 'I' CLASS 'I' RIP-RAP -� �F� ry'cs RIP-RAP CLASS 'I' RIP-RAP - o0 o F�, �C o RIP-RAP XTIL W�GEOTEXTILE � 5, _°� �� _ �° GE -- - - _ , -- --� - -� -- --- -- , - - -- � - � - W/GEOTEXTILE 1.5' - � - - - W/GEOTE E - 1.5/ OTEXTILE a� , - 1.5' KEY IN 1 0, - BENCH BENCH LEFT DITCH ---------- RIGHT DITCH -------------- 11 �i�� 13 � BM #1: R�R SPIKE IN 18" OAK -BL- STA 11 + 53.67, 159.84' LT -L- STA 15 + 31.98, 171.41' LT EL 118.20' KEY IN 1.0' - BENCH BENCH � VARIES VARIES VARIES VARIES 0' TO 13' 0' TO 13' 0' TO 13' 0' TO 13' - KEY IN 1.0' - KEY IN 1.0' - KEY IN 15 16 17 - KEY IN �.o� EST TONS CLASS 'I' = 14 TONS EST GEOTEXTILE = 17 SY EST COIR FIBER MATfING = 31 SY DDE = 15 CY 18 19 1.0' EST TONS CLASS 'I' = 28 TONS EST GEOTEXTILE = 34 SY EST COIR FIBER MATTING = 25 SY DDE = 36 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP •� . , . 74 � � � � � � Q o�� 0o i �r Q rno o� cv= �N �� Q� �� �� 06— � � � � � � Q o�� 0o i �r Q rno o� cv= �N �� Q� �� �� 06— � �, �� ��� 00 �� � X C �� ��i oi� N �z N� �� � Q� L �� N�� �� �� I Qi,ll _ `�- ' 70 . __ � /20 = //5 //� � � /20 .' � ll5 ��o : � -� i2o � //5 -� /20 I'' � I //5__-� � /20 : i � I � � � � I i �_ I � � � � I � I �, I � � � I � � i. 1.�_ I I I_ 65 60 55 - 50 - 45 'I . 30 25 20 _, _ . . __ i i i _ _ . _ - I _ . . . --- 15 ' - 10 --: _ 0 = 5 : 10 15 : :- � --- � --i�- -�- --fi : - i-- --i-- �--� 20 I_. - 25- 0.030 -_ -- ---- -_ 0. 03 0 -_ � � � _ 3'� _ _ -_—_----=- _-_ --- _ 3• . _ -- _ --- � 1 _ __ ___ . 3 _ - . � . ----_ .. - - � • _ - _ � _ _ __- , � - - - - - - - - - � � ; ; „ ___ _ , , � - 117.36 � � -�- � � � � � : : . . 119.32 ' : _: � � i� � ��� �i � � � 00. Qo � ; : �i 40 - - 3 � , - -- - __ _ _ __ -- __ _ -- �I � -- _ � _ _ _� _ _ _ : i _ �_ _ -- -- - i -- - ___ _ _ ---- _-�------------ _ - ._ __ __-: — _ ������ ���� i_ : ____.____ -._. - � �, � -- . _____ �- � � � , � -__- --- _---- -------------- _ _ _- _ - - __ �-���n ��i����������. �— _�___ _ i � 3'� ._____ _- . - _� _ -- : i i _-- - i i ! � � 0.030 .-- 0.031 --- _--;-- : - -- __ 3 _ ________________ __ 'I 3:� -- ---- -- __ _ - - - _ _ - - - �- , ; _ . __ __ 117.45 _ _ _ 119.75 .. �� ; �� .__ 11 � 75.00 . �_ �� ��' , . _:_ -___ __---- 0.029 - _ - --�-�-- � � _ _ __ �_ 'I �_ J , � � , 3 :1 --- � _____ ---------- __�_ __ _- . '------: _ , ------------------ _ --------------- ___ __ -------- - � 0.041 � � 120.23 ' -'- ' ' _ 11 � 50.00 _- � � � . :� � � �, _, . - 0.020 ___ i � � _ � ____\ 3.� ! _______________'�----------- ,___` ______- -- --- - _ ______----- ?� --------- -- __. __ _ _ _____ ---- __ _- __ ----- - 120.81 11+25.00 - _ 30 � 35 �0 �5 � 50 � 55 � 60 � 65 � 70 -� 75 � - l20 _ � � _ _._ __. _ __ _ ._ _ __- ;_ - _ I -"' ------------------------- - �--- --- -, -------- ---� � � � � � � � � ' //5 //� _ , - - � � . � _. /20 __ ----- - - ------------------_-- -- _ - ------------ � � � � � -- _ �� i� �� � t �_ 1�� �-i ���f ��� ����I���� �� �� � _ � ���� � ��o ; i � : _ � , �_ T - -------_ -___- , _�I 3 _------- ----------------- .. i2o _ .I ,,___- 3;1 _ ------------------ --------- __ , ---, 117.53 -�, -._.. �� - . - �_ : � � _ : �_-- . � � � ��_-__ _______________----'-------------------------------,I . - 3'� �' 3'� _ -�- -- �- ----- ---- ---- - /20 , , � ��� �� ��� �� __ � . __ __ _ __ - ------- ---- --- ____ __ __ __ � 118.58 _ ' i; � � �� -� � � � f i ' ' ' i ii �, � _ _____ _ __ _ _ _ — ---� , . , i , , _ _ _ _ _ _ _ _ ' 0.0�0 '- ' ' ------------- --� - - � 0 O6 3�� -- _ - � _ � _ __ _--------- -- _ _ _ • _ _ _ � -- � � , -, , , , , ________ ,_ 3•, ______- -_, _ ---------------------- ��____- --------- � _ -----_ � _ � _ _ . � _ �_ ,���-��-���1-�i����������� ���� ���� ����I��� ,��I���������h�� ii5 ��� � //0 � /25 ___ _---- /20 . - - - ----------- � � , , i . i : tl i �� �I, - - 5 --� I - 75 70 65 • � • _-- � - --- ---- 3; � � __ - - �' -_ ._ - _ 119.63 121.51 = ___ __ - � � � � � �' 0�.�0 '� /20 � //5 ; //0 i i �_ _ : i_ - -: i . -- i -: - �: : -!- --- i - 1-�-~�'-� ! -!- I�:-'� i , �------------------ - - � � � _. _. _ --------------- ---------- ��\�I /25 '� BEGI N PROJ ECT -L- STA. 11 + 00.00 �- T � i - -- ---- -- -- _ --- - - � _ � � ---------------��\\\`//_-��--�-------------------�__�_--�� //// I I I I � : � - - -- � - -� /20 _ _ _ _ _ _ _----_ _ �_ _ . . ___ - - -- ---- -- _ _ __ I' I i' ' I �' I _f 122.33 . ; , , = i I �T � : - I , � : 10 � 75 . 00 - ; : � '�� I � �. . �i I I i i i I �� i i�i I I i � i i I i I i ...//� ' � -'I _ -�� - � � � � i �_� i ,,�_, , i�� , i , _. � / _. , , _ _ , _ - _- , ---�� � - --- L � � � � 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0.050 � � o��' ��� 00 �a� � x C - i� rn E i O i � N �Z �i� N U � � � Q� L i � +? c�ll� �6 O �i �L � � o��' ��� 00 �a� � x C - i� rn E i O i � N �Z �i� N U � � � Q� L i � +? c�ll� �6 O �i �L � � o��' ��� 00 �a� � x C - i� rn E i O i � N �Z �i� N U � � � Q� L i � +? c�ll� �6 O �i �L 0 �� 0 0� � � 0 N �� � �c a� �� cvr oc WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Temp Permanent 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 13+09 to 15+95 -L- LT & RT Roadway 0.02 0.01 0.06 0.04 1 13+10 to 15+95 -L- LT & RT Culvert fill 0.01 0.01 41.50 1 15+25 to 15+95 -L- LT & RT Streambank Stabilization 0.01 0.01 30.00 1 15+33 to 15+90 -L- LT & RT Temporary Dewatering 0.01 1 1.00 1 11+37 to 14+45 -L- LT & RT Utility Easement 0.17 TOTALS`: 0.00 0.02 0.04 0.06 0.21 0.02 0.01 71.50 11.00 0.00 `Rounded totals are sum of actual impacts NOTES: l�if'Y�LI�F