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HomeMy WebLinkAbout20190452 Ver 1_17BP.4.R.94_Permit Drawings_BUFFER_20190222 (2)_20190410See Sheet 9A Fo� Index of Sheets See Sheet 18 For Conventlonal Symbols See Sheet iC-9 For Survey Cont�ol Sheet � � • � . � � � � ., � V W O � � � � �, ;; %' Y �� � W / �U / m � ,��2 I � i> o � . �j� � � .:,�„ ,\ �� . il � .. .. TO SR 1619 (BARNES ST.) � � � A A • � � V � � O V � . C � � � �. o �_ ,.� a m `� � o �- � m �, wo � O N I� N6�• i )END i' '�'� —L— Sl '� �—�5�, � ��s� _ � —� ,5� ����� �ll` ��11��1LJ� ��������1 �������� �� �������� WILS01� . CO U1�TY LOCATION: BRIDGE 970091 ON SHARPE STORE RD. (SR 1339) OVER TOW1V CREEK TYPE OF WORK GRADING, DRAl1VAGE, PAVI11lG, AND CULVERT BUFFER IMPACTS PERMIT 90% PLANS BUFFER DRAWING SHEET 1 OF 5 a 0 _w� a � O N O � �� �� �� �� �� ,� + ' ,` �� � � � 1� � �� i i �_i TO SR 1340 (STAGECOACH RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepo�ed In tlie Office of: HYDRAULICS ENGINEEI�, GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH Ati� ""� , ������I� 504MeadowlandDrive � Hillsboraugh, NC 27278-855� �T ��f �'�.� Voice:(919)732-3883 �,`: ��'•9 � c ADT 2015 = 450 Fa, �9,9�,3z-s»s SEAL 5O ZJ O SO �OO DESIGNANDENGINEERINGSERVICES www.summi�-enginee�.cam = • cnne •� �F ���pOD ADT 2025 = 840 FIRMNO.P-0339 % �. O4VLGV ; � LENGTH ROADWAY PROJECT = 0.132 MILES :9•�., �: �� �+� PLANS � # - 2018 STANDARD SPECIFIC9TIONS ? f� �!� '��: �9� p! T= b /o LENGTH STRUCTURES PROJECT 0.005 MILES p.E��.���M. pA'F? °'� � i V = 55 MPH srcNaruns: "' """ � � 50 25 0 50 l00 TOTAL LENGTH PROJECT = 0.137 MILES RIGHT OF WAY DATE: BRANDON W. JOHNSON, PE ��� � $ * TTST = 3% DUAL 3% rno�scr ENcrNeex ROADWAY DESIGN ,g ��,, A� � PROFILE (HORIZONTAL) NOVEMBER b, 2018 ENGINEER `�N � �� �� .'2;•'�'1�:9 's � a FUNC CLASS = LETTING DATE: FAITH E. JAHNKE, PE ;9�.. 03a371 ,sy; �� 4����� �O S O �O 2O NCDOT CONTACT: CHAD COGGINS PROJECT DESIGN ENGINEER LOCAL RURAL APRIL 16, 2019 �'y°o''���`o??` PROFILE (VERTICAL) SUB—REGIONAL TIER nrvrsrox a co,vzAcr r.s.''o,�,��,� W � � . SIGNAT[JRE: � • DETOUR ROUTE 6 PROJECT REFERENCE NO. SHEET NO. o' � DETAIL 4-1 DETAIL 4-2 DETAIL 4-3 � Bf�l�iE 1��.9���9/ 178P.4.R.94 4 � SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH TAIL DITCH � �No��o s�oie� O ILW SHEET NO. '"°„° �0O1e, ,�°�,° �0O1e, ������ ALLOWABLE IMPACTS ZONE � ROADWAY DESIGN HYDRAULICS "'°� ENGINEER ENG�NEER Naiural � O� � Fill G°o NoNrol I c,o��a a.� p 3' t(E sioce � °e-e- F.ii 3. p 3.> ,o�� JOANNE CRUUPLER PFIIPPS � uw � �� �p. Ha� , i � . �n u F Go��d oqF3:) 3�p.'R sloae DDE= 18 CY q '. �,�N p� „�N � `� _ " � u Min.D= 1.75 Ff. ��.R � � Min.D= 1.75 F. � Len�g�ih=�� 65 Ft. \\\\\\\ ALLOWABLE IMPACTS ZONE 2 II Z���� � :' ���'''� ���t�{ '/� _ i�� .� _ B= 4 Ff. B= 4 Fi. Slo - 0.0075 FVFt '•. � . % Min.D= 1 Ft. FROM STA.71+25 OFFSET +23.83 FT ^ n � � sw: SEAL ��.Z= s: SEAL ;'e FROM STA.10+25 TO STA.11+25 -L- RT TO STA.11+47 OFFSET +80.81 FT ti _ '-A' 034371 :�, _? 046226 .' _ FROM STA.10+25 TO STA.13+00 -L- LT � �9: .fn� • ��� FR OM STA.13+30 T O STA.17+25 -L- LT � � y'• ��'� :9 f'• FROM STA. 15+00 TO STA. 17+25 -L- RT �'%QQN�.lM.�';0��.• •.��'�GIM�"i�.�:: /f� '0�,,,,�W��n,,,o•° �,,,�M. PAT',. ;, END CULVERT SB� � BUFFER DRAWING ""°"��� c,�� -L- STA l.3'fj�L.T.I � SHEET Z OF �J DOCUMENTNOTCONSIDEREDFINAL `/ •J r� �ry p� [` PrePare ri[ro orcn ` "(r-v.r n S N� �, 2 z � �`"""^�� � � LESS ALL SIGNATURES COMPLETED 1 j j L UN O rVT .J�Q.19+p7J3 Office ol. n i NC iiR4 LiCENY Na�F-03]9 4 , END PROJECT I �5�'MR �„°„o°aeY~���=� z,a PQT SjO. �O'fOO.ii� SEE SHEET 3 FOR ENLARGEMENT ��r�� �9i9� i3t-lBB3 - �9i�� i}2-66i6 �i<x� DEBORAH W O O D S E L L E R S S OU TH E RN STARS HOLDiNC COMPANY, L�C - L- S T A l 7f S O� i 7 SEE SHEET C-1 TO C-7, � . , ° „" � � �� s� oE.q � eE� � . � FOR CULVERT PLANS �' ' sPE� a � � � k, ' o �� ��� � $OUTHERN STARS MOLDINC COMPANY,LLC ���� � i ,eTo "o h� w000<_ � rxrrHe .cn� � � s z � 1 ��a��,���� o�.�H „ � �� / _ i N � � � .� �s «s � � k� � - X � _ s E,� � �. , +' \ � y . „� , w .� �. � -, �. .��, �. � ;s,-� ir(�,N�� �� ��' � { �� _ � � �o � ma " � � ,- _ � ,. � �. .. , . �� i � � � 1 � i �,��� W�``��"�,:r,-.,�-;1-� t>.,rh�r,�, � � ,� � � ' i �� i'�` -�� __ � � � �_ E PosT �tF �:�:.r����.:R��„r � ( �� - - c -w� ., — � � � �Reu n-s aeu kii 3 3 �— �� }� � � � - - - ' � - . � � - �����a ,--- _�— . . _ - � - = - _ _ -- ----- - - - - _ - - - - _ - -- _ ----- - - -------- a , �� � 1 � _ - - - _ - - - _- _- o _ �—_ � � _ " _ ro sra,Eco o .� - - - - - -_ - ac,v Ro _ - - - - — — �sR , crr o v� c _ -'- - p � _ - . - - _ __ - _ __ .- - - � � r �', , , � �- —__ .3..,, � . �..,, .: .. .:��-,. - � \ ��.�.M,,.� , , — - . ,,.� r�:F � c - � � I ! - -_ e<isr.Ne s,w ,,, � � G10 w�1H z w�oe e �.: � ,r,U �� E T � � „ ,�i .r �'"C 1 � �,o«-�� .,� �vi r,tic ww � ------ __ � .,�. a<� �r,r, � ,� TL� � c � e�nv ioN � � .�..a, o.��...� � -- _ � i � >:� � � � ���� � �� � BEGIN PROJECT PD o s � R � ,M �, � ^� � I � q i� ------- -L- STA i0+25.00 � � �,� � � � i�, ��. � �,rw�� � i �� ' � �i i � i � � i ,E.o ExS.N� o�,�� � m � �,� � � � �� �� " i f � H�,��s���� �` "� � 3 �� sPE a�aEA o�.�� � � i �a � �� / � / I �. � ., � � � y Q 3 � � ,� � a U l � I I �� �� �� �. � � �� 1 �� � sEE o�ra��a..z`� � I � isao y�- I iseo � �� I ' � � � r' � �F i I I l% _ � -is- 0 s��������-� ��"�� ls- — �-5-� � � � � � � �c � ARTHUR VERNON BATTS tHEIRSI , � �, � � � 5 BARBARA W BATTS w =« �<<A�� , �`" 3 B � .�F ,o Ex�s.�Nc c�ANNE� F1pZEL H. POWELL ��'� _ i, � ,ie ro Exis,iHc oi.cH �� �i eiP RAP i� �i�. BEGIN CULVERT � `" ( -L- STA 13+0967 ��^�� aF��w ; � �^ Z � IN�oTro PqCAL (LEFT TO RIGHt LOOKING DOWNSTAEAN.) o� � -L— SR 1339 (SHARPE STORE RD.) ��, �u . 150 ___ - --; , � � - �� ' ~ ----- - — - 150 � c, 1� v ; o , � E' a*� W¶� — � a� W � 'i- ��,' q � : tn��r: � ° s ti � �- �� * i i i i i �l q�l 'i � Pl = 11+25A0 i�-'� ' � , i - � Pl = 15+70.00 � � � Q � d � W�Ea.�����% � ��` �4 ,� ao,>o 140 2��°� � u �u � I � EL = l20' i, ' kt w - EL = l23' � " i Q ti,, � F— � E��E � d ._ . VC = Z00' - `� VC = 350' ' 4' . `" �^ : KE, � , o o ,o , .Er � , 0 140 � , .; � � v~i W a' W c� m�~ K=//7 �� ,' I�' I N c° K=/42 0� * N ` � � a.wEs, W i _ g' D= 60 MPH �� �< __ ��*I � D= 55 MPH ,a � i�� i- ,r �� � R 7r__ � esr roNs cv,ss -r 3s TONs - �n �� � V � W, �� � \ ii i� � EST GEOTEXTILE as sv I ' �� . �� 1�O \ � O W �� iI � � � � W (1 � W 4 W t� �,�, E5T COIR FIBER MATTING = 16 SY - '�.., � , .-_ � �l! Q. �` .�...'. a ,� � � � �' � DDE - 12 CY � 30 .._ __ _. _..-_: �. , � . I _ ;Q ` � � -- , . . E pMj W � �Y 4' �i . . . . . . i i�� . � � � ? =' �Qo' . . o + 3A�79� � * OUTLET TYPICAL . , ^ � � � _ END GRADE �o, ,o s�A�E BEGIN G a d � ; .� ^ Z I�. J W � �j � y. � - � � � � � f .�.GAM �LEFT TO RIGHT LOONING DOWNSTREPM) � �- i (- 152/% � � W `n W m �n =f+105506/. _ � � - - � p � EL =. �.87 ',v.v�. \ �w 12Q 120 R,qpE __ —__ -L- STA 10+25A0 = _ - - - -- — — — — � - � � � _ o G`°�°n� — EL = l2/J4 � - — f-10.3000% ' i (+105232% (+)1.5600Z _ � � ° a � .A �, I i i I � rsai � �� rsiu . i � . l� � � � - - v - � l�y� ` �� ���f � ti , �� � '- . i i_ ,_ i . � i , , �i i i i '� ' . . . - o��. ��N � � � ��� � .. EXISTING GRADE � -_,--. � � I , ' -' �' � EXISTING GRADE "—' w�`°""'� 110 �- - - - - z c.: irxv ucac nr w�er . .. � � . * .J . .. . . � . . l(� J , . . 34%%0% 0 -/.59.30% � r-_ , tx�s��N� k���t p � au r,� NLL1 � esr roNs cuss r= ie ro�� �o =ti -- , � - - �o aE aEMo�to +� $ ry �, _ ti N_ _ - - o.o a , �i .�. .. I - - -- - - - - - - \ ..- . � -. . . . . . . . EST GEOTEXTILE = 23 SY NS �I � i ii �ii i�i� �i ii iii'i-., . �_.[ _-_ __ �LJL - 1OQ . _- _ I -� I-_ - , _ ' _ : _ � � __ _ - � ____� - _ _ �- - _ _. _ __ - EST COIR FI DDE = 5 CY 6 SY �OV _ _ _ _} _�. _ BER MATTING . �._ _ _ _ �_� +-1 _ -� � - �� . I . I �. NOTE: BACKFILL TO TOP OF SILLS W/CLA55 6 RIP RAP .._ -__ - _ _- �. _ . �- - � �� �' CULVERT HYDRAULIC DATA 90 �_ _ �� � ,r� �� � � � � ���� � � � � � � � � � � ���� �� 9Q I _ I � � � I I- -- I-- � - DES/GN DISCHARGE = 330 CFS - - r . - _� � ' i-r - � ` � �- � � �- 7� - �� � i �ii i i i �ii i i i �i �i _ . , � - � � � - — - - DES/GN FREOI/ENCY = 25 YRS � -- � � � � � � � � � � � � � � � � � DES/GN HW ELEVATION = llBJ FT a -BL- STA 05+22.51, 78.84' LT - ___ --- BASE DISCHARGE = 5/0 CFS Q �� BM #1: WR SPIKE IN 12" MAPLE BM #2: WR SPIKE IN 12" MAPLE — � � ; � - BASE FREOI/ENCY = l00 YRS � � �� ` -BL- STA 11+24.16, 95.05' RT �_ � �'�� � � � — - - — - � LEFT DITCH BASE HW ELEVATION = ll9J FT M Q _ , EL 118.84' ' - - - - - - - OVERTOPPING DISCHARGE = 550 Cf5 = oE EL 127.55' I I L- STA 13+87.04, 82.91' RT .. I ^ _ + _- _. _ �� '� RIGHT DITCH OVERTOPPING FREQI/ENCY= 100+ YRS _ � - -- -- - - ��. 7O -~- OVERTOPPING ELEVATION = 120J FT 7O 09 , m� w� N� 10 11 12 13 14 15 16 17 18 19 N� RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) 1 12+59 to 13+83 -L- LT Culvert X 2095 993 3088 1 12+44 RT to 13+80 -L- RT Culvert X 1147 193 1340 TOTALS`: 3242 1186 4428 0 0 0 0 0 NOTES: Rev.Jan 2009