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HomeMy WebLinkAbout20150969 Ver 1_B-5157_Buffer Permit Drawings_20150513 for Rob_20150918� � � � 0 c � � � u� + � E � a �� o �� N�L ��+ M �n E �im �n a7 G � � � � � .� � V W � � � � � � � � V � � O V See Sheet 1-A For I ndex of Sheets See Sheet 1-B For ConventionalSymbols -0-O-C�O�O- DENOTES OFF-SITE DETOUR T ,,��� B \ ,� ����lle �� ����� ��������1 ���!����� �� �������� GRA1�l T�ILLE CO U1�TY S �-tiJ3�st BUFFER DRAWING SHEET 1 OF 5 LOCATION: BRIDGE 1V0. l78 OVER FOX CREEK 0111 SR I304 (SUNSET ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE BUFFER IMPACTS PERMIT SITE 1 j r j � �I � � �, -� ' ;� ��' —L— POT STA. 20 + 50.00 END TIP PROJECT B-5157 � BEGIN BRIDGE � � � –L– STA.I5+48.88 , EN] �— POT STA.11 +30.00 y —L— BEGI11l TIP PROJECT B-5157 = � °,R. 5 ---� � �� �,�'� CLEARING O1V THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. �� SUN oAD 16 +46.13 ll J\ T� $1� 96 � �sR „04, — s„NSEZ Ra. _ , ' /,�, z c� � � d �� d � W z � � N 0 0 � ,. ]Pf81EII.II�i[][ItiT.�bBg' �ll,tA:�� DO NOT USE FOR CONSTRUCTiON GRAAHIC SCALES DESIGN DATA PROJECT LENGTH l'repored m me of��loe of: HYDRA[ILICS ENGINEER ADT 2016 = 225 SUNGATE DESIGN GROUP, P.A. �, �{�����Q 50 25 0 50 700 �ou� ADT 2036 = 305 1e°°°�°°°s a�� �°° � o� p�' � RA�E°a� o�"�AAO°PAVS sw� s � � �� o �NOS'�RM�s��sE ox�'o�s.�a a��e�s�;��'�>sasn�d s���o300 � o K= 10 /o ,e �,s, a6,�a� Fa. ,9,s, es,-,�. w�„�9�a���m ���e �o �-0�,� � o PLANS LENGTH OF ROADWAY TIP PROJECT B-5157 = 0.156 MILES „ D= 60 % for t he Nort h Caro lina Department o f Transportation PE o a LENGTH OF STRUCTURE TIP PROJECT B-5157 = 0.018 MILES sicNaTUnE: � , S O Z S O S O � OO T — 5 % • 2012 STANDARD SPECIF/CAT70NS I STANTFC CoNTACT � � ROADWAY DESIGIY �'p a V= 35 MPH TOTAL LENGTH TIP PROJECT B-5157 = 0.174 MILES RIGHT OF WAY DATE: STEVE SMALLWOOD, P.E. ENGINEER �� �Q PROFILE (HORIZONTAL) * TTST = 2% DUAL 3% �xo�ECr ExcixESe gyp QUQ APRIL 23, 2075 Q� ��� xcnor coxracr: p� � 10 5 0 10 20 FUNC CLA$$ LETTING DATE: = RURAL LOCAL PROFILE (VERTICAL) SUB–REGIONAL TIER APRIL 19, 2016 RON MCCOLLUM, P.E. P.E. SIGNATURE: ALLOWAB�E IMPACTS ZONE 1 � ALLOWABLE IMPACTS ZONE 2 Oc' x O �O O�. �O �. L� / � Q \ �� \ \ \ � \ � \ Z�' eS � T � _���� R� �� � � SR \ \\�J \� \ \ \ �� \\ \ �� �\ \� rt� �� o� x �� \ O. � � Q� JAMES THOOMAS MORTON &MARTHA D. MORTON sw.- ia-so -�- �r � Q, - 2 J CFS 3 8 FPS a. - 31 CFS V.- A FPS d,= os Fr O.o = 3.5 CFS 5,- 41FPS 0146 FTfT O55 l'iner- Cl I RIP RAP �SPEC LAT 'V' DITCH \W/CLA55 I RIP RAP � � F DETAILQ � �? \\ �� — ��\ i � � � v O � I � SPEC L4T 'V' DITCH / � — � C� � '� , ' \ W/CLASS I RIP RAP � �q7 �V' DITCH � / SEE DETAIL 1 W/CLA55 I RIP RAP —� � �'l�ry g'L, s�a. - ts+ab -�- xr SEE DETAIL 2 5T DARD '' DITCH a- - i a cFS /CL4S I RIP RP.P o�. - 3i e cFS E DETAIL 4 3.9 FPS d., - 0.5 FT ��� a� _ q,a �FS O V.. - .0 FPS � s- O.1J2 FiFT OSi L�ncr� CL I RIP RAP JAMES THOMAS MORTON &MARTHA D. MORTON ---,y _ _.15-.__. / c t i E c E Z O� \�[ \� �� 0 � BUFFER IMPACTS PERMIT SITE 1 �S I / I ,/ PROP 1(r�95' \ \ 39" BOX BEAM� �" � W/4'-0" END BENT CAPS I I ' m m' I I t� EXISTING BRID TO BE REN�4� � I I;� i a�, / g1 2� � I � � �� � Sla. = 16 � 26 -L- LT � q, = 8 CFS l0 V, = d.l FPS a: = 9 CFS o d:= i.o �rs � o.= n cFs a- 4.5 FPS � n= 0.069 FLFt = O55 � Liiier= CL I RIP R4P U � � \ � � � } W .� � LAT 'V' DITCH- W/CLA$$ I RIP SEE DETAIL 2 �� A RCP-IV�� _ � m m I I � ^� / f/ /`' � � BUFFER DRAWING SHEET 2 OF 5 0 + o` � O� � � � 0 N � G � O° � JAMES THOMAS MORTON &MARTHA D. MORTON 50 25 0 50 100 PLANS DETAIL #5 BANK STABILIZATION � Hoi io s�aie� nb��me�Ea�a°$�ie� rm��. _ � —. eeore�i�—� � z. � Type of liner= 3t iONS,CL II Rip-ROp GeoleAiile�� 33 SY STA.16-12 TO 16-21 -L- RT & LT — �� oa� � j � t5R 13—��� i / � S�NSE � � � i� �i��'� REMOVE AND 3'�� �F /// //� /� REPLACE / � /�5 R�p / �� �F �,� ������ DETAIL 6 � \ RIP RAP DISSIPATOR / / AT CONFLUENCE Dlch � lNO S�nle) / / 1� Grode _ _ _ tl� i.o�m��. —u. � O MARY FRANCIS BROOKS STANDARD 'V' DITCH W/CLASS I RIP RAP SEE DETAIL 4 S�o. 18+51 -L- Ili � 05 cFs V ].] FPS p: 06 CFS V 2.8 FPS d 0.3 FT 0 0� �F= 5.. 2_9 FPS 013] FTFf 055 Liner CL I RIP RAP DETAIL 2 LATERAL 'V' DITCH ( No� io 5cale� � � F�I G.oun�2.l p �'.� �„��. Slopa d Geo�e�iile—� Min. D= 1.5 Ft. Mo�.d= 1.5 Ft. Type of Liner- Closs I R�ip-Rop b- 5 F�. FROM STA. 16 i 26 TO STA. 18 �. 13 -L- LT FROM STA.14+00 TO STA.15i-00 -L- RT DETAIL 3 RIP RAP AT EMBANKMENT , �a„a =«�e, oa�n � i.o m� z o� c�de r-��� seorexme � Type of Liner= 6 TONS,CL II Rip-ROp Geotex�ile- ] SY FROM $TA. 16-20 TO $TA. 16+26 -L- LT v Nam�i �ro��d GEOTEX�ILE ' ivae of Liner= 6 TONS,CI I Rip-Rap Georexrile= 8 SV FROM STA. 15 i 28 TO STA. 15 i 46 -L- RT DETAIL 4 STANDARD 'V' DITCH ��a„a s�a�e� N ol N Nrol — �a �2.� ,�� G 000d �eo�e.�ile— D Min. D�= 1.5 Ft. iype o4 Liner= Class I Ri�Rap Mox. d- 1.5 Ft. �FROM STA.18+51 TO STA.18-F89 -L- RT FROM STA.15-•: 00 TO STA. 15+36 -L- RT r Y c t i E c E Z O� \�[ \� �� ALLOWAB�E IMPACTS ZONE 1 � ALLOWABLE IMPACTS ZONE 2 Oc' x O �O O�. �O �. L� / � Q \ \ �yV,� � � � � � � I eSr �\�\ / S \ \ \ �� R� �S � \/ / / \ �` \ �>\ �� ` �� �.� \� � ��= � ��°�I , 1 � � 6,� �I ��� � i / � I / ����� , % f � � I � �; I �� �, i � e�� i --- _� \\� \ \ �,�, �� o� x �� \ O. � % l \\ JAMES THOOMAS MORTON &MARTHA D. MORTON s .- ia-so -�- �r Q - 2 J CFS 3 8 FPS a - 31 CFS �\\ . \ \ \ \\ �\\�'p'\\FTS�\'� W/C1A55 � / i � il � ���< y .� SPEC L4T 'V' D17CH /� �\ � \ � W/CLA�SS I RIP RAP � � ' SEE DETAIL 1 � \ � �T�' � � �� W/ LASS,I�RIP A� 5 0. - 15+36 -l- RT $� DETAI 2 Q - 1 J CFS 3.] FPS 'j � 0,5 FT55 //� / / Q : - 41.8 CFS / 0 FPS - O.1J2 FiFT � �� � OSi � ��� « � R�P �,P � � JAMES THOMAS MORTO�� —f�s�/% &MARTHA D. MORTQ�S��'° � � /� � � � v O � I � BUFFER IMPACTS PERMIT 0 � SITE 1 // � / � PROP 1Q95' 39" BO% BEAM - W/4' O�END �ENT CAPS � \ _\m m \ � � �� � Sla. = 16 � 26 -L- LT + Q, = 8 CFS l0 V, = d.l FPS a: = 9 CFS o d:= i.o �rs � o.= n cFs a- 4.5 FPS � n= 0.069 FLFt = O55 Liiier= CL I RIP R4P I I � U I � I � I � �� I ' V `���� � fm \ \ ill � , � R I . T�il - / I� TB � } �i' � J1 ZG _ � _ '-,— � / L� � � `RS �-� � � , �� � � � F ��� ��' , � }���� \J � �i��� � ,YY m N ( Y�"�`� �/ �-1 ��\ � � m � � -� _... [ \ \ / � ~' 1 , I, �� ��� � ��� � —�- � � � �� ���\ \ � � \ \ � \ ; � � �\ �, �� � -��\� ;�.� _,._ ��\ \V � \�\-�� ��\ �\\\ )� � '�� �����',..,� 0 + o` � \ � � � } W .� � \\�\\� �� BUFFER DRAWING SHEET 3 OF 5 � O� � � � 0 N � G � O° � JAMES THOMAS MORTON &MARTHA D. MORTON \ / �� \ \ �\ \ \\ \ � �, � , i — � / ���- y � 50 25 0 50 100 PLANS DETAIL #5 BANK STABILIZATION � Hoi io s�aie� nb��me�Ea�a°$�ie� rm��. _ � -. eeore�i�—� � z. � Type of liner= 3t iONS,CL II Rip-ROp GeoleAiile�� 33 SY STA.16-12 TO 16-21 -L- RT & LT �._\___-- �' = � � �s � ��� 3��� � — ,a�i`/� �uN�Ej R�.� � ��-F � l' � i-�/' — _ _ �`� ] �\ � R���E�� � - �. � tl ��� � �1/ � ` � `� ' � � � � � �� DETAIL 6 R �� � _� �/D ���� \ RIP RAP DISSIPATOR AT CONFLUENCE ,— f ��� � o,�� , ��o„o s��e, � s '��� � � Gmde _ 4 � ,s � 'i - �� � A � � i i o m��_ , � � �, � �� �� �. . c�o��d , \ �\ ��� � GEOTEX�ILE • �> I \ \\ / \u L\ �\ �� TYPe of L ner 6 TOGS Cl I IR -R 8� \ � � � '% I 5T D RD 'V' ITCH� I � � FROM STA. 15 i 28 TO STA. 15 i 46 -L- RT - � � � �� LASSY�RIP\� I ' �'� � _ � \ E ETAIL A� \ 4 gW \ > I ���r � �� � � sro ;a.s,� � �/ � \ 1� � d. -� 05 cFs � \v�� I 4... 286FP55 d 0.3 FT Q„ - 0 ] CFS 5 , ].9 FPS 013] FTFf oss L ner CL I RIP RAP MARY FRAONCIS BROOKS DETAIL 2 LATERAL 'V' DITCH ( No� io 5cale� � � F�I G.oun�2.l p �'.� �„��. Slopa d Geo�e�iile-� Min. D= 1.5 Ft. Mo�.d= 1.5 Ft. Type of Liner- Closs I R�ip-Rop b- 5 F�. FROM STA. 16 i 26 TO STA. 18 �. 13 -L- LT FROM STA.14+00 TO STA.15i-00 -L- RT DETAIL 3 RIP RAP AT EMBANKMENT i Na� �a s«iei oa�n � i.o m� z o� c�de r-��� , seorexn�e Type of L ner- 6 TONS,CL II Rip-ROp Geo le- ] SY FROM $TA. 16+20 TO $TA. 16+26 -L- LT DETAIL 4 STANDARD 'V' DITCH �N m s�aie� N I N u ol - d �2.� 1� G ��nd D d �e.�le- Mn.D�= 1.5 Ft. iype o4 L ner Class I Ri�Rap Mox. d- 1.5 Ft. FROM STA 18+51 TO STA.18-F89 -L- RT FROM STA.15-•: 00 TO STA. 15+36 -L- RT 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 1@ 95' BRIDGE 15+50 TO 16+45 -L- X 3150 576 3726 1 IMPACTS TO UT -L- RT 14+35 TO 15+50 -L- X 1754 1179 2933 1 -L- LT 15+45 TO 15+50 -L- X 0 37 37 1 -L- LT & RT 16+45 TO 16+81 -L- X 360 1050 1410 TOTAL: 5264 2842 8106 0 0 0 Rev.Jan 2009