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HomeMy WebLinkAbout20190370 Ver 1_U-4906_HYD_Permit_drawing_3-25-2019_20190325� P \ � � � P � _ N � 2 N a � � a c a x 01O oo, �� NjZ N :2 0 � � � ., � V W O � � � `� M���N.p! N o�,o R��E � d` � 0 V ., � V � � O V � � ��� - TO RICH�NpS SR NCH ROAD1 <<,UM BRA %P� os�� �o 90 � ��y°� ti / h m2 os STATE �F N�I�TH CAI$�LINA �IVISI�N �]F ]HIGHWAYS o�sLou� cov�� LOCATI011L• GUM BRA11tCH ROAD ($R I308) — WIDEIVIIVG FROM THE WEST OF MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR 1324) TYPE OF WORK: GRADIIVG, PAVI11lG, DRAI11lAGE A111D SIGIIIALS WETLAND AND SURFACE WATER IMPACTS PERMIT -L- STA 307+68.37 = SITE 2 � �Wwo Ly.11�'Q�O y ��m� i N SITE 3 �� � ^��y�� o `'� ��o 00 =o � Q 3W , LL SITE 1 ^�`� �� �� N m 3 z m ov� a, Q � > �� y�� Om -Ll- STA 10 + 00.00 END CONSTRUCTION BEGIN RESURFACING -L- POT STA 2 80 + 00.00 o=o �pa N�O R�CK� �`' A � �R � `� ��� �° 2 �3 N O W 0 0 r � SITE 4 o� � � N END CONSTRUCTION BEGIN RESURFACING -Ll- STA 23 + 25.00 '�s �o o, BEGIN CONSTRUCTION -Ll- STA 44 + 52 .50 BEGIN CONSTRUCTION �,��o� ,� o o �y�, END RESURFACING '�o' aa� o �T'° -Ll- STA 58+82.30 ��"�� .p�`�` y � � °�, �O N � Z Z.3 / � u� ��ZW b P�\ ��� I �O� � G' ,�o� BEGIN CONSTRUCTION 3Q -Ll- POT STA 13 + 73.34 r° END RESURFACING -Ll- POT STA 14 + 00.00 END CONSTRUCTION / . � �� ll / ii O �� O Q7� �qp � � • �°` p �,`� �,� �,2 h° � mP . 1�ry�� �� �� 5 6� � . �.°`�� ' ,�� z �a�o� SITE 5 � � ��> 2 ro �acKso / `� 6 � NVILLE -Ll- STA 46 + 70.00 E111D CONSTR UCTI011t END TIP PROJECT U-4906 —Ll— POT STA 81 + 55.00 ** DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD AND 50 MPH FROM QUAKER BRIDGE ROAD TO EDGEWOOD DRIVE DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�°n°�°° �n me ornce or: HYDRAULICS ENGINEER G�INTB HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Roatl, Suite 200 ADT 2019 = 23000 Raleigh, North caroiina 27BOJ ��Q(N'�AR0��0� 50 25 0 50 100 Nc �icense N0: C-1554 �C��2;:oFE55/p9?�'9� M ADT 2040 = 41000 a` SEA� �`:; z K = $ O/0 2018 STANDARD SAECIFICATIONS ,, ':, E15164 :` PLANS DOUGLAS M. WHEATLEY. PE ".,,;:.".��NEE:Ao,.s , D= 60 % PROJECT ENG/NFFR P.E. �''.,; ES�p9y,,.�� 50 25 0 50 l00 T= 4 0�0 * LENGTH OF ROADWAY TIP PROJECT U-4906 = 6.605 MILES jljGHT OF WAY DATE: srcNazuRe: "" � ** V= 6�50 MPH TOTAL LENGTH OF TIP PROJECT U-4906 = 6.605 MILES JUNE 28. 2017 CORY R. GRELL, PE ROADWAY DESIGX * 0 0 PROJECT DES7GN ENGINEER ENGINEER ,,oa�H:'�aRo�; �,, PROFILE (HORIZONTAL) TTST =1 /o DUAL 3/0 ; ?:�FESS,o9",•; 10 5 0 10 20 FUNC CLASS = LETTIIYG DATE: 0 436 86(! ] T� MINOR ARTERIAL MICHAEL BASS ;�•`N��NE:�"��;: APRIL 16, 2019 PROFILE (VERTICAL) STATEWIDE TIER NCDOTCONTACT "':`;;;;;;;::' P.E. SIGNATURE: BEGIN C011ISTR UCTION BEGI11l TIP PRO ECT U-4906 —L— POT STA 30 + 50.00 /c�w tiop3,, �._ �.`�1.�\. /� / � � �� �� O O O O i- � � �f �� � u � 1 � v W LL Z y J _ V F�— � anor eune Ht� / / 1 I �: r fri J,. \ C rn � r �I N T B NC1eiaense�NthoCa1554naS2i��e9200 � � � �ANDREW WESTON. et OI \ DETAIL 1 SPECIAL LATERAL 'V' DITCH �No�to Swle� Na�urul � f�ll Ground 3,-� D f�e� 5lope Min. D= 1.0 F. FROM -L- STA. 75+50 TO STA. 77-50 RT. �i DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ` � � � �� � ��� %' o� I I � w w _ N � W � W _ N J _ V � FOR -L- PROFILE, SEE SHEET 28 PROJECT REFERENCE NO. U-4906 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER PERMIT DRAWING SHEET 2 OF 22 •� GEORGE NEWBOLD. et ux DB 473 PG 22i \ /�� �X, , �I N T B NC1eiaense�NthoCa1554naS2i��e9200 ` � � PROJECT REFERENCE NO. U-4906 RNJ SHEET NO. 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' --- i , � i �,,_, _zv _, , � i ___ "_-_ _ ' '---' -- , -- i , 3t--- ,-. - --' , _--''-' ,--- --' -- os-, _ . . .. �,�,�� � ---- _---� ' � , , 30' Public Trust � N` � �'� CHARLES WESTMORELAN�, et ol � Shoreline AEC s � 30' Public Trust N O Shoreline AEC _ --- � __ . . , __.__ Q , , �� � � KEITH'�GURGANU$ '�, � �.3 �'-ai - -_, � o. , - , . s __ _ �9__ -� ��. � i / ' ____ - i i 1 wi __- � � i i `i �� 1 � i �- 20 i � i i - _ DETAIL 1 � e , , � . , , , . � � � . ,' � ��, --- � -, . , ��s ° ` `� '� � i SPECIAL IATERAL'V' DITCH - ._._-_____.__ _ _\ � " _ ____ � � � . ` � ' �• � � INo�to Smlel , � ` __30. _ _ � _ � � � � _ � -. � - � �� - � � I . � '� '� � ,1 ___- \ i � � � � � � \ � � � �� � . i NaNrul � fill � I � �- �__ I � ____��� \ � Ground 3.� �'p0� SIoPe � ,--, �� ,_ I 1 � � - / _ _ _ � _ D F Min.D= 1.0 F. � _ __�-bZ`_��,�� _ � � �i � � _ 1 � \ � \ /i ., . ___ __- � • � � � � _ _ � . � � .� .� , -- �� �� .� ��� � � �\2 � � � � �� � � ` � �� � �� �� � � � �i t. �� � _..�_. _____'\ �` � � , �� � `P 9 �. i �____-SZ-______'________ � � . � � FROM -L- STAJ5+50 TO� STA. 77+50 RL � � . � � �� [ rn � r DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -L- PROFILE, SEE SHEET 28 � ° �INTB HNTB NOFTH CAFaLINA, P C PROJECT REFERENCE NO SHEET NO. \ 343 E. Six Fo�ks floatl, Suite 200 V Faleigh, North �a�o���a Z�so9 U-4906 13 � NC License No: C-1554 Rryy SHEET NO. � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 28 \ 29 -BL- 23 PI��C J, ASHLEY K. & EDNA P. & �� O.^ �� KATHRYN M. FAIRCLOTH FRANKLIN MARSHBURN ! `�� � FILL N � 2 �GEORGE FRANKUN /'� �� � � '' & EDNA MARSHBURN WETLAN �� �� \ .' y � � i � � � � � ��� , � � � ;� � "��� ��� R��_�" \ �>�� � �' �`��'��� P E RM I T D RAW I N G tn � 26 EST.385OYGF SEECDETAILSDIT EXC �TION� \ .. : / � F.AARGARE T M. 4' STD. BASE DITCH I ETLAN D�/ �� / , � S H E ET 4 O F 2 2 i . `��. / � QV :T Q�� T-! r�,uL,��,y SEE DETAIL 9 � � R� � � ��. / DDE 5.05 CY G/!' I � ,�� �,.... '��� ��'��� d�/".. k - \ � ' O ` 4' 0 • TEMP. I PACTS IN SITE 1 l'� �� �/� ��'� -` ����`, � eJ� SI E 2 �o NSRS Zp07 � S U RF TE R -� ,-� � sPE�. r. -�- o�r � SPEC LAT 'V' DITCH GQ SEE DETAIL 5 aa�� �� /� � - s' /� � i: . SE AIL 5 32 �` � - - 24 PINC ecP-iv ; , � � �- �,� �,'� � ' evE zE�M Ha� et ai � � , � y2 R �� � �� : �i. :� _ � �� �� , � �,. � 3 � / . � �� �� FV IMPACTS IN � _ s � ' ' � � ��� ,�� , ,'�\ .� ��, /�� EMo E�� � �� �, � Q��� 93 � E G E N D � SURFACE WATER , , . , �� � �, �� F �) ` E �wa � � �� i DAVID M. & i > �� � F /^, " " >A'� � PATSY ANN SYDES � DENOTES IMPACTS IN �\ \ Fr4i C ` & N I SURFACE WATER � � � �� I� 0 B W/ FILL 78" RCP�V�. � � �- \��'S O � a ^� \"� F � ' � MEC A ZED CLEA G � DENOTES TEMPORARY . ��R�F'� �1 � ``� \ �� "��' � ��. �\ � REMOVE I IMPACTS IN SURFACE WATER 65��� � 1�F � � � � � \ � � SLAB LID Q��� DENOTES MECHANIZED . �, \ _ .., � �� �/ ' CLEARING ' N WET ND \.: M\ � �� � � . / •�����• - � �, '� � � � �� . � ��� 3o H D CLEARING A#FI S� �� ��� �� �� � ��� . .. � �� - — WET�N � IN WETLAND VATION . ` DENOTES E%CA � ���. � � y `n_��'� � , .''� /.'; _. ��� � � eLv � � �..,� � � � ... : / ' ,ii� ILL IN � , �/ �\ RONALD J. I D� � DENOTES F a� ��� 8 -.F� � ,�- '�/1 i , � $� KATHERIN WETLAND ^,` `'�,. ���� � ��� _ - �' ✓ � � CZOSNYKA PEC. LAT 'V' DITCH SEE DETAIL 5 ��- � t� .�� -7 � � DENOTES HAND x tiC \ G .. � \ f CLEARING '� �J' ;� \ � TE P. IMPACTS I 31 �r� i ; � � � „ �, , r, )-��� " "� a -� ��g''�:� �\ RFACE WATE GARY DALE JR & . � � i � ' ' � , �� i� , %� ��� / � _ ' =" REiAIN� Q . A JACOB ERIN MARSHBURN SPEC UaT. 'V' DITCH � � �j �7- y7 a ' '. � \ � VE � SEE DETAIL 5 � ` �_ � *'' � � \ � � � P' ➢ r � � � � v� � ��' � . � � G � � �/ ��i �i � � � A . r^ � „ � ; � � � � RETAIN V �; � ��� �' AUE � / „ � � ' i ��� � O ��\ � xvi-� �\ \ \ � \ � // .;�o� \\ —` ' \ ..\��\, jO F � � � ' ''� � � - � 25 �::� �F F � , � , � ti �s � ----� �, ,� � �'_ O � H -� a�i���,�r� Nat�'ut;_�, g ._n � � � � i % � �� ��� � �� �� , �� � ///���� DETAIL 17 � � \ \ry �� � ,y.�\ 32 � STANDARD BASE DITCH / /� /� � O o - � Not ro Scale) 30" RCP IV .������� R .///�.�/ /� DITCH�T V \� 0 8.25 0 � "�� . _ C\� ZELMA RAHAL. et OI H��,al S`� N.� / SEE DETAIL 5 '� �� INC. " �� � V ��oo�d 1.� p tiJ � -� - � O o \��-. � � I e I B= 12.0 Ft. ./ ' ��OVE SPEG. LAT.'V' DITCH d �a 'P � M�� o= s.o F�. SPEC. LAT.'V' DITCH =%' / � � - - � � SEE DETAIL� �� � � � o� � SPEC. LAT.'V' DITCH SFE DETAIL 1 � �� � � - � � � \ � � � SEE DEfAIL 1 �. �� F � \ � � \ FROM -Y2 REV- STA. 17+60 RT. / i � � - � � < t�,/ �/ / CL455 'B' RIP-RAP � �` /O� j � / EST. 8 TONS F 5 �;� ' \ � `se� / / � i ,' / J�C, EST. 27 SYGF ��j� . � \ � \ / � � Q R � �' '�� � � 4' LAT. BASE DITCH CLA55 'I' RIP-RAP 5 L� \ \� �� �� � / SPEC. LAT.'V' DITCH SEE DETAIL 10 EST. 45 TONS \ �� �\' �\ / � SEE DETAIL 5 EST.65 SVGF IMPACTS IN � i_L �4 / i .�'� ;/,', � 30" RCP-N -� 4' STD. eASE DITCH S U RFAC E WATE I� ��� � � � ��i /'�/ / �4 1B W/SLAB LID SEE DETAIL 9 � o \ �.- � � ,i� � Q� 5 = 0.3� SITE 1 � 5 `� ` � � / ;' � DDE = 325 CY �;��, �y� � �,�i r �� IMPACTS IN o �, R '� ; �� � ��F ! � a .t , '�;��, �� ��,� �� � � SURFACE WATER ° '� , , `` , , � m � � �x "Y ly ,pi j�` i / / / e`�� 1� D \ ��� `\ `� � � r �� � � � � ���5' ��' � ' ' , , � � za � � „ � � _ �� +,'� ,� '�<` i ��. � 'I�� � ` ��� r ,�'sr°.B"sE °'r�" TEMP. IMPACTS IN ' 1ERY � ` �` � BETTY CULLiPHER, et oi ° ' SEE DEfAIL 11 � SFF Y� � �� Q�`� ooE-' S�Y SURFACE WATER �, �r� �� �� � �� � ,�. 5,�,� 5�.� � � , � �� `�� �` � �� T;- � . ��'�,. F� J L DETAIL 5 -� �� � S� SPECIAL IATERAL 'V' DITCH � � ' � � � �� �( 1 Not ro Scale) . �� �� � �� � DETAIL 1 � � � � � 000� DETAIL 9 DETAIL 10 �°o�;,d �- F�n SPECIAL LATER,4L'V' DITCH \ � . STANDARD BASE DITCH LATERAL BASE DITCH D Slope IN�rw 5mie� �a \' � �ry ��o s�ale� �Ho��o 5caiel Min. D= 1.0 Ff. � �.��y 7� . � b Noturol No�ural No�urol F- Ground 3. � Fill �p� \ Ground � Ground Z. � ��hG Fill � p�=�' Slope L Cr � � Z�� D ti' � D ti FROM L- STA.155+00 TO STA.156+00 RT. � �` �/1 Slopa Mm D 1.0 Ft. \\\ ' d FROM L- STA. 155+23 TO STA. 157+00 L7. �-. ��� �� B 40 Ff. B Mn 0= 2.0 F. � � FROM -L- STA. 158+24 TO STA.759+36 LT. �'-- � � � Mn D- 2.0 Ft g 4� H� FROM -L- STA.161+07 TO STA.165+00 RT. �y � ' a 6 SA Ft_ FROM �- STA. 159+36 TO STA. 165+00 LT. FROM L STA 152+00 TO STA 155+23 LT. �\ � �� � . FROM Y2 REV- STA. 13+00 TO STA. 14+00 RT. � � FROM -L- STA. 155+68 RT. TO -Y2 REV- STA. 16+00 RT. FROM -Y2 REV- STA. 16+00 TO STA. 77+50 RT. - FROM -Y2 REV STA. 18+00 TO STA 20+25 LT. � FROM -Y2 REV- STA.15+00 TO STA. 17+09 LT. � � STA.159+36 LT. - - _ � � mco s� so o so ioo iso DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR —L— PROFILE, SEE SHEET 31 �; cRAPH�c scA�E NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2_REV— PROFILE, SEE SHEET 38 N: � ° �INTB HNTB NOFTH CAFaLINA, P C PROJECT REFERENCE NO SHEET NO. \ 343 E. Six Fo�ks floatl, Suite 200 V Faleigh, North �a�o���a Z�so9 U-4906 13 � NC License No: C-1554 Rryy SHEET NO. � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER `� 28 \ 29 -BL- 23 PI��C J, � ASHLEY K. & EDNA P. & �� �����<y`__, � O� KATHRYd� M. FAIRCLOTH FRANKLIN MARSHBURN ! � � FILL N ��= 2 GEORG£ FRANKCIN---- / t � � � & EDNA MARSHBURN WETLAN �i f�� \ _ .� � � \ � , � � . � / ; � � � � : . - � , � � a � . � ,-. _ � ;� OCL455 'I' RIP-RAP � `. � � ,-_.�� � , .. ` �� � �� ES7.lOTONS � ; � -�SPE�.�.T.-�-o�T ExcA �TION� � � ��'� PERMIT DRAWING � O EST.38 SYGF �� � � � 2C� � � �� ' � SEE DETAIL 5 � � ... ' `�' i �VETLAND , � ��� ���- SHEET 5 OF 22 ��a,.MARGARET M. �� � � � 4'STD.BASE DITCH . /�i . '. Y� / Q � � �� �� 'THOMPSON �� 'i . SEE DETAIL9 //� .�yp�R' � . / k , � a . S = 5.0 % �.. I � � �. ✓ ' _ � u w' �s . OO � � DDE = 5 CY ' -� - � . G / , I � ' � � . TEMP. I PACTS IN � '� / ' ' N J��� ` eJ� SI E 2 �o NA� $ po7 ' �. SITE 1 �� � � � = ���� �i � , NSRS 2 _ SURF TER SPEC lAT'�'DI7CH `/��� / �6 ' / SPEG T.'V'DIT H SEE DETAIL 5 .�. aa�� � / � � / , i.. SE AIL 5 32 � �s � - � - - 24 � �� PINC � � ecP-iv � � , / � ; .� �' "� � � z vE � ����� �--� --� � , %i.; _ �� �,%� � ZELMA 4HAL.et al � � � '���� � � � � � R ��' � IM PACTS I N � � ,� _�� � _ �� , , � , - �- ���� � ���� � � � s \ ���1���\��,,` �\FSURFACE WATER � �� �/w�EMOE o � � � Q`� 93 LEGEND �. � ,�b - ��' �� i i DAVID M, & , , M �\ ...... ) . k \ �� .... Fr4/ .� /HC �� - .� `.. _ PATSY ANN SYD � SURFACE WATER IN � .� L 8� DENOTES M ACTS , � ........ ^ \� , i":>[`, Q I - � ES I P ��/ \�� ., o- �' . � \�` t�::.F F . �."'� � e �� � � �� IN�,�' ��\ �IL��EMMEC ANIZED CLEA G � M AOCTSSINE SURFACE WATER ' s �,� � r . ,;r S� ,^ � � B W/ ' i 78" RCP�V I � � � � y \ \ � � � � SLAB LID ,� Q�� DENOTES MECHANIZED \ �\ � ... � 1 � � �,�/ , A� CLEARING ET D . �,: � � e M� \ / � ' � �� �� �� .�� 30 N�WETLANDAVATION I \ �� s /Q � � , WETLAN � S \ ....... G� � .. __O k . � G �\ ��\- Sy ri.�� . /,�, _ �\ �eLv ILLIN � , � , f �,... ,ii� / � I N D! � DENOTES F \ a�2i �OB _-2//�,Q � �.. //�,'{A �a' v\ &R�ATH�ERIN F WETLAND PEC. LAT 'V' DITCH SEE DETAIL 5 � �- � � � ���� ✓ ��o y � � ^ � � ` � \ ACTS CLEARING HAND � x�.� ���,� � ',\ TE P. IMP I 31 /�� � , � - � �, � �, , _, 6 ,� � � � � y+ �� - " =" � a-� � ��'�� �V � RFACE WATE GARY DALE JR & � � .�/ � _ REiAIN' %, . A � �� JACOB ERIN MARSHBURN �� � � SPEC.LAT.'V'DITCH � ' �7-^� �c�� a":�, � VE� SEE DETAIL 5 � � - � � � � � �� � � P` ➢ f�� � , � � ��': :. � 0��' � ��� � \ �F m � � -� l `� `, / % � I s�.AF RETAIN \ sP��J�% ��E� , x.�.. \.�, / ,�. � ��� � � ��q, . � � � �� /� � � ' ��•; �,� � � � � `' \ � \�� jO � � , � _ �� � F � �� 25 � - CG �F' � i � � � o — -- _ �� �� � �. F � / � — � '�o s > H -i -� '�� � � . /: aai���,�r� r,aNCOCK,et ux � �i� �i� �, � `��� ,�� � � � � DETAIL 11 �� � � / . \ \\ry � � � 32 � STANDARD BASE DITCH � � / / � / G . A o o - � \ � �A 1 Hm ro uoia� 30" RCP IV �� 01�\O R... ��/ / � DPTCH�T.'V' \� 0 8.25 0 ��� � C\� ZELMA RAHAL.et al H���a� � SS " N// / SEE DETAIL 5 F �� INC. o� A � " � � .\ ��ou�d 1.� p tiJ � \ � I � � � B= 12.0 Ft. � . / ' _ ��OVE $PEC_ LAT.'V' DITCH ,p 8� � �� �b \ \ �-=� Min D= s.o R. SPEC. L4T.'V' DITCH % /-� �� SEE DETAIL 1 � � � � � SPEC. LAT.'V' DITGH / � � '--- _--��\ � �o\'. SEE DETAIL 1 . �� � , � SEE DEfAIL 1 r.. � LRF / .' ��� / F � � \\ �� \ \ FROM -Y2_REV- STA. 17+60 RT. // '� 1 F, � / �o '� / CL455 'B'RIP-RAP � �` � � � / / � / EST. 8 TONS F 5 �,\ Q, . � � \ , \ 1�` \ � � / JF, EST. 27 SYGF . �� \ \ \ / / Q ff / R � � �' � 4' LAT. BASE DITCH CLA55 'I' RIP�tAP 5 \` � \ �� . I �� �� � / SPEC. LAT.'V' DITCH SEE DETAIL 10 EST.45 TONS IMPACTS IN ��`�� o� \' K\ I`�FD , � SEE DETAIL 5 EST. 65 SVGF / � � 30" RCP-N 4' STD. eASE DITCH S U RFAC E WATE I� °� �.. / � I ��� � �` � �� �' ���� % / �4 1B W/SLAB LID SEE DETAIL 9 � �� / / 00 %, � � Q� 5 = 0.3� SITE 1 � 5 ��� � � , , ���� / � �� � � // �oe = azs cr � � R � � ��' �� � �:$U � � � �� ,� �, � IMPACTS IN a �, �� ��� � ,� � �, F �, '�;��, �! � �� � � SURFACE WATER ° � � ��, ��� � -,v�/"�, �� , / � .� � � X � i "y l "� ��� � � ; � Q`�� � D �'� �\� �l� BETTY CULUPHER. et, �oi / / � � ��'' / / 24 . �� a��� � �� ��'� DB 1450 PC 289� QC. �� ���� . � � �� � �. .J 'I�� � , � s ,�'sr°.B"sE °'r�" TEMP. IMPACTS IN ' 1ERY � ' ` �` � BETTY CULL�PHER, et pl ' d > SEE DEfAIL 11 �,. ��. SFF Y, � �� Qo�. 00E='35 �Y SURFACE WATER �,, �" ��� ,"�\ \ S,y� s�,� �� � �� .�' .� � s , �� �� F� J L DETAIL 5 Z �' � 9� � '� J S� SPECIAL IATERAL 'V' DITCH �� -� � ' � X . 1 Hm ro s�aie� . M� � � �� 0� � � � �� � DETAIL 1 �+�� •Q afur I � Fill SPECIAL LATERP.L'V' DITCH ` �� �� " � DETAIL 9 DETAIL 10 �.ound - �`� STANDARD BASE DITCH LATERAL BASE DITCH D Slope IN rro 5<aie� -4� \. C �ry ��o s�ale� �Ho��o 5caiel Min. D= 1.0 Ff. � � � b Noturol � ��` } �� �\ _� � No�ural No�urol �-- � Ground 3. 1 � Fill __�pB _ \ �� � Ground � Ground \ 1 '�'' Slape - -- O � \ � � Z�� D ti' Z'� D ti '�'��' I�sia� FROM �-STA.155+00 TO STA.156+00 RT. D M�n D-� 1.o Ft. � S ���\\ \'� qe-' d � FROM -L- STA. 155+23 TO STA. 157+00 LL � � -- � i e i B 40 Ff. I e I e n o o F 0 F�. �� FROM -L- STA. 158+24 TO STA.759+36 LT. � " � �� \� '� � ���� Mn D= 2.0 Fi �� FROM -L- STA. 161+07 TO STA.165+00 RT. 2 � � a 6 5.0 Ft. FROM -L- STA. 159+36 TO STA. 165+00 LT. FROM L STA 152+00 TO STA 155+23 LT � �\ ��` \��� ��� ti FROM -Y2 REV- STA. 13+00 TO STA. 14+00 RT. � � .� \ \ � FROM -L- STA. 155+68 RT. TO -Y2 REV- STA. 16+00 RT. FROM -Y2 REV- STA. 16+00 TO STA. 77+50 RT. - FROM Y2 REV STA. 18+00 TO STA 20+25 LT. �--,_ qs \ �� FROM -Y2 REV- STA.15+00 TO STA. 17+09 LT. —�� O\ , -L- STA.159+36 LT. - - � _ .. � �. mco s� so o so ioo iso DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR —L— PROFILE, SEE SHEET 31 �; cRAPH�c scA�E NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y2_REV— PROFILE, SEE SHEET 38 N: r' r � N R� 8� �� C rn � v s � E � d 0 r _ �� s� � �� o�� \�� N :_ 29 � ',=DNA P. & r'(",4idKLIN MARSHBURN � r __ _�,�--�',`,/ ._ 6� w � 'i�'� I I �S IEC. IAT.'V' DITCH �S�E DETI IL 5 0 � O O + � � � � � N W W J = I N w W Z N J _ V G ��� g � � R JFSSF L. JAMES et ol i z' _ � � — I � EiAROARA JAME$ �� FILL IN � F�oW9� ' WETLAND MEC�J � ZED CLEARING ;'�, f�ATERIAL � i � � � il'� � IN WE_TLAND �� , � y � � � �. \ \ � � �?m / �� i __ a� .: ' r�"�: ^- - _ - - - - '� - `�+-- �� .. �- _ — —� --- — � �'i,E _ �u[ ' f'AV 'Ih rY. �. �. � �.�.�r.-_ --� �T�ia�-i -fi�c -- Uc r^�.%l=� �HL . �xi � 'o� _' �._ J'�_ — — -�_ - -L - Pl Sto /73+2697 � _ ll'08'32✓'fLT1 D = 3' OI' 16.9' L = 368.78' T = 18497' R = /,89635' SE = EXISTING i THERESA STEADMAN MARTIN MEZA, 6t ux GUTHRIE BROWN, et pl I Q y' ISBKD 0' � f l ;; �� � � � � � �, � � 1 �i ,� I�"� 1401 €� � p TAI � �I B R�i - - - S' lil �_ J_�__ � �CP_� i � �\i: /� 99 �� /�/ .1 % �� � �,m�� �� , S, , � Ic�. � � � i r.._RiAi Y" _ � _ ��_— —��� rss - _ Q � � �� . � KATHRYN��HAND CLEA ING � � / � . Tti0Ma5.et ai IN WETLAND Z SITE 2 � EXCAVATION a IN �K�T�rn�s� �;r�s �� a ht�L Jie H. :5!dITE � GOLD E 0 � � i � J SPEC. L4T.'V' DITCH m SEE DETAIL 5 DETAIL 5 DEfAIL 1 3z $PECIAL LATERAL'V' DITCH SPECIAL LATER4L'V' DITCH � Not to Scale) ( Nof to Scale) _t 1'a q>...'rli ,':.t .ti i Nofuml � Fill Natuml � Fill Ground p Slope Ground p Slope �ti Min. D= lA Ft. Min. D= 1.0 R. ,1 1 �.. FROM -L- STA. 165+00 TO STA. 165+50 RT. FROM -L- STA.173+20 TO STA. 173+00 RT. .. FROM -L- STA.165+00 TO STA.165+23 LT. �I�� a 30.00' RT . +07.41 -L- r � 173.81' RT l CLASS 'B' RIP-RAP EST. 5 TONS EST.14 SYGF KAVI MORTON, et ol I ISFD � I �I � i I � ` -��';I � �� � l�l �3\ _ _ v � �_ - �D REMOVE S LFs= - 1402 OF 1,� RCP FILL W/ REMOV +18.00 -1 FLOWABLE 45.00' RT ,::- MqiERiq� 30.00' RT � ��� �� C. 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MOF2T Pd, ux - � -F - - _ �X— C,: X � �- r,,,-.�^^'� � �X�'� � AARON HELSTROM. � �� ����'"'�` ��"�"� gt ux t'� � � �x�X � x Z X \ ;� a 1 1 N DONNA GREGORY MORTON FARMS INC t \ m ; � i -RUSSELL BECKER,et u\ .._. , \ � ...._.. . _..... � � �� - � � . ro m �.� ' f._., ... _. . i FOR —L— PROFILE, SEE SHEETS 31 AND 32 �I N T B HNTB NOFTH CAFaLINA, P C PROJECT REFERENCE NO SHEET NO. 343 E. Six Fo�ks floatl, Suite 200 Faleigh, North �a�o���a Z�so9 U-4906 14 NC License No: C-1554 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � N R� 8� �� � -� THERESA STEADMAN � � ' � a," . " . � � � � �-> i i � -0 , a'� �� � MARTIN MEZA,6t ux �� � MORTON & MORTON PHOPERRIE$ LLC � , 48____ � _ - GUTHRIE BROWN, et ol � I � i � � � -, . , + L . o � i I � � . � i � .. , i �� o a '' �-' � � .. . � � � ¢ � � I • I o ' _ , � � � � N � 5 EC.IAT.'V' DITCH �� � � -�„'atED F�E�D 5 (m(1 rn �S�E DETAIL 5 -- � , _- �� � F.- � � � ` r � ,.... _ __ __ _. _. _ V' m-- _ � � �� � JESSE L. 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'- ' `----e .'� i . . �_ � � . ,. � Q o, -, .� . i ___-__ __' � � �'� �' i �- - �,-� � "HW 7:9 _� ��- , ,, ..�-� ,,,� � 9 � �o � �1 ---- , � � ,� , - � , - _ . .- F - ------ - I z ... � . DETAIL 26 �/"7 � � � - - � x . - - '�� ,�--�� i�__� ' _-___-� �tl' � K CRE F HLf ', J y . — _ _- - . -- - - ��XSTNG R w ___ � PIPE ONotEo SrnAejNK . � � __ _ - -- �_ , � . �ao ;aPq ro�on � . _— -_ �. -- � �� _ - , � . . . � t �� �� `� •. �„ � a��.ca�-_ _ — rt -_� - - �'d--oa^�� o^�i--�� O O� � � _ � . , - !r - �, � ',� �,� _ , , _ 6E � � -- — — — _ j , � _ _ ., , , , � h � i //� �'�'�Fi �fl£- � � 1� � r�'_'� � \ -- =.�. � - - � ��� F � -, _____ 3jJ . I � �� I I _--__ - _ € . �. � ____ �'`q.� / o � - "-� _'� - - � � � _ __ ' �. �" �-� \ _ - _ _ . � .i''o .� Ov'__�� o�___� I m � E%�NG GBW � - I .� - - ._ _.-____. C �.._ � i � .� e � �39� � ' - � �` m � �-' - � � m�'� �� "� �5_ -- �Nv=2��B � ------ --- � � Na�aeie,Eo a+o- a [ � � � , ,- �_,- i � � I . �ov ,, . . _ ___. .. Length= 13.0 Ft. � � , . i . . .. . . � . ; .\ -oc�' ,�\ ,,'. A % a j,, . __ _. _.. _. ... � d= 5.0 Ft. � �_� � .' `� °� '. CLINTON & SYtYIA�RUNYON .�`r �� --� - .. t �, ,� � DB 3270 PG 190 \J'\� -YS- STA.12+00 RT � _.. s �� � � ,-� ��, ` ? ' —_ 98 �_ � IMPACTS IN , , - �,, � - - � 5a o� 50 �oa �50 �-- o .___-% ' TEMP.IMPACTS — � '`- ----- � �I ' ' . MITCHBURG INVESTMENT.LLC �� SURFACE WATER �\ i �� `-� ' -� DB 3481PG�687 /' ' IN SURFACE WATER w� �� z GRAPHIC SCALE � - � � � � � � � � � - - � m ', , � r \ SEE DETAIL 26 - � i � �se - - � � . CL4S5 'I' RIP-RAP - � DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) '� �°� - ,� ' EST:;o TO�F , �E �— �„--- __ �No RIP-RAP IS TO BE - �� � FOR —L— PROFILE, SEE SHEETS 32 AND 33 NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED X � PLACED �N STRE.� aEo, FOR —Y5— PROFILE, SEE SHEET 39 � � � y N L N � � C W Q � �_� _________,___--- IMPACTS I N SURFACE WATER TEMP. IMPACTS IN SURFACE WATER �E CULVERT CHAWN L IMPROVEMENTS / (U PSTREAM) SEE DETAIL 1 � � ,� ��,/ i ; ____-�___ SITE 3 �� y E � _` _ t�� --- TAIN RETAII — _ _ _ N'�' �'� �> - _�-- -- -- � _ � -- � ___ RETAIN _; - -- __------ � - - - -- - -- -- -- -- --- L _ �,� --- — . _ - — -_ . --- -- ------ .. , -- -- --- — - __— ----- — �-r---- --- — � — — — �_'- -_- t - __ � � - - ,-_ _ -- � U -- � --- - ----- - INV=30.8 � W/ I RETAIN MH fl . _ _ _-- �..�� r � _ __ — — —T_-----____ t.� , - � _� - — —_ ---- --_— __ _— —w— — r� - � _ - — — tE&4�-� � = �-_�€a',�i ---- � � - - - _ RETAIN ' _r�, � COLLAR & EXTEND W/18„ 50' 0' S0' 100' 150' GRAPHIC SCA�E / \ � � N 'Im ' ; ,. ----- ---- - ------ J� . . _____ _ .______- __ __ .,:� /� _—_ ------ --- .--- _-----___ __ _ — _ _ — _ '� '�1=— — I ______ �--__ = = _ _ __ - — _— __ -- L c ``---- _ � _- -- - - � � J B W/ F_ - � . INV=30.5 IMPACTS I N SURFACE WATER �- SEE DETAIL 15 CLASS 'I' RIP-RAP EST.57 TONS EST.104 SYGF �I N T B NC1eiaense�NthoCa1554naS2i��e9200 TEMP. IMPACTS IN SURFACE WATER �EGEND PROJECT REFERENCE NO. U-4906 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 16 HYDRAULICS ENGINEER PERMIT DRAWING SHEET 11 OF 22 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER tiq tis�� �� \O� � � � y N L N � � C W Q � IMPACTS I N SURFACE WATER INV=30.8 � W/ � RETAIN MH 1 ------ �a -___ ; k _ RETAIN''= r �_� � -- _ _ __ _ -= ��� --- — r--- �� t -- - - _ �` --- - �� -- =- ==T - ____--�, -- -' .I � _ _ - tE�41R1---� �� �- i��€�',� - � '-- - �� R� P 'F . ; - - - 9� RETAIN , �,�,/ �- D �� �E COLLAR & EXTEND W/18„ TEMP. IMPACTS IN SURFACE WATER �� � s � 50' 0' S0' 100' 150' GRAPHIC SCA�E �- / � � � Im CULVERT CHANFN L `__, IMPROVEMENT� � � �'� ; �--�- , (�UPSTREAM) � � -- SEE DETAIL 1 '; � C -E� � �� � -- � � '��1---- _- �_. SITE 3 y -�''"� ;_ i��TAIN RETAII _ RETa�N�5 _�C� '-�:-�- � — -- _-��_— __ - ---- _ -- -- --- - T _ , _ _ �_ --- - - ------ - i- - -- - -- --- - -- --- --- ------ � - r -- ---- � �- -_ _ ' _ : r-� �` - n�u. -= -- � .�t� _ —� QJB V�/-�� -_-sE - F - °-' MH , ov' � INV=30.5, " J \ w \ � � �� rn � IMPACTS I N SURFACE WATER I`� 3 "- SEE DETAIL 15 �oCLASS 'I' RIP-RAP % EST. 57 TONS EST.104 SYGF �I N T B NC1eiaense�NthoCa1554naS2i��e9200 TEMP. IMPACTS IN SURFACE WATER �EGEND PROJECT REFERENCE NO. U-4906 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 16 HYDRAULICS ENGINEER PERMIT DRAWING SHEET 12 OF 22 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER tiq tis�� �� \O� 1 �1 1 1 1 11 •1 :1 1 .1 1 �1 1 1 1 1 1 1 � �1 I .1 1 :1 •1 11 1 � �. .�♦ � �.■■■...■..■.. .■..■■...■..■■. . .■... . ■ . . .■... . . . . .■... . . . � . . ■ .. . .■.. . . .C■. � ............................. ....... ... . ....... ... ... ....... ... ... .. .. ... ... ...... . ■.■ .. � ......................................... ............... .................. .. .............. 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' . i � ; 87" x 63,,, CAAP i � ON 0.3% GRADE i EXISTING PIPE j � � J � � � 0 INV.OUT =30.5' (BURY INV. 1' MIN.) � _ i i�iil li� SCALE 1"=20' HORIZONTAL 1"=5' VERTICAL 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 40 _ 35 � 30 , .� ,� . ,. . . ,, ,,,. ,, . .�� �,.,�� ..,,_ ONSLOW COUNTY PROJECT: U-4906 GUM BRANCH ROAD (SR 1308) FROM WEST OF MILLS FIELD RD (SR 1313) TO EAST OF RAMSEY RD (SR 1324) � � � y � s � �, � w Q � �I N T B NC1eiaense�NthoCa1554naS2i��e9200 �EGEND `�„� �,�i i'; ,; � �� �3EGlN CONST RUCT lON -Y5 - ST A ll +50000 ) � � m y i m. ; � � � c;�✓s T S ITE 4 ��� --- - ' � _ � — — = _ _ � — — -- F � � ---- --_ � ,_�_— . , -- � — F F� h� ci�� it �HivE so� ,�, � 20' PA,,ED ROADWAY -- �����s��,t���_ __ -- --- w , _. ���� gs-- — --- -- /\ _ , , _ �� � �__ — P — i - - _� � �--- - � _ — - � � ' _ ��w --- - - - - I- �''�. \',.�ov gG INV=27J� % rn� �'���-,___ , ICLINTON & SYLVIA RUNYON � DB 3270 PG 190 � W � ;, �, � , �- � �w �IV 27:9 .__'_HW -_ _ T � , � --� — - -� � � � � �_- �� � - - - - �?'�t��yP _9£ _ -- -� - - - - - _ - — — - — — — - - 37-- � -- - � - — - � TEMP. 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ROADWAY DESIGN ENGINEER SHEET NO. 16 HYDRAULICS ENGINEER PERMIT DRAWING SHEET 15 OF 22 �,9 tisR� �� \O) 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 P E RMIT D RAWI N G SHEET 16 OF 22 _ _ _ _ . .__ _ _ _ , _ _ , _ __ - - __ ; _ _ _ _ _ _ � , --___ _ __ _ -- __ -- _ -- - -- - -- - - � _ _ .-- �_ � ; _ _ __ _ _ __ _ _ _ _ _ -- -_ _ _ _ � __ _ _ _ _ _ _ __ _ _ _ - :_ , _. , --- - ----- - ---- - ----- - ----- . - ----_ _ ____ __ ---- __ - --- -- - . -. _ __ _ - - _ _ __-.___ __ STA. 12 + 00.01 -YS- 87" x 63" CAAP � ELEV. = 38.09' - SKEW = 90° � J � � � 0 40 � 35 � 30 ,_ _ _ _. . _ _ _ _� , HEADWALL I _ - � i i WS EL. = 31.9' : i SURVEY 06-23-16 : � i - - I . _ ._ � _ _ i-_ i - I i _ ______ � i - l i _ . ,� � - - - ' _ _ _____ ;_ � � ��. - - - _- - '� ' � � �� a-- ---: - _ --? _ - i � � - - - _ , ___ � � _ - � i 1 ,� � i � TB LT I �: i �- '�� TB LT TB RT - / - i � � � i �__ �- -.------------ �-•--�----- - ----�-- --- � � ; i - i [ TB RT �:. , � . _ , , � i, , � EXISTING GROUND LINE ' � 87" x 63"' CAAP EXISTING GROUND LINE INV.IN =27.9' ON 0.4% GRADE (BURY INV. 1' MIN.) 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Shoreline AEC � 80 �, ; ie• ; � 6_ DETAIL 7 � � � -.. 5 RCP-N 81 I HS \ . . $PECIAL LANEiRA s�aBASE DITCH � I N t�� _. � � � EDD E JO fi5 e ux � .. LINDA LACORTE . . , . .. . I82 PHI IP F Y _ _ . � � I _ . - O L . CARE . Bt ux ��-' ,' i � \ _-- __ � , � . . �_ � � � � � � � � Nolurol � � , � � � / � \ m . Ground 3,.) D ,i.1 F'ill - � ..c�_. .. I � i � g � Min D= l �3 ,_.. \` � . `� � / ' �� � ��<. ._ f^.� B= 2.0 Ff.o ' i i � ` F. 2 � . c - . i ♦ - _ �-_ � { � � � � � i ,, � y .__ __y�__ • ` � � . _\ . i _ , � � _ .' '�_ _ " . i I �` � � � `'�-_ FROM -LI-STA. �_ . i _ �_- � � � ,� . i 77+27 TO STA.7$+20 LT.� � � � ` � o i i "' � ` '. i� i � 9 � � � i r � � � � .� . � .� � � is-' , . ,' ' i r __�' _ - ',s, � , � -, y� � iY-' � � �-.. . � �'� i - � � ___-� � � _, �_ � . . _ , i \ '9 ♦ \ \ �S\` ' t / 1 l / � / �' � r♦ .� � - � 1 � � � __ _ � � . ♦ ,� I '. -' � .S � `- i �/ 1 S� — I 1 F ' ' � i �_ 1 I � . I 1 �/ i ,____ � ��. � I ___ � ' O � � r / i ____\ � I � �� . �- _ I � - �b! _ - _ _ 9 _ I � � � y/ � �1 � I I � _.' S[' � �9G -- I � . , i i �, .. � � 1 I I __ , .. . � � � � ♦ � � � � � ��i��� � n � � i I � \ . � . . � . .. � I i � �� � �� � � I � / I i � � . ` I I � "-_ _ ` � N� l'[lln ,,,._ 50' 0' 50' 100' 150' cRnPHic scn�E NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS PERMIT DRAWING SHEET 20 OF 22 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Bank Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stabilization No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -Y2- 14+50 to 18+12 RT/LT 30" RCP/48" RCP 0.026 0.003 1 -Y2- 14+50 to 18+12 RT/LT 4' STD. / LAT. Base Ditch; 12' STD. Base Ditch 0.071 0.004 1 -L- 159+33 to 159+43 LT 48" RCP; Junction Box 0.003 0.002 2 -L- 164+70 to 165+91 RT Roadway Fill / Spec. LAT. 'V' Ditch 0.006 0.006 0.015 0.037 3 -L- 200+46 to 201+04 LT/RT 87" x 63" CAAP 0.014 0.006 18 28 25 4 -Y5- 11 +94 to 12+20 LT/RT 87" x 63" CAAP 0.005 0.009 2 37 18 5 -L1- 78+40 to 79+07 LT Grade to Drain (GTD) 0.009 TOTALS*: 0.006 0.00 0.015 0.015 0.037 0.119 0.024 20 65 43 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands: 261.360 SF Excavation in Wetlands: 635.976 SF Mechanized Clearing in Wetlands: 666.468 SF Hand Clearing in Wetlands: 1616.076 SF CAMA AEC Buffer Impacts: -L- Sta. 73+89 to Sta. 75+09 LT/RT; 0.000 SF Cow Horn Swamp -L1- Sta. 12+33 to Sta. 13+58 LT; 1899.657SF (Hand Clearing uplands) Batchelors Delight Swamp -L1- Sta. 81+25 to Sta. 81+47 LT; 253.194 (Mechanized Clearing uplands) Half Moon Creek 2013 10 24