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Home My WebLink About20190188 Ver 3_401 Request Attachment_20211003 (2)U . S .A R M Y C O R P S O F E N G I N E E R S W I L M I N G T O N D I S T R I C T A c t i o n I d .S A W 2 0 1 4 0 1 7 2 8 C o u n t y :J o h n s t o n C o u n t y U . S . G . S .Q u a d :P o w h a t a n G E N E R A L P E R M I T (R E G I O N A L A N D N A T I O N W I D E )V E R I F I C A T I O N P e r m i t t e e :C h a d C o g g i n s N C D O T /D i v i s i o n 4 E n v i r o n m e n t a l O f f i c e r A d d r e s s :P O B o x 3 1 6 5 W i l s o n N C ,2 7 8 9 5 T e l e p h o n e N u m b e r :2 5 2 . 7 1 7 . 8 6 9 9 S i z e ( a c r e s )N / A N e a r e s t T o w n C l a y t o n N e a r e s t W a t e r w a y P o p l a r C r e e k R i v e r B a s i n N e u s e U S G S H U C 0 3 0 2 0 2 0 1 C o o r d i n a t e s L a t i t u d e :3 5 . 5 7 8 ;L o n g i t u d e :7 8 . 3 6 4 L o c a t i o n d e s c r i p t i o n :U S 7 0 f r o m U S 7 0 B u s i n e s s e a s t o f C l a y t o n ,t o T u r n a g e R o a d n o r t h w e s t o f S e l m a ,N U S 7 0 f r o m U S 7 0 B u s i n e s s e a s t o f C l a y t o n ,t o T u r n a g e R o a d n o r t h w e s t o f S e l m a ,N C . D e s c r i p t i o n o f p r o j e c t s a r e a a n d a c t i v i t y :T I P W 5 6 0 0 ;H i g h w a y I m p r o v e m e n t s i m p a c t i n g 5 . 9 2 a c r e s o f w e t l a n d s ,2 , 5 5 8 l i n e a r f e e t o f t r i b u t a r i e s ,a n d 0 . 2 2 a c r e o f o p e n w a t e r p o n d s . A p p l i c a b l e L a w :S e c t i o n 4 0 4 ( C l e a n W a t e r A c t ,3 3 U S C 1 3 4 4 ) ;S e c t i o n 1 0 ( R i v e r s a n d H a r b o r s A c t ,3 3 U S C 4 0 3 ) A u t h o r i z a t i o n :R e g i o n a l G e n e r a l P e r m i t N u m b e r :3 1 S E E A T T A C H E D R G P G E N E R A L ,R E G I O N A L A N D /O R S P E C I A L C O N D I T I O N S Y o u r w o r k i s a u t h o r i z e d b y t h e a b o v e r e f e r e n c e d p e r m i t p r o v i d e d i t i s a c c o m p l i s h e d i n s t r i c t a c c o r d a n c e w i t h t h e a t t a c h e d c o n d i t i o n s a n d y o u r s u b m i t t e d a p p l i c a t i o n a n d a t t a c h e d i n f o r m a t i o n d a t e d F e b r u a r y 1 2 ,2 0 1 9 .A n y v i o l a t i o n o f t h e a t t a c h e d c o n d i t i o n s o r d e v i a t i o n f r o m y o u r s u b m i t t e d p l a n s m a y s u b j e c t t h e p e r m i t t e e t o a s t o p w o r k o r d e r ,a r e s t o r a t i o n o r d e r ,a C l a s s I a d m i n i s t r a t i v e p e n a l t y ,a n d / o r a p p r o p r i a t e l e g a l a c t i o n . S p e c i a l c o n d i t i o n ( s ) ,i f r e q u i r e d 1 .I n o r d e r t o c o m p e n s a t e f o r i m p a c t s a s s o c i a t e d w i t h t h i s p e r m i t ,m i t i g a t i o n s h a l l b e p r o v i d e d i n a c c o r d a n c e w i t h t h e p r o v i s i o n s o u t l i n e d o n t h e m o s t r e c e n t v e r s i o n o f t h e a t t a c h e d C o m p e n s a t o r y M i t i g a t i o n R e s p o n s i b i l i t y T r a n s f e r F o r m .T h e r e q u i r e m e n t s o f t h i s f o r m ,i n c l u d i n g a n y s p e c i a l c o n d i t i o n s l i s t e d o n t h i s f o r m ,a r e h e r e b y i n c o r p o r a t e d a s s p e c i a l c o n d i t i o n s o f t h i s p e r m i t a u t h o r i z a t i o n . 2 .T h i s U S A C E p e r m i t d o e s n o t a u t h o r i z e y o u t o t a k e a t h r e a t e n e d o r e n d a n g e r e d s p e c i e s ,i n p a r t i c u l a r ,t h e N o r t h e r n L o n g e a r e d B a t ( N L E B )( M y o t i s s e p t e n t r i o n a l i s ) .I n o r d e r t o l e g a l l y t a k e a l i s t e d s p e c i e s ,y o u m u s t h a v e s e p a r a t e a u t h o r i z a t i o n u n d e r t h e E n d a n g e r e d S p e c i e s A c t ( E S A )( e . g . ,a B i o l o g i c a l O p i n i o n ( B O )u n d e r t h e E S A ,S e c t i o n 7 ,w i t h ‘ i n c i d e n t a l t a k e ‘p r o v i s i o n s w i t h w h i c h y o u m u s t c o m p l y ) .T h e U . S .F i s h a n d W i l d l i f e S e r v i c e ’ s ( U S F W S ‘ s )P r o g r a m m a t i c B O t i t l e d ‘ N o r t h e r n L o n g e a r e d B a t ( N L E B )P r o g r a m m a t i c B i o l o g i c a l O p i n i o n f o r N o r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n ( N C D O T )A c t i v i t i e s i n E a s t e r n N o r t h C a r o l i n a ( D i v i s i o n s 1 8 ) , ‘d a t e d M a r c h 2 5 ,2 0 1 5 ,a n d a d o p t e d o n M a y 4 ,2 0 1 5 ,c o n t a i n s m a n d a t o r y t e r m s a n d c o n d i t i o n s t o i m p l e m e n t t h e r e a s o n a b l e a n d p r u d e n t m e a s u r e s t h a t a r e a s s o c i a t e d w i t h ‘ i n c i d e n t a l t a k e ‘t h a t a r e s p e c i f i e d i n t h e B O .Y o u r a u t h o r i z a t i o n u n d e r t h i s U S A C E p e r m i t i s c o n d i t i o n e d u p o n y o u r c o m p l i a n c e w i t h a l l t h e m a n d a t o r y t e r m s a n d c o n d i t i o n s ( i n c o r p o r a t e d b y r e f e r e n c e i n t o t h i s p e r m i t )a s s o c i a t e d w i t h i n c i d e n t a l t a k e o f t h e B O .F a i l u r e t o c o m p l y w i t h t h e t e r m s a n d c o n d i t i o n s a s s o c i a t e d w i t h i n c i d e n t a l t a k e o f t h e B O ,w h e r e a t a k e o f t h e l i s t e d s p e c i e s o c c u r s ,w o u l d c o n s t i t u t e a n u n a u t h o r i z e d t a k e ,a n d w o u l d a l s o c o n s t i t u t e n o n c o m p l i a n c e w i t h y o u r U S A C E p e r m i t .T h e U S F W S i s t h e a p p r o p r i a t e a u t h o r i t y t o d e t e r m i n e c o m p l i a n c e w i t h t h e t e r m s a n d c o n d i t i o n s o f i t s B O a n d w i t h t h e E S A . T h i s v e r i f i c a t i o n w i l l r e m a i n v a l i d u n t i l t h e e x p i r a t i o n d a t e i d e n t i f i e d b e l o w u n l e s s t h e n a t i o n w i d e a n d / o r r e g i o n a l g e n e r a l p e r m i t a u t h o r i z a t i o n i s m o d i f i e d ,s u s p e n d e d o r r e v o k e d .I f ,p r i o r t o t h e e x p i r a t i o n d a t e i d e n t i f i e d b e l o w ,t h e n a t i o n w i d e a n d / o r r e g i o n a l g e n e r a l p e r m i t a u t h o r i z a t i o n i s r e i s s u e d a n d / o r m o d i f i e d ,t h i s v e r i f i c a t i o n w i l l r e m a i n v a l i d u n t i l t h e e x p i r a t i o n d a t e i d e n t i f i e d b e l o w ,p r o v i d e d i t c o m p l i e s w i t h a l l r e q u i r e m e n t s o f t h e m o d i f i e d n a t i o n w i d e p e r m i t .I f t h e n a t i o n w i d e a n d / o r r e g i o n a l g e n e r a l p e r m i t a u t h o r i z a t i o n e x p i r e s o r i s s u s p e n d e d ,r e v o k e d ,o r i s m o d i f i e d ,s u c h t h a t t h e a c t i v i t y w o u l d n o l o n g e r c o m p l y w i t h t h e t e r m s a n d c o n d i t i o n s o f t h e n a t i o n w i d e p e r m i t ,a c t i v i t i e s w h i c h h a v e c o m m e n c e d ( i . e . ,a r e u n d e r c o n s t r u c t i o n )o r a r e u n d e r c o n t r a c t t o c o m m e n c e i n r e l i a n c e u p o n t h e n a t i o n w i d e a n d / o r r e g i o n a l g e n e r a l p e r m i t ,w i l l r e m a i n a u t h o r i z e d p r o v i d e d t h e a c t i v i t y i s c o m p l e t e d w i t h i n t w e l v e m o n t h s o f t h e d a t e o f t h e n a t i o n w i d e a n d / o r r e g i o n a l g e n e r a l p e r m i t ’ s e x p i r a t i o n ,m o d i f i c a t i o n o r r e v o c a t i o n ,u n l e s s d i s c r e t i o n a r y a u t h o r i t y h a s b e e n e x e r c i s e d o n a c a s e b y c a s e b a s i s t o m o d i f y ,s u s p e n d o r r e v o k e t h e a u t h o r i z a t i o n . T h i s D e p a r t m e n t o f t h e A r m y v e r i f i c a t i o n d o e s n o t r e l i e v e t h e p e r m i t t e e o f t h e r e s p o n s i b i l i t y t o o b t a i n a n y o t h e r r e q u i r e d F e d e r a l ,S t a t e o r l o c a l a p p r o v a l s / p e r m i t s . I f t h e r e a r e a n y q u e s t i o n s r e g a r d i n g t h i s v e r i f i c a t i o n ,a n y o f t h e c o n d i t i o n s o f t h e P e r m i t ,o r t h e C o r p s o f E n g i n e e r s r e g u l a t o r y p r o g r a m , p l e a s e c o n t a c t E r i c A l s m e y e r a t ( 9 1 9 )5 5 4 4 8 8 4 X 2 3 o r E r i c . C . A l s m e y e r @ u s a c e . a r m y . m i l . C o r p s R e g u l a t o r y O f f i c i a l :__________________________________________________________________________ D a t e : F e b r u a r y 1 5 ,2 0 1 9 E x p i r a t i o n D a t e o f V e r i f i c a t i o n : T h e W i l m i n g t o n D i s t r i c t i s c o m m i t t e d t o p r o v i d i n g t h e h i g h e s t l e v e l o f s u p p o r t t o t h e p u b l i c .T o h e l p u s e n s u r e w e c o n t i n u e t o d o s o ,p l e a s e c o m p l e t e o u r C u s t o m e r S a t i s f a c t i o n S u r v e y ,l o c a t e d o n l i n e a t h t t p : / / c o r p s m a p u . u s a c e . a r m y . m i l / c m _a p e x / f ?p =1 3 6 : 4 : 0 . C o p y f u r n i s h e d ( b y e m a i l ) : N C D M S MATTHEWS.MONT E.K.1284867633 Digitally signed by MATTHEWS.MONTE.K.1284867633 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MATTHEWS.MONTE.K.1284867633 Date: 2019.02.19 14:38:54 -05'00' A c t i o n I D N u m b e r :S A W 2 0 1 4 0 1 7 2 8 C o u n t y :J o h n s t o n C o u n t y P e r m i t t e e :C h a d C o g g i n s N C D O T /D i v i s i o n 4 E n v i r o n m e n t a l O f f i c e r P r o j e c t N a m e :N C D O T _W 5 6 0 0 _U S 7 0 _S R 2 5 6 5 _S R 1 9 1 5 _R e e d y B r a n c h _L i t t l e P o p l a r C r e e k D a t e V e r i f i c a t i o n I s s u e d :F e b r u a r y 1 9 ,2 0 1 9 P r o j e c t M a n a g e r :E r i c A l s m e y e r U p o n c o m p l e t i o n o f t h e a c t i v i t y a u t h o r i z e d b y t h i s p e r m i t a n d a n y m i t i g a t i o n r e q u i r e d b y t h e p e r m i t , s i g n t h i s c e r t i f i c a t i o n a n d r e t u r n i t t o t h e f o l l o w i n g a d d r e s s : U S A R M Y C O R P S O F E N G I N E E R S W I L M I N G T O N D I S T R I C T A t t n :E r i c A l s m e y e r R a l e i g h R e g u l a t o r y F i e l d O f f i c e 3 3 3 1 H e r i t a g e T r a d e D r i v e ,S u i t e 1 0 5 W a k e F o r e s t ,N C 2 7 5 8 7 P l e a s e n o t e t h a t y o u r p e r m i t t e d a c t i v i t y i s s u b j e c t t o a c o m p l i a n c e i n s p e c t i o n b y a U .S .A r m y C o r p s o f E n g i n e e r s r e p r e s e n t a t i v e .F a i l u r e t o c o m p l y w i t h a n y t e r m s o r c o n d i t i o n s o f t h i s a u t h o r i z a t i o n m a y r e s u l t i n t h e C o r p s s u s p e n d i n g ,m o d i f y i n g o r r e v o k i n g t h e a u t h o r i z a t i o n a n d /o r i s s u i n g a C l a s s I a d m i n i s t r a t i v e p e n a l t y ,o r i n i t i a t i n g o t h e r a p p r o p r i a t e l e g a l a c t i o n . I h e r e b y c e r t i f y t h a t t h e w o r k a u t h o r i z e d b y t h e a b o v e r e f e r e n c e d p e r m i t h a s b e e n c o m p l e t e d i n a c c o r d a n c e w i t h t h e t e r m s a n d c o n d i t i o n o f t h e s a i d p e r m i t ,a n d r e q u i r e d m i t i g a t i o n w a s c o m p l e t e d i n a c c o r d a n c e w i t h t h e p e r m i t c o n d i t i o n s . _____________________________________________________________ S i g n a t u r e o f P e r m i t t e e D a t e DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers 69 Darlington A venue Wilmington, North Carolina 28403-1343 April30, 2015 Regional General Permit No. 198200031 Name of Permittee: North Carolina Department of Transportation Effective Date: April30. 2015 Expiration Date: April 30. 2020 DEPARTMENT OF THE ARMY REGIONAL GENERAL PERMIT A regional general permit (RGP) to perform work in or affecting navigable waters of the United States and waters of the United States, upon recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403), and Section 404 of the Clean Water Act (33 U.S. C. 1344), is hereby modified and re-issued by authority of the Secretary of the Army by the District Commander U.S. Army Engineer District, Wilmington Corps of Engineers 69 Darlington A venue Wilmington, North Carolina 28403-1343 TO AUTHORIZE THE DISCHARGE OF DREDGED OR FILL MATERIAL IN WATERS OF THE UNITED STATES (U.S.), INCLUDING WETLANDS, ASSOCIATED WITH MAINTENANCE, REPAIR, AND CONSTRUCTION PROJECTS CONDUCTED BY THE VARIOUS DIVISIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) INCLUDING THE NCDOT DIVISION OF HIGHWAYS, RAIL, BICYCLE/PEDESTRIAN, ECT. Activities authorized are: a. Construction, maintenance, and repair of bridges, to include work on the approaches, where permanent impacts resulting in a loss of waters of the U.S. will be less than or equal to 500 linear feet (lf) of stream and/or one (1) acre of wetland/non-tidal open water for each single and complete linear project*. b. Best-fit widening projects that have undergone interagency review and completed the cuTI'ent interagency Merger Process, which merges the requirements of the National Environmental Policy Act (NEPA) with those found within Section 404 of the Clean Water Act (CWA). 1 While there is no impact threshold for these widening projects, the Corps has the discretion to require an individual permit if it determines that the proposed impacts will have more than a minimal impact on the aquatic environment or on other environmental factors, or if the project would normally require an Environmental Impact Statement(EIS) under current Federal Highway Administration (FHWA) guidelines. Best-fit projects may include a small amount of new location roadway for components such as interchanges or intersections, provided the new location portion has been concurred upon by the merger team. c. Minor widening projects, such as paving and/or widening secondary roads, or interchange improvements, when permanent impacts which result in a loss of waters of the U.S. from installation and/or extension of culverts and/or pipes will be less than or equal to 500 lf of stream and/or one (1) acre of wetland/non-tidal open water for each single and complete linear project*. d. Stream relocation(s) associated with projects identified in a-c above. Stream relocation lengths are to be evaluated independently and are not included within each respective maximum limit threshold for the authorized actions stated above. *single and complete linear project: A linear project is a project constructed for the purpose of getting people, goods, or services from a point of origin to a terminal point, which often involves multiple crossings of one or more waterbodies at separate and distant locations. The term "single and complete project" is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers that includes all crossings of a single water of the U.S. (i.e., a single waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies several times at separate and distant locations, each crossing is considered a single and complete project for purposes of this RGP. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of such features cannot be considered separately. Generally, off-site detours are preferred to avoid and minimize impacts to the human and natural environment. However, if an off-site detour is considered impracticable, then an on-site detour may be considered as a necessary component of the actions described above. Impacts from the detour may be considered temporary and may not require compensatory mitigation if the impacted area is restored to its pre-project condition after construction is complete. If the construction of a detour (on-site or off-site) includes standard undercutting methods, removal of all material and backfilling with suitable material is required. 1. Special Conditions. a. The applicant must submit a pre-construction notification (PCN) with specified attachments to the District Engineer and receive written verification from the Corps that the proposed work complies with this RGP prior to commencing any activity authorized by this RGP. b. If the project will not impact a designated "Area of Environmental Concern" (AEC) in the twenty (20) counties ofNorth Carolina covered by the North Carolina Coastal Area Management Act (CAMA), then a consistency submission is not required. If the project will impact a designated AEC and meets the definition of"development", then the applicant must 2 obtain the required CAMA permit. Development activities may not commence until a copy of the approved CAMA permit is furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field Office-69 Darlington Avenue, Wilmington, NC 28403 or Washington Field Office-2407 West 5th Street, Washington, NC 27889). The twenty (20) CAMA counties in North Carolina include Beaufort, Bertie, Brunswick, Camden, Carteret, Chowan, Craven, Currituck, Dare, Gates, Hertford, Hyde, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell, and Washington. c. Discharges into Waters of the U.S. designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning areas are prohibited during the period between February 1 and June 30, without prior written approval from NCDMF, NCWRC, National Marine Fisheries Service (NMFS), and the Corps. Discharges into waters of the U.S. designated by NCDMF as primary nursery areas and discharges into waters of the U.S. designated by NCWRC as primary nursery areas in inland waters shall be coordinated with NCDCM (per existing agreement with NCDMF) and NCWRC prior to being authorized by this RGP. Coordination with NCDCM and NCWRC may result in a required construction moratorium during periods of significant biological productivity or critical life stages. The applicant should contact: NC Division of Marine Fisheries 3441 Arend ell Street Morehead City, NC 28557 Telephone 252-726-7021 or 800-682-2632 North Carolina Wildlife Resources Commission Habitat Conservation Program Manager 1721 Mail Service Center Raleigh, NC 27699-1721 Telephone (919) 733-7638 d. This permit does not authorize the use of culverts in areas designated as anadromous fish spawning areas by the NCDMF or the NCWRC. e. Waters of the U.S. designated as sturgeon spawning areas are excluded during the period between February 1 and June 30, without prior written approval from NMFS. f. Ifthe project is located within the twenty (20) counties ofNorth Carolina designated as coastal counties by CAMA, then all pipe and culvert inverts will be buried at least one foot below normal bed elevation when they are placed within the Public Trust AEC and/or the Estuarine Waters AEC as designated by CAMA. If the project is not located within the twenty (20) counties ofNorth Carolina designated as coastal counties by CAMA, then culvert inverts will be buried at least one foot below the bed of the stream for culverts greater than 48 inches in diameter. Culverts 48 inches in diameter or less shall be buried or placed on the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall be made to maintain the existing channel slope. The potential for destabilization of the channel and head cutting upstream should be considered in the placement of the culvert. A waiver from the depth specifications in this condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this condition would result in more adverse impacts to the aquatic environment. Culverts placed in wetlands do not have to be buried. 3 g. No work shall be authorized by this RGP within the twenty coastal counties, as defined by the NCDCM, without prior consultation with NOAA Fisheries. For each activity reviewed by the Corps where it is determined that the activity may affect Essential Fish Habitat (EFH) for federally managed species, an EFH Assessment shall be prepared by the applicant and forwarded to the Corps and NOAA Fisheries for review and comment prior to authorization of work h. Discharges of dredged or fill material into waters of the U.S., including wetlands, must be minimized or avoided to the maximum extent practicable. i. No activity may result in substantial permanent disruption of the movement of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area. The dimension, pattern, and profile of the stream above and below a pipe or culvert should not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. It is acceptable to use rock vanes at culvert outlets to ensure, enhance, or maintain aquatic passage. Pre-formed scour holes are acceptable when designed for velocity reduction. The width, height, and gradient of a proposed opening should be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. Spring flow should be determined from gauge data, if available. In the absence of such data, bankfull flow can be used as a comparable level. Where adjacent floodplain is available, flows exceeding bank-full should be accommodated by installing culverts at the floodplain elevation, if practicable. If multiple culyerts are used, the construction of floodplain benches and/or sills to maintain base flow is required, if practicable. j. Upon completion of any work authorized by this RGP, all temporary fills (to include culverts, etc.) will be completely removed from waters ofthe U.S. and the areas will be restored to preconstruction conditions, to include pre-project elevations and contours, restoring natural hydrology and stream corridors, and reestablishing native vegetation/riparian corridors. This work will be completed within 60 days of completion of project construction. If this timeframe occurs while a required moratorium of this permit is in effect, the temporary fill shall be removed in its entirety within 60 days of the moratorium end date. If vegetation cannot be planted due to the time of the year, all disturbed areas will be seeded with a native mix appropriate for the impacted area, and vegetation will be planted in the fall. A native seed mix may contain non-invasive small grain annuals (e.g. millet and rye grain) to ensure adequate cover while native vegetation becomes established. The PCN must include a restoration plan showing how all temporary fills and structures will be removed and how the area will be restored to pre- project conditions. k. All activities authorized by this RGP shall, to the extent practicable, be conducted "in the dry", with barriers installed between work areas and aquatic habitat to protect that habitat from sediment, concrete, and other pollutants. Where concrete is utilized, measures will be taken to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with waters of the U.S. until the concrete has cured/hardened. All water in the work area that has been in contact with concrete shall only be returned to waters of the U.S. when it no longer poses a threat to aquatic organisms (concrete is set and cured). 1. In cases where new alignment approaches are to be constructed and the existing approach fill in waters of the U.S. is to be abandoned and no longer maintained as a roadway, the 4 abandoned fill shall be removed and the area will be restored to preexisting wetland/stream conditions and elevations, to include restoring natural hydrology and stream corridors, and reestablishing native vegetation/riparian corridors, to the extent practicable. This activity may qualify as compensatory mitigation credit for the project and will be assessed on a case-by-case basis in accordance with Special Conditions "q" and "r" below. A restoration plan detailing this activity will be required with the submittal of the PCN. m. To the maximum extent practicable, the pre-construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization and storm water management activities, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows. The activity may alter the pre-construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). n. The project must be implemented and/or conducted so that all reasonable and practicable measures to ensure that equipment, structures, fill pads, and work associated with the project do not adversely affect upstream and/or downstream reaches. Adverse effects include, but are not limited to, channel instability, flooding, and/or shoreline/streambank erosion. During construction, the permittee shall routinely monitor for these effects, cease all work if/when detected, take initial corrective measures to correct actively eroding areas, and notify the Corps immediately. Pe1manent corrective measures may require additional authorization from the Corps. o. All PCNs will describe sedimentation and erosion control structures and measures proposed for placement in waters of the U.S. To the extent practicable, structures and measures should be depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams. In addition, appropriate soil and erosion control measures must be established and maintained during construction. All fills, temporary and permanent, must be adequately stabilized at the earliest practicable date to prevent erosion of fill material into adjacent waters or wetlands. p. Before discharging dredged or fill material into waters of the U.S. in the twenty-five (25) mountain counties ofNorth Carolina, the applicant will submit a PCN to the NCWRC and the Corps concurrently. The PCN shall summarize altematives to conducting work in mountain trout waters considered during the planning process, detail why altematives were or were not selected, and contain a compensatory mitigation plan for all unavoidable adverse impacts to mountain trout waters. For proposals where a bridge is replaced with a culvert, the PCN must also include details of any on-site evaluations that were conducted to determine that installation of a culvert will not adversely affect passage of fish or other aquatic biota at the project site. This information must include factors such as the proposed slope of the culvert and determinations of how the slope will be expected to allow or impede passage, the necessity of baffles and/or sills to ensure passage, design considerations to ensure that expected baseflow will be maintained for passage and that post-construction velocities will not prevent passage, site conditions that will or will not allow proper burial ofthe culve1i, existing structures (e.g., perched culvelis, waterfalls, etc.) and/or stream pattems up and downstream of the culvert site that could affect passage and bank stability, and any other considerations regarding passage. The level of detail for this information should be based on site conditions (i.e., culverts on a slope over 3% will most likely 5 require more information than culverts on a slope that is less than 1%, etc.). Also, in order to evaluate potential impacts, describe bedforms that will be impacted by the proposed culvert- e.g., pools, glides, riffles, etc. The NCWRC will respond both to the proponent and directly to the Corps. The twenty-five (25) designated trout counties ofNorth Carolina include Alleghany, Caldwell, Watauga, Ashe, Mitchell, Wilkes, A very, Burke, Stokes, Suny, Buncombe, Henderson, Polk, Cherokee, Jackson, Rutherford, Clay, Macon, Swain, Graham, Madison, Transylvania, Haywood, McDowell, and Yancey. The applicant may contact NCWRC at: North Carolina Wildlife Resources Commission Ms. Marla Chambers Western NCDOT Permit Coordinator 206 Charter Street Albemarle, NC 28001 Office: 704-982-9181 q. Compensatory mitigation will be required for permanent impacts resulting in a loss of waters of the U.S., including wetlands, from culverts/pipes and associated fill. Mitigation will also be required for stream relocation projects. The applicant will attach a proposed mitigation plan to the PCN. Mitigation proposals will be in accordance with cunently approved Wilmington District and/or Corps-wide mitigation regulations and guidance. The Corps Project Manager will make the fmal determination concerning the appropriate amount and type of mitigation. r. Stream relocation(s) associated with projects may be authorized under this RGP. As stated above, mitigation will be required for all relocation projects. If the stream relocation is conducted in accordance with the requirements stated below in 1-5, the relocated segment of stream may* be considered toward reducing the amount of compensatory mitigation required. A relocation plan must be submitted with the PCN that addresses all factors required within the cunent Wilmington District, Corps of Engineers Stream Mitigation Guidelines, which can include, but may not be limited to: (1) The relocated stream has pattern, profile, and dimension based on natural channel design. If natural channel design construction is not possible due to site constraints, the relocated stream must have pattern, profile, and dimension similar to, or better than, the existing stream. Note that site constraints do not include those situations where NCDOT chooses not to acquire additional adjacent property that is available for purchase. (2) The new stream meets the cunent buffer requirements as stated in cunent District stream mitigation guidance. If the required buffer widths cannot be obtained, a project- by-project decision will be completed to determine if additional compensatory mitigation is required. (3) The new location allows the relocated stream to remain stable (e.g., in a 6 valley vs. on a slope, no bends that will impact stability, etc.). ( 4) There is no loss of channel for any reason (e.g., old channel is 200' and new channel is 150' =50' channel loss; part of the new channel is put in a culvert; the new channel (sides and bottom) is hardened with concrete, rip rap, etc.). ( 5) The Corps will determine if monitoring and reporting will be required for a specific project and the parameters of any required monitoring and reporting. If monitoring is required, a monitoring plan must be included with the PCN and meet current requirements. All relocation plans must clearly depict both the existing channel and the proposed (relocated) channel. *Conducting stream relocation(s) in accordance with 1-5 above may not fully compensate for the impact and may require additional compensatory mitigation. The Corps Project Manager will determine ifthe proposed amount of mitigation is adequate on a project-by-project basis. If stream relocation cannot be conducted in accordance with 1-5 above, mitigation at a 2:1 ratio will typically be required unless: ( 1) the applicant provides a Stream Quality Assessment Worksheet or NCSAM documentation (when available) that supports a different mitigation ratio; (2) the Corps Project Manager determines that the relocated stream, while not in full compliance with 1-5 above, warrants partial mitigation, or; (3) the Corps determines that the existing stream is an excellent quality stream, in which case a 3: 1 mitigation ratio may be required. The Corps Project Manager will make the final determination concerning the appropriate amount and type of mitigation. If the Corps determines that the proposed stream relocation is of such a magnitude that it cannot be authorized by this RGP, an Individual Permit will be required. s. The applicant shall sign and return the compliance certificate that is attached to the RGP verification letter. t. In the event that any Federal agency maintains an objection or any required State authorization is outstanding, no notice to proceed will be given until objections are resolved and State authorizations are issued. u. The Corps may place additional special conditions, limitations, or restrictions on any verification of the use ofRGP 31 on a project-by-project basis. 2. General Conditions. a. Except as authorized by this RGP or any Corps approved modification to this RGP, no excavation, fill or mechanized land-clearing activities shall take place within waters or wetlands, at any time in the construction or maintenance of this project. This permit does not authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. 7 b. Authorization under this RGP does not obviate the need to obtain other federal, state, or local authorizations. c. All work authorized by this RGP must comply with the terms and conditions of the applicable CWA Section 401 Water Quality Certification for this RGP issued by the NCDWR. d. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). e. The activities authorized by this RGP must not interfere with the public's right to free navigation on all navigable waters of the U.S. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for a reason other than safety. f. The permittee understands and agrees that, if future operations by the U.S. require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the U.S. No claim shall be made against the U.S. on account of any such removal or alteration. g. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the U.S. and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the affected water of the U.S. to its former conditions. h. The permittee will allow the Wilmington District Engineer or his representative to inspect the authorized activity at any time deemed necessary to assure that the activity is being performed or maintained in strict accordance with the Special and General Conditions of this permit. i. This RGP does not grant any property rights or exclusive privileges. j. This permit does not authorize any injury to the property or rights of others. k. This RGP does not authorize the interference with any existing or proposed federal project. 1. In issuing this permit, the Federal Government does not assume any liability for the following: (1) Damages to the permitted project or uses thereof as a result of other permitted 8 or unpermitted activities or from natural causes. (2) Damages to the permitted project or uses thereof as a result of cun·ent or future activities undertaken by or on behalf of the U.S. in the public interest. (3) Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. ( 4) Design or construction deficiencies associated with the permitted work. ( 5) Damage claims associated with any future modification, suspension, or revocation of this permit. m. Authorization provided by this RGP may be modified, suspended or revoked in whole or in part if the Wilmington District Engineer, acting for the Secretary of the Army, determines that such action is in the best public interest. The term of this RGP shall be five (5) years unless subject to modification, suspension or revocation. Any modification, suspension or revocation of this authorization will not be the basis for any claim for damages against the U.S. Government. n. This RGP does not authorize any activity, which the District Engineer determines, after any necessary investigations, will adversely affect: (1) Rivers named in Section 3 of the Wild and Scenic Rivers Act (15 U.S.C. 1273), those proposed for inclusion as provided by Sections 4 and 5 of the Act, and wild, scenic and recreational rivers established by state and local entities. (2) Sites included in or determined eligible for listing in the National Registry of Natural Landmarks. (3) NOAA designated marine sanctuaries, National Estuarine Research Reserves, and coral reefs. ( 4) Submerged Aquatic Vegetation (SA V) as defined by the N.C. Division of Marine Fisheries at 15A NCAC 03I .0101(4)(i)). o. Endangered Species. (1) No activity is authorized under this RGP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under this RGP which "may affect" a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (2) Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal permittees (and when FHWA is the lead federal agency) must provide the district engineer with the appropriate documentation to demonstrate compliance with 9 those requirements. The district engineer will review the documentation and determine whether it is sufficient to address ESA compliance for the RGP activity, or whether additional ESA consultation is necessary. (3) Non-federal permittees must submit a PCN to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements ofthe ESA have been satisfied and that the activity is authorized. For activities that might affect federally-listed endangered or threatened species or designated critical habitat, the PCN must include the name( s) of the endangered or threatened species that might be affected by the proposed work or that utilize the designated critical habitat that might be affected by the proposed work. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non-federal applicant ofthe Corps' determination within 45 days of receipt of a complete PCN notification. fu cases where the non- federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activities will have "no effect" on listed species or critical habitat, or until Section 7 consultation has been completed. If the non-federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (4) As a result of formal or informal consultation with the U.S. Fish and Wildlife Service (USFWS) or NMFS, the district engineer may add species-specific endangered species conditions to the RGP. (5) Authorization of an activity by a RGP does not authorize the "take" of a threatened or endangered species as defined under th~ ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, the ESA prohibits any person subject to the jurisdiction of the U.S. to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (6) fuformation on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the USFWS and NMFS or their world wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www .noaa. gov /fisheries.html respective! y. p. The permittee is responsible for obtaining any "take" permits required under the USFWS 's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle Protection Act. The permittee should contact the appropriate local office of the USFWS to determine if such "take" permits are required for a particular activity. q. For proposed activities the sixteen counties listed below, applicants must provide a 10 copy of the PCN to the USFWS, 160 Zillicoa Street, Asheville, North Carolina 28801. This PCN must be sent concurrently to the USFWS and the Corps Project Manager for that specific county. Counties with tributaries that drain to designated critical habitat that require notification to the Asheville USFWS: Avery, Cherokee, Forsyth, Graham, Haywood, Henderson, Jackson, Macon Mecklenburg, Mitchell, Stokes, Surry, Swain, Transylvania, Union and Yancey. Applicants may contact the appropriate USFWS office listed below or the US Army Corps of Engineers: US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 258-3939 Asheville USFWS Office counties: All counties west of and including Anson, Stanly, Davidson, Forsyth and Stokes Counties. US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 Raleigh USFWS Office counties: all counties east of and including Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties. r. Permittees are advised that development activities in or near a floodway may be subject to the National Flood Insurance Program that prohibits any development, including fill, within a floodway that results in any increase in base flood elevations. This RGP does not authorize any activity prohibited by the National Flood Insurance Program. s. The permittee must make every reasonable effort to perform the work authorized herein in a manner so as to minimize any adverse impact on fish, wildlife and natural environmental values. t. All activities authorized by this RGP that involve the use of riprap material for bank stabilization, the following measures shall be applied: (1) Filter cloth must be placed underneath the riprap as an additional requirement of its use inN orth Carolina waters. (2) The placement of riprap shall be limited to the areas depicted on submitted work plan drawings and not be placed in a manner that prevents or impedes fish passage. (3) The riprap material shall be clean and free from loose dirt or any pollutant 11 except in trace quantities that will not have an adverse environmental effect. ( 4) It shall be of a size sufficient to prevent its movement from the authorized alignment by natural forces under normal conditions. (5) The riprap material shall consist of clean rock or masonry material such as, but not limited to, granite, marl, or broken concrete. ( 6) A waiver from the specifications in this general condition may be requested in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying with this condition will result in greater adverse impacts to the aquatic environment. u. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office at (910) 772-2191. v. The permittee must maintain any structure or work authorized by this permit in good condition and in conformance with the terms and conditions of this permit. The Permittee is not relieved of this requirement if the Permittee abandons the structure or work. Transfer in fee simple of the work authorized by this permit will automatically transfer this permit to the property's new owner, with all ofthe rights and responsibilities enumerated herein. The permittee must inform any subsequent owner of all activities undertaken under the authority of this permit and provide the subsequent owner with a copy of the terms and conditions of this permit. w. At his sole discretion, any time during the processing cycle, the Wilmington District Engineer may determine that this RGP will not be applicable to a specific proposal. ill such case, the procedures for processing an individual permit in accordance with 33 CFR 325 will be available. x. The activity must comply with applicable FEMA approved state or local floodplain management requirements. y. All fill material placed in waters or wetlands shall be generated from an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic materials (including debris from land clearing activities), or unsightly debris will not be used. z. All excavated material will be disposed of in approved upland disposal areas. aa. Historic Properties. (1) ill cases where the district engineer determines that the activity may affect properties listed, or eligible for listing, in the National Register of Historic Places (NRHP), the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHP A) have been satisfied. 12 (2) Federal permittees (or when FHWA is the lead federal agency) should follow their own procedures for complying with the requirements of Section 106 of the NHP A. Federal permittees must provide the district engineer with the appropriate documentation to demqnstrate compliance with those requirements. The district engineer will review the documentation and determine whether it is sufficient to address Section 1 06 compliance for this RGP activity, or whether additional Section 106 consultation is necessary. (3) Non-federal permittees must submit a PCN to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the NRHP, including previously unidentified properties. For such activities, the PCN must state which historic propetiies may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic propetiies. Assistance regarding information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer (SHPO) or Tribal Historic Preservation Officer (THPO), as appropriate, and the NRHP (see 33 CPR 330.4(g)). When reviewing PCNs, district engineers will comply with the cunent procedures for addressing the requirements of Section 106 of the NHP A. The district engineer shall make a reasonable and good faith effmi to cany out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted and these efforts, the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic propetiies. Where the non-federal applicant has identified historic propetiies on which the activity may have the potential to cause effects and so notified the Corps, the non-federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 1 06 of the NHP A has been completed. ( 4) The district engineer will notify the prospective permittee within 45 days of receipt of a complete PCN whether NHP A Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties (see 36 CPR §800.3(a)). IfNHPA Section 106 consultation is required and will occur, the district engineer will notify the non-federal applicant that he or she cannot begin work until Section 106 consultation is completed. If the non-federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (5) Prospective permittees should be aware that Section 110k ofthe NHPA (16 U.S.C. 470h-2(k)) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of Section 106 of the NHP A, has intentionally significantly adversely affected a historic property to which the permit will relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the 13 undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. bb. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the NRHP. cc. There will be no umeasonable interference with navigation or the right of the public to riparian access by the existence or use of activities authorized by this RGP. dd. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. · ee. This RGP will not be applicable to proposed construction when the Wilmington District Engineer determines that the proposed activity will significantly affect the quality of the human environment and determines that an EIS must be prepared. ff. Activities which have commenced (i.e. are under construction) or are under contract to commence in reliance upon this general permit will remain authorized provided the activity is completed within twelve months of the date of the general permit's expiration, modification, or revocation. Activities completed under the authorization of this general permit which were in effect at the time the activity was completed continue to be authorized by the general permit. BY AUTHORITY OF THE SECRETARY OF THE ARMY: 7i!r Kevin P. nders Sr. Colonel, . S. Army District Commander 14 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 53 PERMIT DRAWING P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_tsh.dgnFBrooks1/21/2019SITE 1A SITE 1BSITE 1 SITE 2 SITE 3 SITE 3A SITE 4 SITE 4A SITE 4B SITE 5 SITE 6 SITE 6A SITE 7 SITE 8 SITE 9 SITE 8A SITE 8B SITE 10 SITE 10A SITE 10B SITE 11 SITE 11A SITE 11B SITE 12 SITE 13 SITE 13A SITE 14 SITE 14B SITE 14A SITE 15 SITE 16 SITE 17-Y9RPA- TS Sta. 17+93.38-Y9RPA- SC Sta. 19+53.38-Y9 RP A- PT Sta. 25+55.09 -Y9R PC- SC Sta. 12+80.00 -Y9RPC- CS Sta. 18+22.20-Y9RPC- SRS Sta. 21+02.20-Y9 RPC- SC Sta. 22+62.20 -Y9 RPC- PT Sta. 24+74.93 -SR6- PC Sta. 12+89.37 -SR6- PT Sta. 22+63.61-Y7- PC Sta. 29+96.00-Y7- PT Sta. 38+18.59-Y7- POT Sta. 40+11.59-Y7RPA- TS Sta. 11+38.52-Y7RPA- SC Sta. 14+26.52-Y7RPA- CS Sta. 18+13.90-Y7R PA- SRS Sta. 21+01.90-Y7RPA- ST Sta. 26+67.03 -Y7LP A- ST Sta. 18+91.85 -Y7 LP A- CS Sta. 16+83.85-Y7LPA- SC Sta. 12+08.00 -Y7LPC- SC Sta. 12+24.00 -Y7LP C- CS Sta . 17 +56.35 -Y7L PC- ST Sta. 19+80.35 -SR4- PC Sta. 11+26.83 -SR4- PT Sta. 13+16.95 -SR4- PT Sta. 17+80.69 -SR4- POT Sta. 18+19.26 -SR5- PT Sta. 12+12.10 -SR5- PC Sta. 13+78.54 -SR5- PT Sta. 15+44.92 -SR5- POT Sta. 16+09.13 -SR7- POT Sta. 10+00.00-SR7- PC Sta. 13+11.24-SR7- PT Sta. 19+30.70 -SR7- PC Sta. 22+18.97 -SR7- PT Sta. 25+33.17-SR7- PC Sta. 28+28.81-SR7- PT Sta. 34+91.35 -Y9- PT Sta. 19+60.87 -Y9- POT Sta. 31+46.44040140202503025 00 0201 025 000102025 02503 04 05 06 0102 0304 0506 05 04 03 02 01 00 05 04 03 02 01 00 01 02 03 0401 02 03 0403 02503 0201 0001 02025 060604 04 0250250201000102030405 04 05 04 0302504 04 05 06 07 07 06 05 04 0302 0100010203 04 05 025 -Y7- PC Sta. 09+99.96 -Y7- PRC Sta. 15+01.75-Y7- PT Sta. 17+05.430080250302010001 01 00 0102030250100010202502030250100010202502030250110250201 014025 -Y9RPD- SC Sta. 12+00.0005 04 03 025 0504 03025 02503 04 05 06 07 08 080706050403020100 0102 02 01 00 01 02 03 04 05 06 07 08 08 07 06 05 04 03 02 0100 01 02 03 04 0506 0708 08 07 0605 04 03025 -Y9RPB- ST Sta. 22+13.99-Y9RPB- CS Sta. 20+53.99-Y9RPB- SC Sta. 18+26.04 -Y9RPB- TS Sta. 16+66.04 04 05 07 06 05 04 03 025 08 07 06 05 04 03 02 01 00 01 08 -L- POT Sta. 09+99.84-L- TS Sta. 19+49.84-L- SC Sta. 22+49.84-L- CS Sta. 48+89.09 -L- ST Sta. 50+39.09 -L- TS Sta. 56+96.35 -L- SC Sta. 58+96.35 -L- CS Sta. 97+79.68-L- ST Sta. 99+79.68-L- TS Sta. 175+70.05-L- SC Sta. 178+70.05-L- CS Sta. 191+55.84-L- SRS Sta. 194+55.84-L- SC Sta. 196+55.84-L- POT Sta. 28 3+91.75 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 130+00 135+00 140+00 145+00 150+00 155+00160+00165+00 170+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 265+00 270+00 275+00 280+00 15+00 20+00 25+00 30+00 35+00 40+00 15+00 15 +00 20+0015+00 25+00 15+00 20+00 25+00 30+00 35+00 40+00 15+0015+00 15+00 20+00 25+00 15+00 20+00 20+00 25+00 30+00 15+00 20+00 25+00 15+00 20+00 25+00 15+00 20+00 25+00 15+00 20+0025+00 30+00 35+00 0250304 01020304 04 04 03 02 01 00 03 025 01 02 025 025 03 03 02 01 00 02 025 01 03 0304 05 06 0405 06 06 06050403 0504030201025 15+00-SR8- POT Sta. 15+03.53-SR9- POT Sta. 10+00.00 -SR9- PC Sta. 11+51.85 -SR9- PT Sta. 12+21.96 -L- CS Sta. 228+98.35 -L- ST Sta. 230+98.35 -SR4- PC Sta. 17+47.58 -Y9RPD- POT Sta. 24+83.92 -Y9RPC- POT Sta. 25+81.78 -Y9- POT Sta. 22+50.00 = -SR6- POT Sta. 10+00.00 -Y9- POT Sta. 27+61.00 = -SR8- POT Sta. 10+00.00-SR7- POC Sta. 16+15.00=04-L- CS Sta. 33+40.23 -L- SC Sta. 34+90.23 40+00 45+00 50+00 55+00 60+00 65+00 70+00 -Y4- PT Sta. 13+39.43 -Y4- PC Sta. 10+00.00 -SR1- PT Sta. 46+38.95 -SR1- PC Sta. 58+24.95 -S R1- P C Sta. 64+74.63 -SR1- PT Sta. 71+04.33 025 025 025 02502 01 00 01 02 03 04 02025 02503 04 04 03 02 01 0000 0250403 TYPE B-77 TYPE B-77 TYPE B-77 013025 025 025 025030201000102 04 025018 02025 025 03 04 04 03 025 02 01 00 01 02025 -Y7RPA- CS Sta. 24+59.03 -Y7RPA- SC Sta. 23+09.90 04 012 01 00 0102 03 04 00 04 00 5007 01 02025 0201 025 03 04 0403 02502 01 00 0102 025 04 0302502 01 00 01 02025 02502 01 00 01 02 04 03 025 04 03 02 0100 01 02 027009010304 020304 01202 0403 00901 00 01 02 045007 01 0202503 02 01 025 04 00 01 02 00 0102 025 03 040250202010001 04 0302502 01 00 01 02 0303303025 0040180102020304 TYPE-III TYPE-IIITYPE-III CAT-1CAT-1TYPE B-77 TYPE B-77TYPE B-77TYPE B-77 TYPE B-77 0100 0102030405 02 5 TYPE B-77 CAT-10405 TYPE B-77 TYPE B-77 TYPE B-77 CAT-1 008 00 01 02 025 CAT-1 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 24’ 36’46 ’24’46’36’24’ 46’ 24’24’46’24’24’46’24’24’46’24’24’46’24’ 24’46’24’24’46’24’24’ 46’ 24’24’46’24’24’46’24’24’46’24’24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 36’46’24’ 24 ’46’24’ 24 ’46’36’ 24 ’46’24’ 24 ’46’24’24’46’24’24’ 46’ 24’24’46’24’46’ 24’24’ 46’ 24’ 36’ 36’ 36’ 46’36’46’36’36’ 46’ 36’24’46’24’24’ 30’ 24’24’30’24’24’30’24’24’30’24’36’30’24’36’30’24’24’30’24’24’30’24’24’30’24’24’30’24’24’30’24’24’30’24’24’30’24’10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S.8:1 8:1 8:1 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 12’ P.S. 12’ P.S. 13.79’ P.S. 13.79’ P.S. 12’ P.S. 12’ P.S. 13.79’ P.S. 13.79’ P.S. 4’ P.S. 4’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 4’ P.S. 13.79’ P.S.13.79’ P.S. 4’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S.13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S.13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S.13.79’ P.S. 10’ P.S. -L- STA. 19+00.00BEGIN TIP PROJECT W-5600 -L- STA. 281+85.00END TIP PROJECT W-5600 -SR7- STA. 74+60.00END CONSTRUCTION -SR9- STA. 10+50.00BEGIN CONSTRUCTION -SR7- POC Sta. 29+60.00-SR9- POT Sta. 12+99.21=-SR8- STA. 12+30.00END CONSTRUCTION-SR7- STA. 12+00.00BEGIN CONSTRUCTION -SR6- STA. 38+00.00END CONSTRUCTION -Y9- STA. 28+00.00 END CONSTRUCTION -Y7- STA. 14 +20.00 BEGIN CONSTRUCTION -Y7 - ST A. 39+00.00END CONSTRUCTION-SR1- STA. 67+00.00 END CONSTRUCTION -Y4- STA. 10+75.00 BEGIN CONSTRUCTION -SR2- STA. 16+80.00BEGIN CONSTRUCTION -SR1- STA. 10+00.00BEGIN CONSTRUCTION (TYP.)50’ INC+99.84 (TYP.)50’ INC NAD 83/ NA 2011 20’ R 20’ R 24’24’24’24’ 24’ 24’ FROM EXIST.50’ TAPER 24’ 30’ R -L- POT Sta. 155+60.00, 47’ RT.-Y7LP C- TS Sta . 10+00.00=-L- POT Sta. 158+00 .00 , 47’ LT. -Y7LP A- TS Sta. 10+00 .00 =12’-L- POT Sta. 173+00.00, 47’ LT.-Y7RPA- POT Sta. 10+00.00=300’ TAPER 300’ TAPER +00.00 +50.00 +50.00+10.00 REPAT NAIDEM ’065 ’03 OT ’64 MORF NAIDEM NOITISNART LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER -L- POT Sta. 233+00.00, 39’ LT.-Y9RPA- POT Sta. 10+00.00=-L- STA. 236+00.00 END 300’ TAPER -L- STA. 176+00.00 END 300’ TAPER 300’ TAPER +00.00 CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIERCONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER 24’ 30’ R 24’24’24’24’24’24’18’4’ P.S.G&C "6-’230’ R 70’ R 50’ R 50’ R 24’100’ TAPER TO EXIST.24’40’+50.00+50.0024’12’36’12’100’ RT. TURN BAY TAPER 100’ LT. TURN BAY TAPER +80+20100’ LT. TURN BAY TAPER+4024’12’12’30 ’ R30’ R 70’ R 30’ R 30 ’ R24’12’24’’42 OT ’04 REPAT LACIRTEMMYS ’004+70’04 OT ’42 REPAT LACIRTEMMYS ’004 24’ 100’ TAPER FROM EXIST.20’18’4’ P.S.G&C "6-’2-Y7 LPA- Sta.12+08.00 BEG IN 2’-6" C&G16 ’4’ P.S. 4’ P.S.16’4’ P.S. 4’ P.S.30’ 24’REPAT ’01.70124’ 16’REPAT ’001-SR5- STA. 15+75.00 EN D CONSTRUCTI ON16’4’ P.S.4’ P.S. 16’ 4’ P.S.12’ P.S.16’4’ P.S. 4’ P.S.16’12’ P.S. 4’ P.S. 16’12’ P.S. 4’ P.S. 16’12’ P.S.4’ P.S. 16’ 4’ P.S. 4’ P.S.16’4’ P.S. 4’ P.S. 24’ 24’24’24’24’24’ 24’ 24’TO EXIST.50’ TAPER24’24’24’ 24’ 24’ 24’EXIST.FROM50’ TAPER10’ R 10’ R30’ R 30’ R 10’ R10’ R 35’ R35’ R 30’ R 30’ R TO EXIST.50’ TAPER 02 02500011 01001 027 022 025 100’ TAPER FROM EXIST. +51.45 025 02524’ (TYP.)27’ INC +98.95 (TYP.)27’ INC+14.88 +55.43(TYP.) 24’ INC +11.00(TYP.)24’ INC +12.40 +93.50 025 025025 025025 025025 025025 025+34.58(TYP.)24’ INC +88.00(TYP.)20’ INC+53.50 +52.50 (TYP.)INC 20’+90.29 025 025 025 -SR4- STA. 18+00.00 END CONSTRUCTIO N03 02 01 01 02 03 +45.00(TYP.)20’ INC(TYP .)INC20 .81’(TYP.)INC20’+03.00 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 06 06 04 04 04 04 04 04 04 04 04 04 04 04 025025 025025 025 025 025025 025025 025025 025 025 +47.33 (TYP.)24’ INC(TYP.)24’ INC+21.37 (TYP.)24’ INC +31.61025 025025 025 -L- POT Sta. 233+00.00, 39’ RT.-Y9RPD- ST Sta. 10+00.00= 600’ FULL LANE +37.59+37.91 (TYP.)INC20’+04.03(TYP.)20’ INC+45.64 (TYP.)20’ INC +41.01 +20.00 (TYP.)INC20’+80.00 (TYP.)20’ INC+77.00 025025(TYP.)INC20’+58.65 (TYP.)20’ INC +20.32 100’ TAPER TO EXIST. 015022022025025+71.50025025 +40.00-Y7LPC- Sta.12+90.83 BEGIN 2’-6" C&G CAT-1 8:1 8:1 8:1 8:1CAT-1 CAT-1 8:1 8:1 24’ -L- -L- -SR2- -SR1- -SR1- -SR1- -SR1- -Y4- -SR3--SR3- -SR4--SR5--SR6--SR6- -SR6- -SR7- -SR7- -SR8- -SR7--SR9--SR7- -SR7- -L- -L- -L- -L- -L- -Y9RPA- -Y9RPD- -Y9RPD- -Y9RPA- -Y9RPC- -L- -Y9- -L- -Y9RPB- -Y9RPC- -L- -L- -L- -Y7RPA-20+00-Y7RPA--Y7LPA--Y7LPA--L--L--Y7LP C--Y7LPC--Y7- -Y7- -L--L--L--L- -L- -L- -L- -L- -L- 25’ 300’ TAPER +30.0036’24’23’23’03 03 04 04 04 04 -SR1- PT Sta. 62+50.88 -SR1- POT Sta. 63+10.00-Y4- POT Sta. 14+35.28=040404 04 TO EXIST.50’ TAPER 8:1 8:1 CAT-1 04 04 -SR1- -Y5- POT Sta. 10+00.00 -Y5- POT Sta. 19+80.00 -Y5- -Y5- -Y5- STA. 12+30.00BEGIN CONSTRUCTION 300’ TAPER+00300’ TAPER+00 24’ +42.59(TYP.)24’ INC+00.00(TYP.) 24’ INC (TYP.) 24’ INC (TYP.) 24’ INC +53.75 -Y7RPA-1,7002,400 27,80041,6003,300 5,10027 ,20040,50020202040SR 1501-Y7-SR 1501-Y7-ABCD60 01,500 2,400US70-L-US7 0-L-1,000 40 050010 0200-Y7 - POC Sta. 31+96 .00 -Y7R PC- POT Sta . 31+77.21=-Y7- POC Sta . 35 +65.00-SR3- POT Sta. 64 +30.79=-Y7- POC Sta. 31+83.00-SR5- POT Sta . 10+00.00=-SR5- PC Sta. 11+05.00-Y7- POC Sta. 31+70.00-Y7LP C- POT Sta. 21+27.96 =-Y7- P OT Sta. 22+94.00 -Y7RP A- POT Sta. 28+84.03=-Y7 - POT Sta. 23+20.00-Y7LP A- POT Sta. 21+08 .55 =-Y7- POT Sta. 20+25.00-SR4- POT Sta. 10+00.00=AC600’ FULL LANE36’36’300’ TAPER300’ TAPER600’ FULL LANE+60 .00 450’ FULL LANE 450’ FULL LANE 450’ FULL LANE 450’ FULL LANE A C D -Y9-+70.00(TYP.)30’ INC TO EXIST. 50’ TAPER+50.00+00.00 350’ TAPER LT & RT -Y9RPD- ST Sta. 23+20.23100’ BAY TAPER 150’ FULL LANE +00.00 24’ 26’38’ 52’ 24’24’ 24’ 12’ P.S.16 ’4’ P.S. 0424’-SR8- PC Sta. 10+27.11 36’16’ 4’ P.S. 600’ FULL LANE -SR8- -SR7- PRC Sta. 30+47.67 04304 15+00 20+00 25+00 30+00-Y7R PC- SC Sta. 24+52.98-Y7RPC- PT Sta. 29+35.85 -L- STA. 134+00.00 BEGIN 300’ TAPER 080706050403025 -L- POT Sta. 137+00.00, 47’ RT.-Y7RPC- POT Sta. 10+00.00 =12’-Y7RPC- 0001 0203040506 0708 0102 03 04 05 06 0716’4’ P.S. 4’ P.S.16’4’ P.S.4’ P.S.-Y7RPC-010001020304050607 45+00 50+00 55+00 60+00-SR3- PC Sta. 44+02.58-SR3- PT Sta. 52+90.97-SR3- PC Sta. 58+90.97-SR3- PT Sta. 61+80.79-Y7RPC- TS Sta. 13+00.00 -Y7RPC- SC Sta. 15+88.00 -Y7RPC- CS Sta. 19+68.98-Y7RPC- SRS Sta. 22+56.98 04 03 025 02 010001 0202524’(TYP.) 24’ INC+58.97 025 24’-SR3- 025 025 03 04 020100 01 02 24’ 025 +17 .64(TYP.)INC20’ -SR3- 04 03025(TYP.)INC20’+54.12 30’ R04 0302 0100 (TYP.)27’ INC +14.9624’04 02 0301000102 03 00 010203 0404 03 025 +43.81(TYP.)27’ INC (TYP.)27’ INC +48.8524’ 02 500010200 0203 01 03025 -SR1- 8:1 8:1 (TYP.)27’ INC+20.91 15+00 20+00 25+00 30+00 35+00 -SR1- PC Sta. 10+00.00-SR1- PRC Sta. 17+15.63-SR1- PRC Sta. 23+24.82-SR1- PCC Sta. 25+84.86-SR1- PCC Sta. 31+44.83-SR1- PRC Sta. 33+66.918:1 8:1 8:1 8:1 8:1 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 -SR2- POT Sta. 10+00.00 -SR2- PC Sta. 19+34.00 -SR2- PRC Sta. 23+64.71 -SR2- PT Sta. 40+36.97 -SR2- PC Sta. 52+18.63 -SR2- PT Sta. 57+45.31 -SR2- PC Sta. 61+19.38 -SR2- PCC Sta. 65+45.02 8:1 8:1 8’ P.S. 8’ P.S. 8’ P.S. 8’ P.S.83’-5"83’-5"83’-5"8’ P.S. 8’ P.S.83’-5"8’ P.S. 8:1 8:1 8:1 8:1 03 02 01 00 01 025 (TYP.)27’ INC02025 +83.71 03 02 01 00 00 (TYP.)27’ INC 01 02 025 0100(TYP.)27’ INC +81.970102 02502524’24’025 02025 24’ 025 24’025 24’02524’ 24’24’0303 24’0303 24’24’0403 +67.6624’+34.020403 (TYP.)INC 20’ -SR2- -SR2- -SR2- -SR2- -SR2- -SR2-+67.6630+00 -SR6- PC Sta. 29+37.65 -SR6- P RC Sta. 31+65.5902502010250001020250001020001 02 03 0302 (TYP.)24’ INC(TYP.)24’ INC+37.59 (TYP.) 24’ INC +11.16(TYP.)24’ INC+49.65EXIST.FROM 50’ TAPER 010390204 0403(TYP.)INC 20’ 02 02 0100 02 03 04 01 30’ R015012 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 35’35’ 20’ 20’ R 20’ RTYPE-III GREU TL-3GREU TL-3CAT-1 -DR1- POT Sta. 10+00.00-SR2- POC Sta. 90+60.00= -DR1- PC Sta. 10+23.25 -DR1- POT Sta. 12+05.20-DR1- PT Sta. 10+73.24-SR2- PCC Sta. 90+41.00 21’21’ 025 008003 01 02 02 01 02 0102INC20’-Y7- POT Sta. 23+40.00-DR 2- POT Sta. 10+00.00=22’12’ -DR2- PC Sta. 12+20.62-DR2- PT Sta. 12+49.73-DR2- POT Sta. 12+70.00012 02 02012 012 01202 03 02 01 00 01 02 012 012 55’ R GREU TL-38:1 -Y9- PC Sta. 10+00.00 05040302502503040302502502515+00 -Y9RPB- POT Sta. 25+01.42 -Y9RPA- POT Sta. 26+55.71 -Y9- POC Sta. 19+40.00 = -Y9- STA. 14+90.00 BEGIN CONSTRUCTION 30’ R 30’ R 20’ R 12’ R 50’ R 5’ R B -Y9- +00.00 200’ TAPER LT & RT18’ 38’26’ 18’ +00.00 100’ BAY TAPER 24’ 100’ BAY TAPER 141.88’ FULL LANE+40.00EXIST.FROM 50’ TAPER (TYP.) 30’ INC 02 0301005 +41.88 60’ R 01702025 4’ P.S. 16’-Y9RPB- 4’ P.S. GREU TL-3 CAT-1 CAT-1 +61.00 -L- POC Sta. 202+00.00, 47’ LT. -Y9RPB- POT Sta. 10+00.00= -L- POC Sta. 202+00.00, 47’ RT. -Y9RPC- CS Sta. 10+00.00=-SR8- PT Sta. 12+22.75-Y9RPD- CS Sta. 21+20.23 -Y16- PC Sta.11+46.92 -Y16- PT Sta.12+75.26 -Y16- POT Sta.10+00.00 -L- POT Sta. 277+37.21= 025 02 01 02 01 00 03 0201000102 025-SR3-24’ -Y5- POT Sta. 16+60.70-SR3- POT Sta. 9+78.80=-SR2- POT Sta. 97+69.34=95-SR2- PT Sta. 92+60.69-SR2- PC Sta. 93+67.35-SR2- PT Sta. 95+82.9504 030201000102025025 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00-SR7- PC Sta. 39+62.57 -SR7- PT Sta. 41+39.78-SR7- PC Sta. 70+31.98-SR7- PT Sta. 73+46.99 -SR7- POT Sta. 75+23.24 00 03 03025020100 0102025025 0403(TYP.)20’ INC+69.24 0102025 025 025 04 (TYP.)20’ INC+69.2403 025 02 01 00 01 02 025 025 025 03303025 +78.40 -Y5- STA. 18+20.00END CONSTRUCTION 0120120100 01 02025 02025 012 015 35+00 40+00 45+00 -SR6- PT Sta . 34+35.16-SR6- PC Sta. 37+89 .49 -SR6- PT Sta. 40+66 .62-SR6- PC Sta . 47+66.62 -SR6- PT Sta. 49+23.70 -SR6- POT Sta. 49+83.70010001020250250250250250201000102025 025 02 0100 0102 025 025 DR16’ DRCONC12’ DRGR12’ TES TES GR DR 14’ PS4’PS4’ DR24’BST PS2’PS2’PS2’ PS2’ PS2’PS2’PS2’ PS2’ PS2’ BST DR27’ SEALED ABANDONED WELL PAVEDDR12’ GRDR12’GRDR12’ GRDR12’ 12’ GR. DR TESTES DRGR.14’ DRGR24’ DRGR12’ GR DR24’ DRGR12’DRPAVED 12’ DRPAVED12’DRGR12DRGR12’DRGR12’DRGR12’DRGR12’ DRGR12’DRGR12’ DRGR14’DR20’ DRGR12’ DRGR12’ DRPAVED12’ DRPAVED36’ GRDR12’ DRPAVED24’DR PAVED24’ DRPAVED24’ GR DR 24’ GR DR 24’ DRGR16’ 15+00 20+00 25+00 -WBL- POT Sta. 10+00.00 -WBL- PC Sta. 12+55.07 -WBL- -WBL- -WBL- -WBL- PT Sta. 27+70.51 0301402501 00 0102025 CRCR CR CR IN SIDE PROPOSE D AUE.NOTE: DO NOT DISTURB GRAVES & TO MBSTON ES IA-MASH, TL-3IA-MASH, TL-3PAINTED ISLANDBethesda Ch. Live Oak Ch. L572 Union Ch. Johnston Buffalo ReedyCreekLittle Poplar Reedy Swift Mid dle Creek Poplar CreekCreek CreekLittl ePoplar Creek Reedy Popl ar Creek Little Branch Creek NEUSERIVER NEUSE RIVER NEUSE N E U SE RI VERRIVER CSX Transportation CSXTransportationCSX Transportation Southern Rail way Southern Southern Rail way School Elementary West Smithfield Church Hopewell Elementary School Micro-Pine Level Church Yelverton Grove .22 1.17 95 1.71 Community School South Campus Elementary School South Smithfield AIG Center 1.151.10 .31 95 95 95 96 WendellRd.96 39 39 39 39 St.Pol- lockEighthEighth St.St.School Elementary Selma 96 96 96 96 96 School Middle Selma 96 96 39 .57 1.78 95 951.18 .24 39 Elementary Mills Wilson’s Rail way High School Smithfield Selma Middle School Smithfield Albert 39 96 39 96 Johnston County Airport 210 210 210 R64 Powhatan VICINITY MAP BEGIN PROJECT END PROJECT NEUSE RIVER N E USE RI V E R Pop. 1414 MILLS WILSON’S Pop. 6,394 SELMA Pop. 11,442 SMITHFIELD 1501 1913 70 70 70 95 95 70 BUS 70 BUS 70 BUS Southern Rail way 70 BUS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 1/21/20198:18:50 AMP:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_tsh.dgnCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAD T V = = = = = = % % MPH ADT ADT % * PROJECT LENGTHDESIGN DATA K Prepared in the Office of: ENGINEERING ETHERILL RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEER NCDOT CONTACT: 2040 55 Bus: 919.851.8077 Fax: 919.851.8107 License No. F-0377 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Prepared for:W-56002550 50 100 50 25 50 100 10 5 10 20 JOHNSTON COUNTY W-5600 DIVISION 4 DIVISION OF HIGHWAYS DIVISION PROJECT MANAGER RETAINING WALLS, & CULVERTS. GRADING, DRAINAGE, PAVING, STRUCTURES, TO WEST OF NEUSE RIVER. US 70 FROM EAST OF US 70 BUSINESS HISP-0070(163)50056.1.1 2020 30,700 45,400 8 14 * TTST = 8%DUAL = 6% FUNC. CLASS = INTERSTATE TOTAL LENGTH TIP PROJECT W-5600 LENGTH STRUCTURE TIP PROJECT W-5600 LENGTH ROADWAY TIP PROJECT W-5600 = 4.978 MILES = 0.019 MILES = 4.959 MILES Wilson NC, 27895 509 Ward Boulevard MATT CLARK, PE JONATHAN HEFNER, PE 4 5 6 78 9 10 11 12 13 14 16 15 17 18 19 21 22 23 24 25 20 TOWN LIMIT WILSON’S MILLS TO I-40 TO I-95 (US 70)-L- (US 70) -L- (US 70) -L- -L- STA. 19+00.00 BEGIN TIP PROJECT W-5600 -L- STA. 281+85.00 END TIP PROJECT W-5600 -Y7- STA. 14+20.00 BEGIN CONSTRUCTION -Y7- STA. 39+00.00 END CONSTRUCTION -Y9- STA. 14+90.00 BEGIN CONSTRUCTION -Y9- STA. 28+00.00 END CONSTRUCTION (SR1501 SWIFT CREEK RD.) -Y7- (SR1913 WILSON’S MILL RD.) -Y9- -L- STA. 217+82.76 END BRIDGE -L- STA. 216+80.96 BEGIN BRIDGE PE A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILSON’S MILLS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. -SR1- -SR1- -SR2- -SR2--SR2--SR3--SR 3--SR4--SR5--SR6- -SR7- -SR8--SR9--SR7- STRICKLAND RD.) -Y5- (SR 1907 MILLS RD.) (SR 1913 WILSON -Y4- BEGIN BRIDGE -Y7- STA. 26+00.00 -Y7- STA. 28+00.00 END BRIDGE RD.) (BEAR FARM SR 1914 (TURNAGE RD.) SR 1915 BOB A. MAY, PE 70 ROW PLANSROW SUBMITTAL 26 2018 STANDARD SPECIFICATIONS SEPTEMBER 17, 2019 50056.2.1 HISP-0070(163)ROW 50056.2.2 HISP-0070(163)UTIL. See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets AB C D A B C D MARCH 2, 2018 MARCH 2, 2018 N A 2011 N A D 83 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. 2D-1 ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 65+90 TO STA. 70+38 -SR2- RT. DETAIL M b=5.0 Ft. B=3.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Fill 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA. 162+50 TO STA. 162+90 -L- LT. DETAIL U B=8 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front 3: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA. 10+49 TO STA. 12+75 -SR8- LT. DETAIL AC B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 70+87 TO STA. 72+05 -SR2- RT. DETAIL N b=5.0 Ft. B=8.0 Ft. Min. D=2.5Ft. Ground Natural Slope Fill d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 18+00 TO STA. 18+50 -Y7RPA- RT. DETAIL AQ B=3.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner= Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile B 3:13:1D ( Not to Scale) STANDARD BASE DITCH STA. 72+56 -SR7- DETAIL AN B=8.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural DRAINAGE DETAILS (NOT TO SCALE) LATERAL BASE DITCH 3:13:1 b d D B ( Not to Scale) 1"/Ft. FROM STA. 29+94 TO STA. 31+16 -Y7- LT. DETAIL S b=5.0 Ft. B=8.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Std. No. 876.01 *When B is > 6.0’- Type of Liner=Class I Rip-Rap Ground Natural Slope Fill Geotextile 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA. 22+50 TO STA. 24+10 -SR7- LT. DETAIL AE B=3.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Ditch Front ( Not to Scale) SPECIAL CUT DITCH DETAIL G D Min. D=1.5 Ft. Slope Ditch Front(Se e X-Se cti ons) 3:1 or Flatter Shoulder Proposed FROM STA 66+50 TO 69+00 -L- RT FROM STA 54+00 TO 56+00 -L- RT 6:1 ( Not to Scale) SPECIAL CUT DITCH DETAIL AP D Min. D=1.5 Ft. Slope Ditch FrontShoulder Proposed (Se e X-Se ctio ns)4:1 or Flatter 6:1 FROM STA 246+50 TO 250+61 -L- RT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 4:1 or Flatter DETAIL AM B=4.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA 278+10 TO STA 279+96 -L- LT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 5:1 FROM STA 36+23 TO STA 40+00 -L- LT DETAIL K B=4.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or DETAIL L Shoulder Proposed Slope Ditch Front 3:1 or Flatter B=4.0 Ft. Min. D=1.5 Ft. FROM STA 256+50 TO STA 257+22 -L- RT FROM STA 40+00 TO STA 41+00 -L- LT D B ( Not to Scale) SPECIAL CUT BASE DITCH 5:1 DETAIL O Ground Natural Slope Ditch Front B=3.0 Ft. Min. D=2.5 Ft.3:1 or Flatt er FROM STA 101+00 TO STA 112+50 -L- RT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 5:1 FROM STA. 112+50 TO STA. 113+04 -L- RT. DETAIL P B=VAR. 3.0 to 6.0 Ft. Min. D=2.5 Ft. Ground Natural Slope Ditch Front 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA 163+60 TO STA 165+10 -L- LT DETAIL V B=14.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Ditch Front D Flatter4:1 or ( Not to Scale) SPECIAL CUT DITCH w/HINGE 6.0’ 4:1 3:1 DETAIL W Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA 19+69 TO STA 29+48 -Y7RPC- RT FROM STA. 188+00 TO STA. 190+50 -L- LT. FROM STA. 175+50 TO STA. 181+50 -L- LT. FROM STA. 173+00 TO STA. 174+50 -L- LT.3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 DETAIL AG B=4.0 Ft. Min. D=3.0 Ft. Ground Natural Slope Ditch Front FROM STA 29+94 TO STA 34+18 -SR7- LT FROM STA 259+45 TO STA 260+50 -L- RT FROM STA 275+50 TO STA 276+00 -L- LT (See X-Sections) 4:1 or Flatter D ( Not to Scale) SPECIAL CUT DITCH DETAIL AL Min. D=2.0 Ft. Shoulder Proposed Slope Ditch Front or Flatter3:1d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 Min. D=2.5 Ft. Max. d=2.0 Ft. B=3.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile DETAIL AF FROM STA. 24+10 TO STA. 29+26 -SR7- LT. Fill Slope3:1 or Flatter b=4 Ft. d=2 Ft. Type of Liner= Class B Rip-Rap b DETAIL F Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile FROM STA. 47+00 TO 50+20 -SR3- LT. FROM STA. 46+71 TO 50+26 -SR3- RT. FROM STA. 18+10 TO 28+32 -SR3- LT. FROM STA. 17+00 TO 28+82 -SR3- RT. FROM STA. 75+13 TO 75+59 -SR2- RT. FROM STA. 38+55 TO 38+88 -SR2- RT. FROM STA. 36+24 TO 38+15 -SR2- RT. FROM STA. 51+32 TO 52+27 -SR1- RT. FROM STA. 26+96 TO 27+62 -SR1- LT. FROM STA. 25+17 TO 26+60 -SR1- LT. FROM STA. 16+75 TO 17+06 -Y9- RT. FROM STA. 21+35 TO STA. 22+50 -Y7RPA RT.- FROM STA. 18+00 TO STA. 22+80 -Y7RPA LT.- FROM STA. 200+74 TO 201+99 -L- RT. FROM STA. 197+64 TO 199+00 -L- RT. FROM STA. 149+00 TO 154+15 -L- LT. FROM STA. 143+82 TO 144+94 -L- LT. FROM STA. 113+49 TO 114+50 -L- RT. (See X-Sections) 4:1 or Flatter D4: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL H Min. D=1.0 Ft. Slope Ditch Front Ground Natural FROM STA. 22+00 TO STA. 23+30 -Y9RPD- LT. FROM STA. 24+65 TO STA. 27+76 -Y7RPA- RT. ( Not to Scale) SPECIAL CUT DITCH DETAIL D D Min. D=1.5 Ft. Slope Ditch Front (See X-Sections) 3:1 or Flatter(Se e X-Se cti ons)3:1 or Flatter Shoulder Proposed FROM STA 23+20 TO 24+25 -Y9RPB- RT FROM STA 54+00 TO 56+00 -L- LT ( Not to Scale) SPECIAL CUT DITCH DETAIL AK D Min. D=1.5 Ft. Slope Ditch Front (See X-Sections) 4:1 or Flatter(Se e X-Se cti ons) 3:1 or Flatter Shoulder Proposed FROM STA 271+00 TO 275+50 -L- LT ( Not to Scale) SPECIAL CUT DITCH DETAIL E FROM STA 14+50 TO 15+50 -Y7LPA- RT D Min. D=1.0 Ft. Slope Ditch Front (See X-Sections) 5:1 or Flatter Ground Natural (Se e X-Se cti ons)5:1 or Flatter ( Not to Scale) SPECIAL CUT BASE DITCH DETAIL AD FROM STA. 27+63 TO STA. 28+12 -SR1- LT. FROM STA. 20+80 TO STA. 21+50 -Y9RPD- LT. FROM STA. 18+92 TO STA. 19+75 -Y9RPD- LT. D B B=8.0 Ft. Min. D=1.0 Ft. Slope Ditch Front (See X-Sections) 3:1 or Flatter (Se e X-Se cti ons)3: 1 or Flatter Ground Natural d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 4:1 or Flatter FROM STA 257+22 TO STA 259+45 -L- RT DETAIL AJ B=4.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH FROM STA 63+00 -SR3- LT TO STA 34+00 -Y7- RT DETAIL Q B=3.0 Ft. Min. D=2.5 Ft. Ground Natural Slope Ditch Front (See X-Sections) 4:1 or Flatter 3:1 or D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH DETAIL X Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural GeotextileFlatter FROM STA. 44+20 TO STA. 47+30 -SR6- LT. FROM STA. 193+00 TO STA. 193+53 -L- LT. FROM STA. 191+00 TO STA. 192+00 -L- LT. FROM STA. 160+50 TO STA. 161+23 -L- LT. d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 Min. D=1.5 Ft. Max. d=1.0 Ft. B=10.0 Ft. Type of Liner=Class A Rip-Rap Ground Natural Ditch Slope Front Geotextile DETAIL AH FROM STA. 34+78 TO STA. 35+50 -SR7- LT. FROM STA. 16+05 TO STA. 19+10 -Y9RPB- LT LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=5.0 Ft. Min. D=2.0 Ft. DETAIL Z Ground Natural Slope Fill B 3:13:1D ( Not to Scale) STANDARD BASE DITCH AT STA. 37+52 -SR7- LT. DETAIL AI B=8.0 Ft. & VARIABLE Min. D=3.0 Ft. Ground Natural Ground Natural D3:1( Not to Scale) SPECIAL CUT DITCH DETAIL B Min. D=2.5 Ft. Ground Natural Slope Ditch Front FROM STA. 91+64 TO STA. 92+50 -SR2- RT FROM STA. 278+10 TO STA. 280+00 -L- RT. FROM STA. 103+50 TO STA. 105+00 -L- LT FROM STA. 25+50 TO STA. 36+00 -L- LT. (See X-Sections) 4:1 or Flatter AT STA. 37+42 -SR3- LT AT STA. 75+08 -SR2- RT AT STA. 66+55 -SR1- RT AT STA. 59+00 -SR1- RT AT STA. 20+11 -Y7RPA- LT AT STA. 260+48 -L- RT AT STA. 197+94 -L- RT AT STA. 193+44 -L- RT AT STA. 165+15 -L- RT AT STA. 155+00 -L- RT AT STA. 144+57 -L- LT AT STA. 134+77 -L- LT AT STA. 82+77 -L- RT Ground Natural Ground Natural (Variable) Bed Width H (Max.=D+T)TD T =18" (Class I Rip Rap) Stream Bed Level PIPE OUTLET CHANNEL @ JS STREAM Length =4 X D DETAIL AR Geotextile Fabric ( Not to Scale)Existi n g Ba nkTie t o2: 1 or Flatter (See X-Sections) 4:1 or Flatter D3:1( Not to Scale) SPECIAL CUT DITCH DETAIL A Min. D=1.0 Ft. Ground Natural Slope Ditch Front FROM STA. 10+50 TO STA. 10+95 --DR1- LT. FROM STA. 10+55 TO STA. 11+40 --DR1- RT. FROM STA. 11+25 TO STA. 12+55 -SR9- RT FROM STA. 11+00 TO STA. 12+55 -SR9- LT FROM STA. 10+60 TO STA. 11+14 -SR8- RT FROM STA. 72+48 TO STA. 74+60 -SR7- RT FROM STA. 41+10 TO STA. 43+07 -SR7- LT FROM STA. 38+20 TO STA. 40+25 -SR7- LT FROM STA. 21+00 TO STA. 22+00 -SR7- LT. FROM STA. 20+50 TO STA. 23+00 -SR7- RT FROM STA. 16+50 TO STA. 17+50 -SR7- RT FROM STA. 13+25 TO STA. 15+40 -SR7- RT FROM STA. 63+00 TO STA. 63+85 -SR3- RT FROM STA. 60+80 TO STA. 63+00 -SR3- LT FROM STA. 54+00 TO STA. 56+50 -SR3- RT FROM STA. 52+00 TO STA. 56+50 -SR3- LT. FROM STA. 13+50 TO STA. 16+00 -SR3- LT. FROM STA. 10+40 TO STA. 17+00 -SR3- RT FROM STA. 92+50 TO STA. 96+87 -SR2- RT FROM STA. 55+18 TO STA. 58+28 -SR2- RT FROM STA. 23+85 TO STA. 25+20 -Y9RPC- RT AT STA 23+70.48 -Y9RPB- LT FROM STA. 24+20 TO STA. 25+90 -Y9RPA- RT FROM STA. 16+50 TO STA. 19+00 -Y9- LT FROM STA. 14+90 TO STA. 16+00 -Y9- RT FROM STA. 36+10 TO STA. 38+50 --Y7- RT. FROM STA. 33+00 TO STA. 34+00 --Y7- RT. FROM STA. 34+00 TO STA. 36+00 --Y7- LT. FROM STA. 19+00 TO STA. 23+00 --Y7- RT. FROM STA. 12+35 TO STA. 13+00 -Y5- LT. FROM STA. 12+35 TO STA. 13+00 -Y5- RT. FROM STA. 11+00 TO STA. 11+50 -Y4- RT FROM STA. 22+00 TO STA. 29+00 -L- RT (See X-Sections) 3:1 or Flatter D3:1( Not to Scale) SPECIAL CUT DITCH DETAIL C Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA. 18+00 TO STA. 20+90 -SR2- LT FROM STA. 19+10 TO STA. 20+50 -Y9RPB- LT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 3:1 or Flatter DETAIL I B=8.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA. 75+60 TO STA. 76+29 -SR2- RT FROM STA. 22+00 TO STA. 24+20 -Y9RPA- RT ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 28+30 TO STA. 31+50 -SR3- LT. DETAIL J b=5.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM STA. 32+47 TO STA. 34+00 -Y7- LT. DETAIL R B=4.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile D3: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL T Min. D=2.0 Ft. Ground Natural Slope Ditch Front Flatter4:1 or FROM STA 38+00 TO STA 41+12 -SR7- RT FROM STA 35+50 TO STA 37+03 -SR7- RT FROM STA 42+48 TO STA 44+20 -SR6- RT FROM STA 87+13 TO STA 91+64 -SR2- RT FROM STA 76+78 TO STA 80+70 -SR2- RT FROM STA 280+00 TO STA 281+00 -L- RT FROM STA. 262+00 TO STA. 275+00 -L- RT FROM STA. 161+23 TO STA. 162+00 -L- LT D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or Ground Natural Slope Ditch Front 3:1B=3.0 Ft. Min. D=1.0 Ft. FROM STA. 26+00 TO STA. 26+50 -Y9- RT. FROM STA. 18+50 TO STA. 19+50 -Y7RPA- RT. DETAIL AA B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL AB B=3.0 Ft. Min. D=2.5 Ft. Ground Natural Ground Natural AT STA 26+00 -Y9- LT ( Not to Scale) SPECIAL CUT DITCH DETAIL AO D Min. D=1.5 Ft. Slope Ditch Front (See X-Sections) 4:1 or Flatter Shoulder Proposed 4:1FROM STA 235+50 TO 245+00 -L- RT FROM STA 165+50 TO 166+00 -L- LT B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL Y Ground Natural b TRAVEL LANE EDGE OF EXISTING b=6.0 Ft. B=4.0 Ft. Min. D=3.5 Ft. FROM STA. 17+25 TO STA. 27+05 -WBL- LT. FROM STA. 10+69 TO STA. 13+79 -WBL- LT. EXISTING ROADWAY SHEET 2 OF 53 PERMIT DRAWING P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600_HYD_drn_details.dgnFBrooks4/25/2018 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. 2D-2DRAINAGE DETAILS (NOT TO SCALE) Median Ditch ( Not to Scale) FALSE SUMP S S=Ditch Slope etc. GI L 2’DDDitch Grade L LDitch Grade 0.0% To 2.0% Over 2.0% To 4.0% 20’ 30’ Over 4.0% To 6.0% Over 6.0% 40’ 50’ 9" 20’L (See Chart Below) C Proposed Ditch DETAIL BB STA. 153+80 -L- MED STA. 151+05 -L- MED STA. 147+75 -L- MED STA. 144+70 -L- MED STA. 139+65 -L- MED STA. 134+60 -L- MED STA. 129+55 -L- MED STA. 124+55 -L- MED STA. 118+55 -L- MED STA. 114+40 -L- MED STA. 109+90 -L- MED STA. 102+50 -L- MED STA. 99+50 -L- MED STA. 95+65 -L- MED STA. 73+15 -L- MED STA. 68+15 -L- MED STA. 62+45 -L- MED STA. 51+50 -L- MED STA. 48+10 -L- MED STA. 40+65 -L- MED STA. 36+40 -L- MED STA. 32+35 -L- MED STA. 21+10 -L- MED ( Not to Scale) RIP RAP AT EMBANKMENT Grade Ditch GEOTEXTILE 10’min. 1.0’min.1.5 DETAIL BG STA. 198+00 (175’ RT) -L- Geotextile= 16sy Type of Liner= 11 TONS,CL B Rip-Rap 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA 29+32 TO STA 29+94 -Y7- LT DETAIL BH Std. No. 876.01 When B is > 6.0’- Type of Liner= Class I Rip-Rap B=8 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile b D ( Not to Scale) B CHANNEL CHANGE 1"/Ft.Ground Natural DETAIL AY Ground Natural Exist. Channel Fill Slope Proposed 3:13:1 Coir Fiber Matting * Tie to Natural Ground FROM STA 200+50 TO STA 201+05 -L- * FROM STA 197+94 TO STA 199+50 -L- and b=10 Ft. FROM STA 199+50 TO STA 200+50 -L- B=4 Ft. Min. D=2 Ft. FROM STA 197+94 (171.0’ RT) TO STA 201+05 (145.6’ RT) -L- Type of Liner=Coir Fiber Matting (On Banks Only) LS=Ditch Slope S ( Not to Scale) DETAIL BA AT STA 253+42 -L- RT C Proposed Ditch 10:1 20:1 MODIFIED FALSE SUMP STA 253+42 -L- RT EL. 171.40’ B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL BK B=3 Ft. Min. D=3.0 Ft. Ground Natural Ground Natural FROM STA 170+00 TO STA 173+00 -L- RT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d AT STA 168+80 -L- RT DETAIL BL Std. No. 876.01 When B is > 6.0’- Type of Liner= Class II Rip-Rap B=Variable 5-10 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL BM Std. No. 876.01 When B is > 6.0’- Type of Liner= Class I Rip-Rap B=5 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile AT STA 168+80 -L- RT ( Not to Scale) SPECIAL CUT DITCH DETAIL BN D Min. D=1.5 Ft. Slope Ditch Front(Se e X-Se cti o ns) 3:1 or Flatter Shoulder Proposed FROM STA 58+50 TO 61+00 -L- LT FROM STA 56+00 TO 57+50 -L- LT 4:1 ( Not to Scale) SPECIAL CUT DITCH DETAIL BO D Min. D=2.0 Ft. Slope Ditch Front (See X-Sections) 4:1 or Flatter (Se e X-Se cti ons)2.9:1 or Flatter Shoulder Proposed FROM STA 250+61 TO 252+68 -L- RT 20:1 10:1 LS=Ditch Slope S ( Not to Scale) FALSE SUMP 2’ Traffic Flow Outside Ditch 1.0’ Max.0.5’ Min.etc. GI C Proposed Ditch DETAIL BC STA. 16+65 -SR4- LT STA. 15+50 -SR4- LT STA. 13+55 -SR4- LT STA. 44+45 -SR2- RT STA. 22+15 -Y9RPD- RT STA. 17+25 -Y9RPC- RT STA. 14+30 -Y9RPC- RT STA. 11+85 -Y9RPC- RT STA. 10+70 -Y7LPA- LT STA. 68+15 -L- LT STA. 62+50 -L- LT L S etc. GI 10:1 20 :1 ( Not to Scale) FALSE SUMP 2.0’ Traffic Flow Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch DETAIL BD STA. 16+65 -SR4- RT STA. 65+55 -SR2- RT STA. 60+65 -SR2- RT STA. 34+26 -SR2- RT STA. 12+85 -Y9RPD- LT STA. 22+90 -Y9RPC- RT STA. 22+90 -Y9RPC- LT STA. 21+65 -Y9RPA- LT STA. 18+50 -Y7RPC- LT STA. 18+05 -Y7RPC- RT STA. 14+90 -Y7RPA- RT STA. 11+65 -Y7RPA- RT STA. 16+40 -Y7LPA- RT STA. 13+10 -Y7LPA- RT STA. 230+15 -L- RT STA. 148+15 -L- RT STA. 62+55 -L- RT VAR.STAKESLOPE5.0’5.0’ D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 10.0’ V.C. FROM STA. 13+32 TO STA. 14+67 -Y7RPA- RT. FROM STA. 11+54 TO STA. 12+24 -Y7RPA- RT. FROM STA. 10+40 TO STA. 11+02 -Y7RPA- RT. 8.0’ DETAIL AV 4.0’ Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip Rap d Geotextile3: 1 D ( Not to Scale) STANDARD ’V’ DITCH AT STA. 11+50 -DR1- LT FROM STA 10+95 -DR1- LT TO STA 93+50 -SR2- RT FROM STA 277+50 TO STA 278+10 -L- RT Min. D=1.5 Ft. DETAIL AT Ground Natural Ground Natural 3:1 LATERAL ’V’ DITCH ( Not to Scale) 3:1 3:1 D b d 1"/Ft. FROM STA 24+00 TO STA 25+50 -Y7- RT Slope Fill Type of Liner= Class B Rip-Rap b=10 Ft. Max. d=1.0 Ft. Min. D=1.5 Ft. DETAIL BE Ground Natural Geotextile (See X-Sections) 4:1 or Flatter D 4:1( Not to Scale) SPECIAL CUT DITCH DETAIL BP Min. D=1.5 Ft. Slope Ditch Front Ground Natural FROM STA 10+00 TO STA 11+49 -Y7LPA- LT (See X-Sections) 3:1 or Flatter D 6:1( Not to Scale) SPECIAL CUT DITCH DETAIL BR Min. D=2.0 Ft. Ground Natural Slope Ditch Front FROM STA 12+01 TO STA 16+05 -Y9RPB- LT ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA 10+00 TO STA 11+48.78 -Y9RPC- RT b=0 Ft. B=8.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Fill DETAIL BS (See X-Sections) 6:1 or Flatter D ( Not to Scale) SPECIAL CUT DITCH DETAIL BI Min. D=1.0 Ft. Shoulder Proposed Slope Ditch Front or Flatter4:1FROM STA 22+00 TO STA 24+00 -Y9RPD- RT FROM STA 20+79 TO STA 24+89 -Y9RPC- LT FROM STA 22+17 TO STA 25+50 -Y9RPA- LT FROM STA 17+53 TO STA 18+53 -Y9RPA- LT FROM STA 252+00 TO STA 254+00 -L- LT FROM STA 250+61 TO STA 252+00 -L- RT d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 Min. D=2.5 Ft. Max. d=2.0 Ft. B=10.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile DETAIL BV FROM STA. 35+50 TO STA. 37+44 -SR7- LT. 3:1 or D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH DETAIL BW Max. d=2.0 Ft. Min. D=2.5 Ft. Type of Liner= Class A Rip-Rap Slope Ditch Front Ground Natural GeotextileFlatter FROM STA. 31+50 TO STA. 35+50 -SR7- RT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL AU B=3.0 Ft. Max. d=2.0 Ft. Min. D=2.5 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile AT STA 47+75 -SR7- LT AT STA 18+79 -Y7RPA- LT FROM STA 173+00 TO STA 174+86 -L- RT FROM STA 168+75 TO STA 170+00 -L- RT B 3:13:1D ( Not to Scale) STANDARD BASE DITCH DETAIL BZ B=3.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural FROM STA 54+42 TO STA 55+57 -SR7- LT FROM STA 51+07 TO STA 54+07 -SR7- LT LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=5.0 Ft. Min. D=1.0 Ft. DETAIL CA Ground Natural Slope Fill3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 3:1 or Flatter B=8.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Ditch Front DETAIL BT FROM STA 22+19 TO STA 24+69 -SR1- LT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL CB B=3.0 Ft. Max. d=2.5 Ft. Min. D=3.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile FROM STA 54+18 TO STA 54+41 -SR7- LT 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH B d DETAIL CC B=Variable 3 to 10 Ft. Max. d=3.0 Ft. Min. D=3.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile FROM STA 54+41 TO STA 54+52 -SR7- LT B 3:13:1D ( Not to Scale) STANDARD BASE DITCH DETAIL AW B=4 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural FROM STA 201+26 TO STA 201+71 -L- LT ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA 260+50 TO STA 261+50 -L- LT FROM STA 55+57 TO STA 56+07 -SR7- LT DETAIL BY b=5.0 Ft. B=3.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill (See X-Sections) 4:1 or Flatter D3: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL BU Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA. 70+96 TO STA. 72+40 -SR7- RT FROM STA. 56+57 TO STA. 57+57 -SR7- LT FROM STA. 29+00 TO STA. 31+00 -SR7- RT FROM STA. 23+00 TO STA. 27+00 -SR7- RT FROM STA. 14+13 TO STA. 17+00 -SR7- LT FROM STA. 47+30 TO STA. 49+40 -SR6- RT FROM STA. 31+00 TO STA. 40+49 -SR6- RT FROM STA. 56+50 TO STA. 63+00 -SR3- RT FROM STA. 10+40 TO STA. 13+50 -SR3- LT FROM STA. 10+40 -SR3- RT TO STA. 17+50 -Y5- LT FROM STA. 93+50 -SR2- RT TO STA. 18+20 -Y5- RT FROM STA 92+99 TO STA 97+30 -SR2- LT FROM STA. 80+70 TO STA. 84+67 -SR2- RT FROM STA 63+98 TO STA 65+45 -SR2- RT FROM STA. 49+21 TO STA. 55+18 -SR2- RT FROM STA. 58+98 TO STA. 62+60 -SR1- LT FROM STA. 23+00 TO STA. 25+50 -Y9- RT FROM STA. 11+50 TO STA. 13+80 -Y4- RT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 13+79 TO STA. 17+25 -WBL- LT. DETAIL AX *When B is < 6.0’ Ground Natural Type of Liner=CLASS B RIP RAP b TRAVEL LANE EDGE OF EXISTING EXISTING ROADWAY b=6.0 Ft. B=4.0 Ft. Max. d=2.5 Ft. Min. D=3.0 Ft. AT STA 66+55 -SR1- RT Ground Natural Ground Natural (Variable) Bed Width H (Max.=D+T)TD T =12" (Class B Rip Rap) Stream Bed Level PIPE OUTLET CHANNEL @ JS STREAM Length =4 X D DETAIL CD Geotextile Fabric ( Not to Scale)Existi ng Ba n kTie t o2:1 or Flatter 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA 174+50 TO STA 174+86 -L- RT DETAIL BJ Std. No. 876.01 When B is > 6.0’- Type of Liner= Class I Rip-Rap B=6 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural Geotextile LATERAL ’V’ DITCH ( Not to Scale) 3:1 3:1 D b d 1"/Ft. FROM STA 25+50 TO STA 25+64 -Y7- RT Slope Fill Type of Liner= Class I Rip-Rap b=10 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL BF Ground Natural Geotextile (See X-Sections) 3:1 or Flatter D ( Not to Scale) SPECIAL CUT DITCH DETAIL BQ Min. D=1.0 Ft. Shoulder Proposed Slope Ditch Front or Flatter4:1FROM STA 15+52 TO STA 16+52 -Y9RPA- LT FROM STA 47+57 TO STA 47+78 -SR7- LT LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=5.0 Ft. Min. D=1.5 Ft. DETAIL BX Ground Natural Slope Fill3:13:1 D ( Not to Scale) STANDARD ’V’ DITCH FROM STA 54+07 TO STA 54+40 -SR7- LT Min. D=1.0 Ft. DETAIL AZ Ground Natural Ground Natural D3:1( Not to Scale) SPECIAL CUT DITCH Min. D=1.0 Ft. Ground Natural Slope Ditch Front DETAIL AS FROM STA 11+00 TO STA 13+00 -SR5- RT FROM STA 19+67.59 -Y7- LT TO STA 10+50 -SR4- LT FROM STA 56+85 TO STA 58+98 -SR1- LT FROM STA 42+16 TO STA 44+70 -SR1- LT FROM STA 28+62 TO STA 31+23 -SR1- LT (See X-Sections) 2.5:1 or Flatter 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 201+05 TO STA. 201+41 -L- LT. DETAIL CE *When B is < 6.0’ Ground Natural Type of Liner=CLASS B RIP RAP b TRAVEL LANE EDGE OF EXISTING EXISTING ROADWAY b=6.0 Ft. B=4.0 Ft. Max. d=2.5 Ft. Min. D=3.0 Ft. SHEET 3 OF 53 PERMIT DRAWING P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600_HYD_drn_details.dgnFBrooks9/13/2018 (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) EXCAVATE 2:12:1*2:1 ON BENCH COIR FIBER MATTING N .G .WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DEPTH VARIES WITH GEOTEXTILE CLASS I RIP RAP DETAIL 2076A 1’ DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) *LAID BACK RIP RAPPED SLOPED WHERE CHANNEL WORK Est DDE - 22 cu. yd.; Est Coir Fiber Matting - 17 sq. yd. Est Cl I RR - 17 Tons; Est GeoTextile Fabric - 42 sq. yd. (SEE PLAN VIEW) BENCH WIDTH VARIES INLET CHANNEL TYPICAL 5’ (SEE PLAN VIEW) CHANNEL WIDTH ELEV = 232.94’ ELEV. = 233.0’ TO CULV 2076 INLET ELEV. TO BED ELEV. AT EXISTING CHANNEL BED TRANSITION FROM FROM 20 FT. U/S OF PROPOSED INLET CULVERT 2076 TO PROPOSED INLET CULVERT 2076 PROPOSED GROUND SEE DETAIL 2076BOUTLET CHANNEL TYPICAL(NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) INLET CHANNEL TYPICAL EXCAVATE 2:12:1 2:1 ON BENCH COIR FIBER MATTING N .G .WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DEPTH VARIES WITH GEOTEXTILE CLASS I RIP RAP DETAIL 513A 1’ Est DDE - 65 cu. yd.; Est Coir Fiber Matting - 28 sq. yd. Est Cl I RR - 55 Tons; Est GeoTextile Fabric - 130 sq. yd. ELEV = 183.6’ ELEV. = 184.3’ TO CULV 513 INLET ELEV. TO BED ELEV. AT EXISTING CHANNEL BED TRANSITION FROM (SEE PLAN VIEW) BENCH WIDTH VARIES TO 10’ (SEE PLAN VIEW) FROM EXISTING WIDTH CHANNEL WIDTH VARIES FROM 42 FT. U/S OF PROPOSED INLET CULVERT 513 TO PROPOSED INLET CULVERT 513 PROPOSED GROUND (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL DETAIL 513B (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL TYPICAL *NOTE TRANSITION ALONG EXTENTS 2:1 SLOPE TO EXISTING BANK SLOPE EXCAVATE 2:12:1*2:1 ON BENCH COIR FIBER MATTING (SEE PLAN VIEW) EXISTING CHANNEL WIDTH 10’ WIDE AT OUTLET TO CHANNEL WIDTH VARIES FROM DEPTH VARIESN.G .WITH GEOTEXTILE CLASS I RIP RAP (SEE PLAN VIEW) FROM 0’ TO 8.5’ BENCH WIDTH VARIES WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DETAIL 514B FROM CULVERT 514 OUTLET TO APPROXIMATELY 73’ DOWNSTREAM Est DDE - 736 cu. yd.; Est Coir Fiber Matting - 40 sq. yd. Est Cl I RR - 192 Tons; Est GeoTextile Fabric - 393 sq. yd. ELEV. = 180.7’ ELEV = 181.4’ to BED OF OUTLET FROM OUTLET APPROX. 73’ DOWNSTREAM OF PROPOSED RCBC TO TRANSITION FROM OUTLET 1’ PROPOSED GROUND Est DDE - 354 cu. yd.; Est Coir Fiber Matting - 57 sq. yd. Est Cl I RR - 162 Tons; Est GeoTextile Fabric - 278 sq. yd. DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) *LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK FROM 108 Ft. DOWNSTREAM OF CULVERT 513 OUTLET TO INLET CULVERT 514 9/13 BENCH FLOOD PLAIN BENCH FLOOD PLAIN DETAIL 500514 INLET AND OUTLET SILLS AT LOW FLOW CHANNEL (NOT TO SCALE) HIGH SILL AND FLOOD PLAIN LOW FLOW CHANNEL,SILLS SKEWED MULTI-BARREL CULVERT PLAN VIEW GEWLAHTGEWLAHT 2.0’ 10.0’ 7.0’ ENGINEER. 5) NUMBER OF SILLS DETERMINED BY THE ABOVE BANK FULL. 4) DO NOT SET ELEVATION OF HIGH SILLS FLOW CHANNEL OF STREAM. (THALWEG) MATCH STREAM BED ELEVATION IN LOW 3) TOP OF LOW FLOW SILLS SHOULD SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST BE SUBJECT TO PERMIT CONDITIONS. TO APPROVAL BY THE ENGINEER AND MAY PASSAGE. NATIVE MATERIAL IS SUBJECT PROVIDE A FLAT SURFACE FOR ANIMAL PLACED ON TOP TO FILL VOIDS AND BARREL(S), NATIVE MATERIAL SHOULD BE IS USED TO LINE THE HIGH FLOW CULVERT HIGH FLOW CULVERT BARREL(S). IF RIP-RAP SUPPLEMENT THE NATIVE MATERIAL IN THE BARREL. RIP-RAP MAY BE USED TO BE USED TO LINE THE LOW FLOW CULVERT EXCAVATED FROM THE STREAM BED MAY CONSTRUCTION. ONLY MATERIAL THAT IS FLOODPLAIN AT THE PROJECT SITE DURING EXCAVATED FROM THE THE STREAM OR MATERIAL CONSISTS OF MATERIAL THAT IS CONTINUOUS LOW FLOW CHANNEL. NATIVE IN THE CULVERT SHALL PROVIDE A 1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES *NOTES: SILL HEIGHT BACK FILL WITH NATIVE MATERIAL TO SILL NO SILLS REQUIRED IN THE LOW FLOW BARREL (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL TYPICAL EXCAVATE 2:12:1 2:1 ON BENCH COIR FIBER MATTING N .G .WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DETAIL 2076B 1’ (SEE PLAN VIEW) BENCH WIDTH VARIES ELEV = 232.4’ ELEV. = 232.7’ TO PROPOSED CHANNEL BED BED ELEV. TO OUTLET OF CULV 2076 TRANSITION FROM 5’ (SEE PLAN VIEW) CHANNEL WIDTH CHANNEL FILL IN EXISTING Est Fill - 49 cu. yd. Est DDE - 62 cu. yd.; Est Coir Fiber Matting - 26 sq. yd. Est Cl I RR - 43 Tons; Est GeoTextile Fabric - 102 sq. yd. FROM PROPOSED OUTLET CULVERT 2076 TO 46 FT. D/S OF PROPOSED OUTLET CULVERT 2076 PROPOSED GROUND WITH GEOTEXTILE CLASS I RIP RAP (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL TYPICAL EXCAVATE 2:1 WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DETAIL 2076C 5’ (SEE PLAN VIEW) CHANNEL WIDTH CHANNEL FILL IN EXISTING Est DDE - 55 cu. yd.; Est Fill - 10 cu. yd. Est Cl I RR - 34 Tons; Est GeoTextile Fabric - 71 sq. yd. 2:1 FROM 46 FT. D/S OF PROPOSED OUTLET CULVERT 2076 TO 81 FT. D/S OF PROPOSED OUTLET CULVERT 2076 BED ELEV = 232.1’ PROPOSED CHANNEL BED ELEV. = 232.4’ TO PROPOSED CHANNEL TRANSITION FROM N a tu ra lG ro un d PROPOSED GROUND Est DDE - 65 cu. yd.; Est Coir Fiber Matting - 28 sq. yd. Est Cl I RR - 55 Tons; Est GeoTextile Fabric - 130 sq. yd. FROM 42 FT. U/S OF PROPOSED INLET CULVERT 513 TO PROPOSED INLET CULVERT 513 (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL EXCAVATE 2:1 N a tu ra lG round DEPTH VARIES DETAIL 513B 10’ (SEE PLAN VIEW) BENCH WIDTH 1’BED ELEV. EXISTING CHANNEL FROM OUTLET CULVERT 513 TO 108 Ft. DOWNSTREAM SIDE SLOPE EXISTING CHANNEL ON BENCH AND BANKS WITH GEOTEXTILE CLASS I RIP RAP Est DDE - 450 cu. yd. Est Cl I RR - 283 Tons; Est GeoTextile Fabric - 400 sq. yd. VIEW SHOWN IN PLAN ON BANK WHERE CLASS I RIP RAP (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL DETAIL 514A FROM OUTLET CULVERT 513 TO 108 Ft. DOWNSTREAM Est DDE - 450 cu. yd. Est Cl I RR - 283 Tons; Est GeoTextile Fabric - 400 sq. yd. (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL FROM 108 Ft. DOWNSTREAM OF CULVERT 513 OUTLET TO INLET CULVERT 514 EXCAVATE 2:12:1*2:1 ON BENCH COIR FIBER MATTING WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DEPTH VARIES WITH GEOTEXTILE CLASS I RIP RAP DETAIL 514A (SEE PLAN VIEW) BENCH WIDTH VARIES 1’ 10’ (SEE PLAN VIEW) CHANNEL WIDTH ELEV = 181.9’ ELEV. = 183.2’ TO CULV 514 INLET BED BED ELEV. TO OUTLET OF CULV 513 TRANSITION FROM N a tu ra lG round PROPOSED GROUND Est DDE - 354 cu. yd.; Est Coir Fiber Matting - 57 sq. yd. Est Cl I RR - 162 Tons; Est GeoTextile Fabric - 278 sq. yd. DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) *LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. 2D-3DRAINAGE DETAILS (NOT TO SCALE) SHEET 4 OF 53 PERMIT DRAWING P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600_HYD_drn_details.dgnFBrooks4/25/2018 V10=1.3 n=0.065 Q10=13.4 V10=1.24 n=0.065 Q10=8.5 0.5% SLOPE INSTALL PIPE ON 3 6 REMOVE FLOWABLE FILLRETAIN EXTEND 15" RCP COLLAR & 2GI 2GI 2GI 2GI 2GI 2GI JB w/MH REMOVE REMOVE 2GI 2GI 2GI2GI 2GI REMOVE REMOVE 15" 15" RCP-IV 18" RCP-IV 18" RCP-V 15" RCP-V 15" RCP-V 36" RCP-IIIHW C C F C F (SEE DETAIL B) SPECIAL CUT DITCH C C C C C Adj. 2GI FS 42’-15" RCP REMOVE 2GI FS 2GI FS (SEE DETAIL K) SPECIAL CUT 4’ BASE DITCH 15" RCP-IV INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEELSEE DETAIL 2076A INLET CHANNEL TYPICAL (SEE DETAIL F) TOE PROTECTION -SR1- +94 END SBG -SR1- +77 BEGIN SBG (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH BOX CULVERT RETAIN & EXTEND EXISTING BOX CULVERTRETAIN & EXTEND EXISTING TOE PROTECTION (SEE DETAIL F)2@6’x6’ RCBC1@5’x6’ &EXTEND(SEE DETAIL BT) SPECIAL CUT 8’ BASE DITCH (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL AD) 8’ BASE DITCH SPECIAL CUT Not Available 36" CSP 24" CSP UZZLE MITIGATION SITE BY OTHERS FOR DS CHANNEL CONSTRUCTED FILLED BY OTHERS EXISTING CHANNEL C C C C C C C C C C C C F F F F F F F F F F F F C C C C C C F F F F F C C F F C C C C C C C C C C C C F F F F F F F F F F F 35+00 40+00 45+00NAD 83/ NA 2011-L- -SR1- 20+00 25+00 30+00 35+00 -SR2-PS2’SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_06.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. MTL POLE R/R TIES CONC R/R TIES GATE 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS 72" CHL & 3SBW 72" CHL & 3SBW GATE 72" CHL & 3SBW48" WW & 1SBW 36" WW & 1SBW48" 4SBW1.5SMTL BUS WOODS 48" WW & 1SBW 48" WW & 1SBW 5 6 7 8 9 10 11 DRAIN 12" TRENCH DEBRIS FULL OF DRAIN 12" TRENCH DEBRIS FULL OF CONC CONC CONC CONC DITCH CONC DITCH E IP EIP R/W MON R/W MON R/W MON EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EOI T T HH T TT MTR 25 PR 25 PR 100 PR 100 PR 24 FO 24 FO 24 FO 12" DI 12" DI 20" STEEL10" STEELUS HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED DAYCO HOLDINGS LLC POPLAR CREEK DEVELOPMENT CO LANCASTER BOYD SALLIE JANE WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND MATCHLINE -L- STA. 47+00 SEE SHEET 7MATCHLINE -L- STA. 34+00 SEE SHEET 56 FOR -L- PROFILE, SEE SHEET: 28 FOR -SR1- PROFILE, SEE SHEET: 47 FOR -SR2- PROFILE, SEE SHEET: 49 & 50 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAMES ON PARCEL NO. 3 & 5. BAMSITE 1 SITE 1B SITE 1A LITTLE POPLAR CREEK v v v4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC TOP=241.50’ INV=245.94’ TOP=248.42’ INV=257.29’ TOP=256.93’ INV=254.00’ DI INV OUT=254.51’ 18" RCP DI INV OUT=246.62’ 18" RCP INV OUT=236.86’ DI 8" CONC WW 8" CONC WW 18" CONC HW 8" CONC WW 18" CONC HW 8" CONC WW TOP=260.50’ INV OUT=258.92’ DI INV=256.00’ INV=259.18’ FES FES CUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 (3)72"X72" CONC BOX CULVERT #2 2GI REMOVE 18" RCP-V C F (SEE DETAIL F) TOE PROTECTION -SR1- +94 END SBG 2@6’x6’ RCBC1@5’x6’ &EXTEND24" CSP F F F F F C 25+00 48" WW & 1SBW WOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 11 EIP 48" WW & 1SBW WOODS WOODS 8" CONC WW 18" CONC HW 48" WW & 1SBW 8" CONC WW48" WW & 1SBW 11 EIP CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 V10=1.3 n=0.065 Q10=13.4 8" CONC WW 18" CONC HW 8" CONC WW CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 2GI JB w/MH 15" RCP-IV 15" RCP-V 15" RCP-IV BOX CULVERT RETAIN & EXTEND EXISTING 36" CSP FILLED BY OTHERS EXISTING CHANNEL F F F F F F 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS R/W MON 100 PRv4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS 8" CONC WW 8" CONC WW R/W MON CUL1CUL2CUL3CUL4CUL5CUL6CE1HW1 LITTLE POPLAR CREEK 100 PR LITTLE POPLAR CREEK CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND v4" PVC W/ CONC 8" CONC WW 8" CONC WW CUL1CUL2CUL3CUL4CUL5CUL6CE1HW1 WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_06.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 5 OF 53 PERMIT DRAWING 2x 2x 235235235235 235235235 235235235235235 235 240 240 240240240240240240240240245 245 245245245245245245 245245245 245245245245245245250250250 250250 250250250250255255 255255 255255 255 255255260260 260260260 260260260260260 V10=1.3 n=0.065 Q10=13.4 V10=1.24 n=0.065 Q10=8.5 0.5% SLOPE INSTALL PIPE ON 3 6 REMOVE FLOWABLE FILLRETAIN EXTEND 15" RCP COLLAR & 2GI 2GI 2GI 2GI 2GI 2GI JB w/MH REMOVE REMOVE 2GI 2GI 2GI2GI 2GI REMOVE REMOVE 15" 15" RCP-IV 18" RCP-IV 18" RCP-V 15" RCP-V 15" RCP-V 36" RCP-IIIHW C C F C F (SEE DETAIL B) SPECIAL CUT DITCH C C C C C Adj. 2GI FS 42’-15" RCP REMOVE 2GI FS 2GI FS (SEE DETAIL K) SPECIAL CUT 4’ BASE DITCH 15" RCP-IV INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEELSEE DETAIL 2076A INLET CHANNEL TYPICAL (SEE DETAIL F) TOE PROTECTION -SR1- +94 END SBG -SR1- +77 BEGIN SBG (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH BOX CULVERT RETAIN & EXTEND EXISTING BOX CULVERTRETAIN & EXTEND EXISTING TOE PROTECTION (SEE DETAIL F)2@6’x6’ RCBC1@5’x6’ &EXTEND(SEE DETAIL BT) SPECIAL CUT 8’ BASE DITCH (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL AD) 8’ BASE DITCH SPECIAL CUT Not Available 36" CSP 24" CSP UZZLE MITIGATION SITE BY OTHERS FOR DS CHANNEL CONSTRUCTED FILLED BY OTHERS EXISTING CHANNEL C C C C C C C C C C C C F F F F F F F F F F F F C C C C C C F F F F F C C F F C C C C C C C C C C C C F F F F F F F F F F F 35+00 40+00 45+00NAD 83/ NA 2011-L- -SR1- 20+00 25+00 30+00 35+00 -SR2-PS2’SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_06_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.MATCHLINE -L- STA. 47+00 SEE SHEET 7MATCHLINE -L- STA. 34+00 SEE SHEET 56 FOR -L- PROFILE, SEE SHEET: 28 FOR -SR1- PROFILE, SEE SHEET: 47 FOR -SR2- PROFILE, SEE SHEET: 49 & 50 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAMES ON PARCEL NO. 3 & 5. BAMSITE 1 SITE 1B SITE 1A v v vMTL POLE 4" PVC W/ CONC 4" PVC W/ CONC R/R TIES CONC R/R TIES GATE 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS 72" CHL & 3SBW 72" CHL & 3SBW TOP=241.50’ INV=245.94’ TOP=248.42’ INV=257.29’ TOP=256.93’ INV=254.00’ DI INV OUT=254.51’ 18" RCP DI INV OUT=246.62’ 18" RCP INV OUT=236.86’ DI 8" CONC WW 8" CONC WW 18" CONC HW GATE 72" CHL & 3SBW48" WW & 1SBW 36" WW & 1SBW48" 4SBW1.5SMTL BUS WOODS 8" CONC WW 18" CONC HW 48" WW & 1SBW 8" CONC WW48" WW & 1SBW 5 6 7 8 9 10 11 DRAIN 12" TRENCH DEBRIS FULL OF DRAIN 12" TRENCH DEBRIS FULL OF TOP=260.50’ INV OUT=258.92’ DI INV=256.00’ INV=259.18’ FES FES CONC CONC CONC CONC DITCH CONC DITCH E IP EIP R/W MON R/W MON R/W MON EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W CUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 LITTLE POPLAR CREEK (3)72"X72" CONC BOX CULVERT #2 EOI T T HH T TT MTR 25 PR 25 PR 100 PR 100 PR 24 FO 24 FO 24 FO 12" DI 12" DI 20" STEEL10" STEELUS HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND v v vMTL POLE 4" PVC W/ CONC 4" PVC W/ CONC R/R TIES CONC R/R TIES GATE 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS 72" CHL & 3SBW 72" CHL & 3SBW TOP=241.50’ INV=245.94’ TOP=248.42’ INV=257.29’ TOP=256.93’ INV=254.00’ DI INV OUT=254.51’ 18" RCP DI INV OUT=246.62’ 18" RCP INV OUT=236.86’ DI 8" CONC WW 8" CONC WW 18" CONC HW GATE 72" CHL & 3SBW48" WW & 1SBW 36" WW & 1SBW48" 4SBW1.5SMTL BUS WOODS 8" CONC WW 18" CONC HW 48" WW & 1SBW 8" CONC WW48" WW & 1SBW 5 6 7 8 9 10 11 DRAIN 12" TRENCH DEBRIS FULL OF DRAIN 12" TRENCH DEBRIS FULL OF TOP=260.50’ INV OUT=258.92’ DI INV=256.00’ INV=259.18’ FES FES CONC CONC CONC CONC DITCH CONC DITCH E IP EIP R/W MON R/W MON R/W MON EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W CUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 LITTLE POPLAR CREEK (3)72"X72" CONC BOX CULVERT #2 EOI T T HH T TT MTR 25 PR 25 PR 100 PR 100 PR 24 FO 24 FO 24 FO 12" DI 12" DI 20" STEEL10" STEELUS HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED DAYCO HOLDINGS LLC POPLAR CREEK DEVELOPMENT CO LANCASTER BOYD SALLIE JANE WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND 2GI REMOVE 18" RCP-V C F (SEE DETAIL F) TOE PROTECTION -SR1- +94 END SBG 2@6’x6’ RCBC1@5’x6’ &EXTEND24" CSP F F F F F C 25+00 48" WW & 1SBW WOODS WOODS 8" CONC WW 18" CONC HW 48" WW & 1SBW 8" CONC WW48" WW & 1SBW 11 EIP CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 48" WW & 1SBW WOODS WOODS 8" CONC WW 18" CONC HW 48" WW & 1SBW 8" CONC WW48" WW & 1SBW 11 EIP CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 V10=1.3 n=0.065 Q10=13.4 2GI JB w/MH 2GI 15" RCP-IV 15" RCP-V 15" RCP-IV BOX CULVERT RETAIN & EXTEND EXISTING 36" CSP F F F F F Fv4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS 8" CONC WW 8" CONC WW WOODS R/W MON R/W MONCUL1CUL2CUL3CUL4CUL5CUL6CE1HW1 LITTLE POPLAR CREEK 100 PRv4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS 8" CONC WW 8" CONC WW WOODS R/W MON R/W MONCUL1CUL2CUL3CUL4CUL5CUL6CE1HW1 LITTLE POPLAR CREEK 100 PR CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_06_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 6 OF 53 PERMIT DRAWING 2x 2x (-)200 (-)150 (-)100 (-)50 50 100 150 200 TO ALIGNMENT 3:1 SLOPES NORMAL 100YR. W.S. ELEV.=238.7’ 50YR. W.S. ELEV.=238.3’ WS PROFILE (DATE OF SURVEY 4/ 18 /2017) PROPOSED ROADWAY SECTION o TB LT TB RT TB LT TB RT PROPOSED STREAM BED CHANNEL CENTERLINE) (CUT ALONG EXISTING EXISTING STREAM BED AT EXISTING CULVERT INLET NWS (DATE OF SURVEY 4/ 18 /2017) = 233.2’ EXTEND EXISTING 5’X6’ (LT BRL), 6’X6’ (CENTER & RT BRL) RCBC PROP. GRADE = 248.13’ SKEW = 89 31’ 50" (EXISTING SKEW) -L- STA. 45+66.22 79’-7"73’-10" EXISTING STREAM BED NATURAL GROUND NATURAL GROUND CL 250 240 230 260 220 (-)0.43% SLOPE = (-)0.84% SLOPE = SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600 CSR 45+66 -L-.dgnFBrooks1/21/2019GRAPHIC SCALE 0’60’120’180’60’ SHEET 7 OF 53 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 240 240 250 250 260 260 270 270 280 280 290 290 300 300 45+00.00 230 230 240 240 250 250 45+50.00 230 230 240 240 250 250 46+00.00 X-12W-5600 -L- 5 10 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019WETLANDS WETLANDS WETLANDSWETLANDS WETLANDS WETLANDS SHEET 8 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 238.77 0.0250.025 3:1 -SR1- STA 26+14.51 PGL = 245.84 240.30 -SR2- STA 37+65.70 PGL = 248.50 0.025 3:10.025 242.33 6:1 0.030 5 .69 :1 0.030 245.40 236.32 0.0250.025 3:1 -SR1- STA 26+63.94 PGL = 246.18 238.67 -SR2- STA 38+16.27 PGL = 248.80 0.025 3:10.025 242.61 6:1 0.030 5 .69 :1 0.030 245.69 237.50 0.0250.025 3:1 -SR1- STA 27+13.37 PGL = 246.60 239.54 -SR2- STA 38+66.84 PGL = 249.24 0.025 3:10.025 243.14 6:1 0.030 5 .69 :1 0.030 246.12 RIP RAP CONC S S 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 72" CHL & 3 SBW72" CHL & 3SBW 48" 5SBW GR GR GR CABLE CABLE 48" WW & 1SBW CARPORT MTL 1SMTL BUS CABLECONC17 18 103 104 105 107 106 108GR GR CONC CONC CONC CONC CONC TUCKER U. TWISDALEEIP EIP EIP R/W MON EXISTING R/W EXISTING R/W EXI STI NG R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EIP T T EOI MTR EOI EOI 100 PR 100 PR 100 PR 100 PR 100 PR 200 PR 200 PR 200 PR 12" DI UZZIE DR 21’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY META DR 20’ PAVED ROADWAY UZZIE INDUSTRIAL DR VAR PAVED ROADWAYPAVED PAVED 21’ PAVED ROADWAY UZZIE DR DOUBLE Z FARMS LIMITED PARTNERSHIP DOUBLE Z FARMS LIMITED PARTNERSHIP ROBERT H. BLASI G&C PROPERTIES AND INVESTMENTS LLC DONALD R. BASINGER SR 2573 META DR 20’ PAVED ROADWAY SR 2573 1SMTL BUS 81 262.28 NS WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND MATCHLINE -L- STA. 73+00 SEE SHEET 9MATCHLINE -L- STA. 60+00 SEE SHEET 78 FOR -L- PROFILE, SEE SHEET: 29 FOR -SR2- PROFILE, SEE SHEET: 51 FOR -SR1- PROFILE, SEE SHEET: 48 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 5. BAMSITE 2 vvv24" RCP 24" RCP 24" RCP 24" RCP RIP RAP W. CONC 4" PVC CONC 4" PVC W/ CONC S S 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 72" CHL & 3 SBW15" RCP 15" RCP 15" RCP72" CHL & 3SBW 15" RCP 18" RCP 48" 5SBW INV=244.43’ TOP=246.96’ INV=250.68’ INV=248.05’ INV=249.93’ INV=248.71’ INV=250.05’ TOP=253.43’ INV=250.73’ INV=249.94’ INV=252.58’ INV=253.06’ INV=251.04’ TOP=253.69’ TOP=256.68’ TOP=257.74’ INV=257.13’ INV IN=253.67’ INV OUT=253.65’ DI INV IN=252.51’ INV OUT=252.39’ DI DI INV IN=251.11’ INV OUT=251.10’ DI INV OUT=250.58’ 15" RCP DI INV OUT=244.45’ GR GR GR CABLE CABLE 48" WW & 1SBW CARPORT MTL 1SMTL BUS CABLECONC17 18 103 104 105 107 106 108GR GR FES CONC CONC CONC CONC CONC 18" RCP TUCKER U. TWISDALEEIP EIP EIP R/W MON EXISTING R/W EXISTING R/W EXI STI NG R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EIP T T EOI MTR EOI EOI 100 PR 100 PR 100 PR 100 PR 100 PR 200 PR 200 PR 200 PR 12" DI UZZIE DR 21’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY META DR 20’ PAVED ROADWAY UZZIE INDUSTRIAL DR VAR PAVED ROADWAYPAVED PAVED 21’ PAVED ROADWAY UZZIE DR DOUBLE Z FARMS LIMITED PARTNERSHIP DOUBLE Z FARMS LIMITED PARTNERSHIP ROBERT H. BLASI G&C PROPERTIES AND INVESTMENTS LLC DONALD R. BASINGER SR 2573 META DR 20’ PAVED ROADWAY SR 2573 1SMTL BUS 81 262.28 NS WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND REMOVE 2GI 2GI REMOVE REMOVE FLOWABLE FILLREMOVE REMOVE Adj. DI Adj. 2GI 2GI-A 2GI-A18" RCP- III 24" 24" FS Adj. 2GI FS FS 2GI FS FS FS REMOVE 15" REMOVE INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEELV10=1.1 n=0.065 Q10=5.9 FLOWABLE FILLRETAIN RETAIN RETAIN RETAIN (SEE DETAIL F) TOE PROTECTION COLLAR AND EXTEND GRADE=0.3% (SEE DETAIL xx) STANDARD 3’ BASE DITCH COLLAR AND EXTEND 2 4 "24"(SEE DETAIL BN)SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL AS) (SEE DETAIL G) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AS) INV=251.04’ FES COLLAR AND EXTEND O 2 4 " HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION 18" RCP-V 18" RCP-V 5 8 8 9 10 11 12vv v24" RCP 24" RCP 24" RCP 24" RCP W. CONC 4" PVC 4" PVC W/ CONC 4" PVC W/ CONC 15" RCP 15" RCP 15" RCP15" RCP 18" RCP INV=244.43’ TOP=246.96’ INV=250.68’ INV=248.05’ INV=249.93’ INV=248.71’ INV=250.05’ TOP=253.43’ INV=250.73’ INV=249.94’ INV=252.58’ INV=253.06’ INV=251.04’ TOP=253.69’ TOP=256.68’ TOP=257.74’ INV=257.13’ INV IN=253.67’ INV OUT=253.65’ DI INV IN=252.51’ INV OUT=252.39’ DI DI INV IN=251.11’ INV OUT=251.10’ DI INV OUT=250.58’ 15" RCP DI INV OUT=244.45’ FES 18" RCP INV=251.04’ FES F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C F F F C F F F F F F F F C C C C C C C C C C C C C C C C C F 65+00 70+00 45+00 50+00 NAD 83/ NA 2011-SR1- -L- 55+00 60+00 65+00 -SR2- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_08.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F55+00 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_08.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 9 OF 53 PERMIT DRAWING WETLAND DENOTES FILL INFF 5x F C C RIP RAP CONC S S 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 72" CHL & 3 SBW72" CHL & 3SBW 48" 5SBW GR GR GR CABLE CABLE 48" WW & 1SBW CARPORT MTL 1SMTL BUS CABLECONC17 18 103 104 105 107 106 108GR GR CONC CONC CONC CONC CONC TUCKER U. TWISDALEEIP EIP EIP R/W MON EXISTING R/W EXISTING R/W EXI STI NG R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EIP T T EOI MTR EOI EOI 100 PR 100 PR 100 PR 100 PR 100 PR 200 PR 200 PR 200 PR 12" DI UZZIE DR 21’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY META DR 20’ PAVED ROADWAY UZZIE INDUSTRIAL DR VAR PAVED ROADWAYPAVED PAVED 21’ PAVED ROADWAY UZZIE DR DOUBLE Z FARMS LIMITED PARTNERSHIP DOUBLE Z FARMS LIMITED PARTNERSHIP ROBERT H. BLASI G&C PROPERTIES AND INVESTMENTS LLC DONALD R. BASINGER SR 2573 META DR 20’ PAVED ROADWAY SR 2573 1SMTL BUS 81 262.28 NS WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND MATCHLINE -L- STA. 73+00 SEE SHEET 9MATCHLINE -L- STA. 60+00 SEE SHEET 78 FOR -L- PROFILE, SEE SHEET: 29 FOR -SR2- PROFILE, SEE SHEET: 51 FOR -SR1- PROFILE, SEE SHEET: 48 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 5. BAMSITE 2 vvv24" RCP 24" RCP 24" RCP 24" RCP RIP RAP W. CONC 4" PVC CONC 4" PVC W/ CONC S S 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 72" CHL & 3 SBW15" RCP 15" RCP 15" RCP72" CHL & 3SBW 15" RCP 18" RCP 48" 5SBW INV=244.43’ TOP=246.96’ INV=250.68’ INV=248.05’ INV=249.93’ INV=248.71’ INV=250.05’ TOP=253.43’ INV=250.73’ INV=249.94’ INV=252.58’ INV=253.06’ INV=251.04’ TOP=253.69’ TOP=256.68’ TOP=257.74’ INV=257.13’ INV IN=253.67’ INV OUT=253.65’ DI INV IN=252.51’ INV OUT=252.39’ DI DI INV IN=251.11’ INV OUT=251.10’ DI INV OUT=250.58’ 15" RCP DI INV OUT=244.45’ GR GR GR CABLE CABLE 48" WW & 1SBW CARPORT MTL 1SMTL BUS CABLECONC17 18 103 104 105 107 106 108GR GR FES CONC CONC CONC CONC CONC 18" RCP TUCKER U. TWISDALEEIP EIP EIP R/W MON EXISTING R/W EXISTING R/W EXI STI NG R/WEXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EIP T T EOI MTR EOI EOI 100 PR 100 PR 100 PR 100 PR 100 PR 200 PR 200 PR 200 PR 12" DI UZZIE DR 21’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY META DR 20’ PAVED ROADWAY UZZIE INDUSTRIAL DR VAR PAVED ROADWAYPAVED PAVED 21’ PAVED ROADWAY UZZIE DR DOUBLE Z FARMS LIMITED PARTNERSHIP DOUBLE Z FARMS LIMITED PARTNERSHIP ROBERT H. BLASI G&C PROPERTIES AND INVESTMENTS LLC DONALD R. BASINGER SR 2573 META DR 20’ PAVED ROADWAY SR 2573 1SMTL BUS 81 262.28 NS WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND 245 245245250250250250250250250 250250250250250 250 250 250250250 250250250255255255255255255255255255255255255 255 255 255255255255255255255255255 2 552552 5 5255 255255 255255255255 255255 255 255 255255260260260260260260260260 260 260260 REMOVE 2GI 2GI REMOVE REMOVE FLOWABLE FILLREMOVE REMOVE Adj. DI Adj. 2GI 2GI-A 2GI-A18" RCP- III 24" 24" FS Adj. 2GI FS FS 2GI FS FS FS REMOVE 15" REMOVE INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEELV10=1.1 n=0.065 Q10=5.9 FLOWABLE FILLRETAIN RETAIN RETAIN RETAIN (SEE DETAIL F) TOE PROTECTION COLLAR AND EXTEND GRADE=0.3% (SEE DETAIL xx) STANDARD 3’ BASE DITCH COLLAR AND EXTEND 2 4 "24"(SEE DETAIL BN)SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL AS) (SEE DETAIL G) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AS) INV=251.04’ FES COLLAR AND EXTEND O 2 4 " HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION 18" RCP-V 18" RCP-V 5 8 8 9 10 11 12vv v24" RCP 24" RCP 24" RCP 24" RCP W. CONC 4" PVC 4" PVC W/ CONC 4" PVC W/ CONC 15" RCP 15" RCP 15" RCP15" RCP 18" RCP INV=244.43’ TOP=246.96’ INV=250.68’ INV=248.05’ INV=249.93’ INV=248.71’ INV=250.05’ TOP=253.43’ INV=250.73’ INV=249.94’ INV=252.58’ INV=253.06’ INV=251.04’ TOP=253.69’ TOP=256.68’ TOP=257.74’ INV=257.13’ INV IN=253.67’ INV OUT=253.65’ DI INV IN=252.51’ INV OUT=252.39’ DI DI INV IN=251.11’ INV OUT=251.10’ DI INV OUT=250.58’ 15" RCP DI INV OUT=244.45’ FES 18" RCP INV=251.04’ FES F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C F F F C F F F F F F F F C C C C C C C C C C C C C C C C C F 65+00 70+00 45+00 50+00 NAD 83/ NA 2011-SR1- -L- 55+00 60+00 65+00 -SR2- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_08_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F55+00 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_08_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 10 OF 53 PERMIT DRAWING WETLAND DENOTES FILL INFF 5x F C C 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 250 250 260 260 270 270 61+50.00 250 250 260 260 270 270 62+00.00 250 250 260 260 270 270 62+50.00 250 250 260 260 270 270 63+00.00 X-19W-5600 -L- 5 10 WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 11 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 262.27 0.0250.025 -SR1- STA 42+66.82 PGL = 262.48 258.343:14:1 256.66 -SR2- STA 54+14.59 PGL = 257.12 0.0300.030 4 :1 3:1 252.82 258.81 5.41:1 0.040 6 :1 0.040 6 :1 4:14:1 4:1 259.55 261.50 0.0250.0254:1 -SR1- STA 43+17.72 PGL = 261.70 258.143:1255.78 -SR2- STA 54+63.63 PGL = 256.46 0.0300.030 4:1 3:1 251.89 257.92 5.41:1 0.040 6 :1 0.040 6 :1 4:1 4 :1 4:1 258.95 260.65 0.0250.0254:1 -SR1- STA 43+68.62 PGL = 260.88 257.933:1255.48 -SR2- STA 55+12.67 PGL = 256.03 0.0300.030 4:1 3:1 250.97 257.42 5.41:1 0.040 6 :1 0.040 6 :1 4:1 4 :14:1 258.35 259.82 0.0250.0254:1 3:1257.73 -SR1- STA 44+19.51 PGL = 260.08 255.45 -SR2- STA 55+61.71 PGL = 255.85 0.0300.030 4 :13:1 251.28 257.07 5.41:1 0.040 6 :1 0.040 6 :1 4:14:1 4:1 257.75 V10=3.5 n=0.065 Q10=88 V10=3.2 n=0.045 Q10=58.4 V10=1.8 fps n=0.065 Q10=45 cfs MATCHLINE -L- STA. 86+00 SEE SHEET 10MATCHLINE -L- STA. 73+00 SEE SHEET 89 FOR -L- PROFILE, SEE SHEET: 29 FOR -SR2- PROFILE, SEE SHEET: 51 FOR -SR1- PROFILE, SEE SHEET: 48 & 49 FOR -Y4- PROFILE, SEE SHEET: 38 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 3A SITE 4A SITE 3 SITE 4 SITE 4B vvvv 15" RCP R061PP CONC R IP RAP 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W / CONC BILLBOARD WOODS WOODS WOODS WOODS WOODS 48" WW & 1SBW 72" CHL & 3 SBWWOODS WOODS WOODS INV=233.46’ TOP=241.45’ INV=233.84’ INV=234.39’ TOP=242.49’ INV=235.19’ INV=244.43’ TOP=246.96’ 15" RCP INV OUT=244.45’ 36" RCP 36" RCP DI INV IN=234.84’ INV OUT=234.54’ 12" CONC HW DI INVERTS INACC.BOTTOM=233.89’ 42" RCP 42" RCP 12" CONC HWGR GR GR 1SMTL BUS 48" WW & 1SBW 48" WW & 1SBW BILLBOARD 48" WW & 1SBW 19 20 21 24 25 26 109 110 111 112 24" RCP INV=235.23’ INV=235.80’ GR GR GR FES CONC CONC WITH ALARMSEPTIC TANK LID 4" ROOF DRAIN R/W MON EIP EXISTING R/W EXISTING R/W EXISTING R/W E XIS TIN G R/WEXISTING R/W EXISTING R/W E XIS TI NG R/WE XIS TI N G R/WEXISTING R/WEXISTING R/W EXISTING R/W DOUBLE Z FARMS LIMITED PARTNE R S HIP 110’ POW ER EA SEM EN TPOW ER EA SEM EN T36" RCP INV=236.22’ INV=236.85’ T EOI MTR 16 " DI 2 5 P R25 PR 100 PR 100 PR 200 PR 7 2 F O12" DI 12" DI 12" PVC DATUR S R 19 13 WI L S ON MI L L S RD VAR P AVE D ROADWAYRICKEY D. BATTEN WORTH M. POUNDS PATTIE B. PROCTOR PATTIE B. PROCTOR DOUBLE Z FARMS LIMITED PARTNERSHIP 82239.49 NS WOODS EXISTING R/W WOODS E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED* * * * ** * ** * * 12 13 15 16 17 Adj. 2GI COLLAR AND EXTEND RETAIN RETAIN HW RETAIN 2GI JB w/MH Adj. 2GI RETAIN HW RETAIN JB w/Slab Lid RETAIN FS 24"2GI-A 15"36" RCP- I I I15" RCP-V 18" RCP-V CC C 2GI 2GI C C C C C C C FS HW 42" RCP-III(SEE DETAIL N) LATERAL 8’ BASE DITCH REMOVE RETAIN EXISTING DITCH RETAIN EXISTING DITCH (SEE DETAIL F) TOE PROTECTION INSTALLATION TRENCHLESS18" WELDED STEEL15" CLASS B RR (SEE DETAIL M) LATERAL 3’ BASE DITCH CLASS B RIP RAP (SEE DETAIL I) 8’ BASE DITCH SPECIAL CUTBURIED 0.7’42" RCP- I I I Grass Steep Slopes 1.05 Ac TOTAL 7.87 Ac FLOWABLE FILL(SEE DETAIL M) LATERAL 3’ BASE DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AS)BURIED 0.6’36" RCP-IV(SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL N) LATERAL 8’ BASE DITCH JB w/Slab Lid 42" RCP-III(SEE DETAIL F) TOE PROTECTION F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C F C F C F C F C F C F C F C F C F C F F F F F F C C CC F CFCFCFCFCFF F F F F F F F F F F C F C F F F F F F F F F F F F F F F F F F F F F C C C C C C 75+00 80+00 85+00 55+00 60+00 65+00NAD 83/ NA 2 0 1 1-SR1- -Y4 - -L- 70+00 75+00 -SR2- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_09.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F F F F F 75+00 C WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_09.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 12 OF 53 PERMIT DRAWING T T FILL IN WETLAND DENOTES TEMPORARY FILL IN WETLANDS FILL IN WETLANDSFILL IN WETLANDS 2x 2x 2x TEMP. SURFACE WATER IMPACTSTEMP SURFACE WATER IMPACTS TEMP SURFACE WATER IMPACTS IMPACTS IN SURFACE WATERIMPACTS IN SURFACE WATER V10=3.5 n=0.065 Q10=88 V10=3.2 n=0.045 Q10=58.4 V10=1.8 fps n=0.065 Q10=45 cfs MATCHLINE -L- STA. 86+00 SEE SHEET 10MATCHLINE -L- STA. 73+00 SEE SHEET 89 FOR -L- PROFILE, SEE SHEET: 29 FOR -SR2- PROFILE, SEE SHEET: 51 FOR -SR1- PROFILE, SEE SHEET: 48 & 49 FOR -Y4- PROFILE, SEE SHEET: 38 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 3A SITE 4A SITE 3 SITE 4 SITE 4B vvvv 15" RCP R061PP CONC R IP RAP 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W / CONC BILLBOARD WOODS WOODS WOODS WOODS WOODS 48" WW & 1SBW 72" CHL & 3 SBWWOODS WOODS WOODS INV=233.46’ TOP=241.45’ INV=233.84’ INV=234.39’ TOP=242.49’ INV=235.19’ INV=244.43’ TOP=246.96’ 15" RCP INV OUT=244.45’ 36" RCP 36" RCP DI INV IN=234.84’ INV OUT=234.54’ 12" CONC HW DI INVERTS INACC.BOTTOM=233.89’ 42" RCP 42" RCP 12" CONC HWGR GR GR 1SMTL BUS 48" WW & 1SBW 48" WW & 1SBW BILLBOARD 48" WW & 1SBW 19 20 21 24 25 26 109 110 111 112 24" RCP INV=235.23’ INV=235.80’ GR GR GR FES CONC CONC WITH ALARMSEPTIC TANK LID 4" ROOF DRAIN R/W MON EIP EXISTING R/W EXISTING R/W EXISTING R/W E XIS TIN G R/WEXISTING R/W EXISTING R/W E XIS TI NG R/WE XIS TI N G R/WEXISTING R/WEXISTING R/W EXISTING R/W DOUBLE Z FARMS LIMITED PARTNE R S HIP 110’ POW ER EA SEM EN TPOW ER EA SEM EN T36" RCP INV=236.22’ INV=236.85’ T EOI MTR 16 " DI 2 5 P R25 PR 100 PR 100 PR 200 PR 7 2 F O12" DI 12" DI 12" PVC DATUR S R 19 13 WI L S ON MI L L S RD VAR P AVE D ROADWAYRICKEY D. BATTEN WORTH M. POUNDS PATTIE B. PROCTOR PATTIE B. PROCTOR DOUBLE Z FARMS LIMITED PARTNERSHIP 82239.49 NS 235235235235 235235 235235235235235235235235 235 235 235235235 235 235 240240 240 240 240 240 240240240 240 240 240240240240 240 240240240 240240 240240240240 240240240 240240 240 2 4 0240240240240240 2 4 0240240240 240 240240245245 245 245 245 245 245245245 245245245245245245 245 245 245 245245245 245 2452452452 4 5 245245 245WOODS EXISTING R/W WOODS E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND CLEARING DENOTES MECHANIZED* * * * ** * ** * * 12 13 15 16 17 Adj. 2GI COLLAR AND EXTEND RETAIN RETAIN HW RETAIN 2GI JB w/MH Adj. 2GI RETAIN HW RETAIN JB w/Slab Lid RETAIN FS 24"2GI-A 15"36" RCP- I I I15" RCP-V 18" RCP-V CC C 2GI 2GI C C C C C C C FS HW 42" RCP-III(SEE DETAIL N) LATERAL 8’ BASE DITCH REMOVE RETAIN EXISTING DITCH RETAIN EXISTING DITCH (SEE DETAIL F) TOE PROTECTION INSTALLATION TRENCHLESS18" WELDED STEEL15" CLASS B RR (SEE DETAIL M) LATERAL 3’ BASE DITCH CLASS B RIP RAP (SEE DETAIL I) 8’ BASE DITCH SPECIAL CUTBURIED 0.7’42" RCP- I I I Grass Steep Slopes 1.05 Ac TOTAL 7.87 Ac FLOWABLE FILL(SEE DETAIL M) LATERAL 3’ BASE DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AS)BURIED 0.6’36" RCP-IV(SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL N) LATERAL 8’ BASE DITCH JB w/Slab Lid 42" RCP-III(SEE DETAIL F) TOE PROTECTION F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C F C F C F C F C F C F C F C F C F C F F F F F F C C CC F CFCFCFCFCFF F F F F F F F F F F C F C F F F F F F F F F F F F F F F F F F F F F C C C C C C 75+00 80+00 85+00 55+00 60+00 65+00NAD 83/ NA 2 0 1 1-SR1- -Y4 - -L- 70+00 75+00 -SR2- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_09_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F F F F F 75+00 C WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_09_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 13 OF 53 PERMIT DRAWING T T FILL IN WETLAND DENOTES TEMPORARY FILL IN WETLANDS FILL IN WETLANDSFILL IN WETLANDS 2x 2x 2x TEMP SURFACE WATER IMPACTS IMPACTS IN SURFACE WATER TEMP SURFACE WATER IMPACTS IMPACTS IN SURFACE WATER TEMP SURFACE WATER IMPACTS 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 240 240 250 250 79+50.00 240 240 250 250 80+00.00 240 240 250 250 80+50.00 240 240 250 250 81+00.00 240 240 250 250 81+50.00 X-26W-5600 -L- 5 10 WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 14 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 237.88 -SR2- STA 71+85.56 PGL = 243.59 3:13:1 233.90 0.030 3:10.030 3:13:1 233.90 243.25 5.41:1 0.040 6 :1 0.040 4:1 243.41 238.13 -SR2- STA 72+34.83 PGL = 243.62 0.030 3:10.030 243.10 5.41:1 0.040 6 :1 0.0404:1 243.45 238.31 -SR2- STA 72+84.11 PGL = 243.58 0.030 3:10.030 242.90 5.41:1 0.040 6 :1 0.0404:1 243.41 238.41 -SR2- STA 73+33.38 PGL = 243.46 0.030 3:10.030 242.68 5.41:1 0.040 6 :1 0.0404:1 243.31 238.85 -SR2- STA 73+82.65 PGL = 243.31 0.030 3:10.030 242.53 5.41:1 0.040 6 :1 0.0404:1 243.16 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 240 240 250 250 82+00.00 240 240 250 250 82+50.00 230 230 240 240 250 250 83+00.00 230 230 240 240 250 250 83+50.00 230 230 240 240 250 250 84+00.00 X-27W-5600 -L- 5 10 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 15 OF 53 PERMIT DRAWING 0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 238.55 -SR2- STA 74+31.92 PGL = 243.16 0.030 3:10.030 242.29 5.41:1 0.040 6 :1 0.040 5:1 243.01 238.66 -SR2- STA 74+81.19 PGL = 243.02 0.030 3:10.030 242.03 5.41:1 0.040 6 :1 0.040 4.28:1 242.86 237.34 -SR2- STA 75+30.47 PGL = 242.87 0.030 3:10.030 241.78 5.41:1 0.040 6 :1 0.040 3.95:1 242.71 238.33 -SR2- STA 75+79.74 PGL = 242.72 0.0300.030 3:13:1 236.44241.46 5.41:1 0.040 6 :1 0.040 4.05:1 242.56 238.56 -SR2- STA 76+29.01 PGL = 242.57 0.0300.030 3:13:1 236.59 242.14 5.41:1 0.040 6 :1 0.040 3.57:1 242.41 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 240 240 250 250 64+00.00 240 240 250 250 64+50.00 240 240 250 250 65+00.00 240 240 250 250 65+50.00 240 240 250 250 66+00.00 240 240 66+50.00 X-164W-5600 -SR1- 5 10 240 67+00.00 240 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 16 OF 53 PERMIT DRAWING P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_SR01.dgnFBrooks1/21/20190 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 241.31 0.025 3:10.0254:1 -SR1- STA 64+00.00 PGL = 243.74R W C A 241.83 0.025 3:10.0254:1 -SR1- STA 64+50.00 PGL = 243.38R W 242.17 0.025 3:10.0254:1 -SR1- STA 65+00.00 PGL = 242.87 R W R W R W 241.42 0.025 3.12:10.0254:1 -SR1- STA 65+50.00 PGL = 242.28 R W R W E EX PUE 241.26 0.025 4. 0 1 :1 0.0254:1 -SR1- STA 66+00.00 PGL = 241.70 R W R W E EX PUE 241.07 0.0250.0254:1 235.923:14:1 3:1235.92 241.00 0.0330.0203.97:1 W W 241.00 0.0330.0203.97:1 241.07 0.0250.0254:1 235.923:1241.26 0.025 4. 0 1 :1 0.0254:1 -SR1- STA 66+00.00 PGL = 241.70 241.42 0.025 3.12:10.0254:1 -SR1- STA 65+50.00 PGL = 242.28 242.17 0.025 3:10.0254:1 -SR1- STA 65+00.00 PGL = 242.87 241.83 0.025 3:10.0254:1 -SR1- STA 64+50.00 PGL = 243.38 241.31 0.025 3:10.0254:1 -SR1- STA 64+00.00 PGL = 243.74 V10=2.1 n=0.065 Q10=68 n=0.065 V10=1.1 Q10=7.6 V2=1.0 Q2=5.8 MATCHLINE -L- STA. 112+00 SEE SHEET 11MATCHLINE -L- STA. 125+00 SEE SHEET 1312 FOR -L- PROFILE, SEE SHEET: 31 FOR -SR3- PROFILE, SEE SHEET: 52 & 53 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMSITE 6 SITE 6A SITE 5 vvvvS RIP RAP4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS WOODSWOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW TOP=232.22’ INV=229.22’ TOP=233.72’ INV=229.98’ INV=229.20’ TOP=235.89’ INV=229.92’ DI 48" RCP10" CONC HW 48" RCP INVERTS INACC. BOTTOM=229.42’ 24" RCP 24" RCP DI INV IN=229.61’ INV OUT=229.52’ 8" CONC HW INV=229.21’ 15" RCP DI INV OUT=229.54’ WOODS WOODS WOODS WOODS RIP RAP CONCCONCCONC EIP 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 110’ POWER EASEMENT 110’ POWER EASEMENT 16" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY WAYNE N. STRICKLAND WAYNE N. STRICKLAND JCMLL HOLDINGS LLC VICTORIA LIPSCOMB TOLER FRANCIS KNOX TOLER & WIFE, V10=2.1 n=0.065 Q10=68 RIP RAP n=0.065 V10=1.1 Q10=7.6 V2=1.0 Q2=5.8 SITE 6A WOODS INV=229.22’ CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 22 23 24 23A Adj. 2GI RETAIN RETAIN RETAIN HW Adj. 2GI RETAIN RETAIN Adj. 2GI RETAIN 36" RCP-III36" RCP-IVC C C FS FS EQUALIZER FS EQUALIZER (SEE DETAIL F) TOE PROTECTION36" RCP-IIIEQUALIZERRETAIN HW (SEE DETAIL J) LATERAL 3’ BASE DITCH (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION TOE PROTECTION (SEE DETAIL F) C (SEE DETAIL A) SPECIAL CUT DITCH F (SEE DETAIL P) SPECIAL CUT 3’ BASE DITCH (SEE DETAIL O) SPECIAL CUT 3’ BASE DITCH F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 115+00 120+00 20+00 25+00 N A D 83/ N A 2011 -SR3- -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_12.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_12.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ T T FILL IN WETLAND DENOTES TEMPORARY SHEET 17 OF 53 PERMIT DRAWING FILL IN WETLAND HAND CLEARING IN WETLAND FILL IN WETLAND 3x 3x V10=2.1 n=0.065 Q10=68 n=0.065 V10=1.1 Q10=7.6 V2=1.0 Q2=5.8 MATCHLINE -L- STA. 112+00 SEE SHEET 11MATCHLINE -L- STA. 125+00 SEE SHEET 1312 FOR -L- PROFILE, SEE SHEET: 31 FOR -SR3- PROFILE, SEE SHEET: 52 & 53 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMSITE 6 SITE 6A SITE 5 vvvvS RIP RAP4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS WOODSWOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW TOP=232.22’ INV=229.22’ TOP=233.72’ INV=229.98’ INV=229.20’ TOP=235.89’ INV=229.92’ DI 48" RCP10" CONC HW 48" RCP INVERTS INACC. BOTTOM=229.42’ 24" RCP 24" RCP DI INV IN=229.61’ INV OUT=229.52’ 8" CONC HW INV=229.21’ 15" RCP DI INV OUT=229.54’ WOODS WOODS WOODS WOODS RIP RAP CONCCONCCONC EIP 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 110’ POWER EASEMENT 110’ POWER EASEMENT 16" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY WAYNE N. STRICKLAND WAYNE N. STRICKLAND JCMLL HOLDINGS LLC VICTORIA LIPSCOMB TOLER FRANCIS KNOX TOLER & WIFE,230230230230230230 2302 3 0 230 230 230230 230230 230 230230230230230 2 3 0230230 230 230 230 230 230230 230 230 230230 230230 230230230 2 3 0230 230230 2302302302 3 0 230 230235235 235235235235235235 235 235235235 235 235 235235 235235235 235 2 3 5 235 235235V10=2.1 n=0.065 Q10=68 RIP RAP n=0.065 V10=1.1 Q10=7.6 V2=1.0 Q2=5.8 SITE 6A WOODS INV=229.22’ CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 22 23 24 23A Adj. 2GI RETAIN RETAIN RETAIN HW Adj. 2GI RETAIN RETAIN Adj. 2GI RETAIN 36" RCP-III36" RCP-IVC C C FS FS EQUALIZER FS EQUALIZER (SEE DETAIL F) TOE PROTECTION36" RCP-IIIEQUALIZERRETAIN HW (SEE DETAIL J) LATERAL 3’ BASE DITCH (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION TOE PROTECTION (SEE DETAIL F) C (SEE DETAIL A) SPECIAL CUT DITCH F (SEE DETAIL P) SPECIAL CUT 3’ BASE DITCH (SEE DETAIL O) SPECIAL CUT 3’ BASE DITCH F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 115+00 120+00 20+00 25+00 N A D 83/ N A 2011 -SR3- -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_12_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_12_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ T T FILL IN WETLAND DENOTES TEMPORARY SHEET 18 OF 53 PERMIT DRAWING FILL IN WETLAND HAND CLEARING IN WETLAND FILL IN WETLAND 3x 3x 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 230 230 240 240 250 250 110+50.00 230 230 240 240 111+00.00 230 230 240 240 111+50.00 230 230 240 240 112+00.00 230 230 240 240 112+50.00 230 230 240 240 113+00.00 X-39W-5600 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 19 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 237.69 6:1 0.025 6 :1 0.025 5.61:1 5 :1 3:1237.19 230.96 237.44 6:1 0.025 6 :1 0.025 6:1 5 :1 3:1237.04 230.81 237.26 6:1 0.025 6 :1 0.025 5.76:1 5 :1 3:1236.89 230.66 237.19 6:1 0.025 6 :1 0.025 5.57:1 5 :1 3:1236.74 230.51 237.05 6:1 0.025 6 :1 0.025 5.57:1 5 :1 3:1 236.59 230.36 236.84 6:1 0.025 6 :1 0.025 5.20:1 5 :1 3:1 236.44 230.21 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 230 230 240 240 113+50.00 230 230 240 240 114+00.00 230 230 240 240 114+50.00 230 230 240 240 115+00.00 230 230 240 240 115+50.00 230 230 240 240 116+00.00 X-40W-5600 -L- 5 10 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 20 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 236.74 6:1 0.025 5 .58 :1 6 :1 0.025 6:1 236.29 236.29 6:1 0.025 5 .67 :1 6 :1 0.025 6:1 236.14 236.99 6:1 0.025 5 .96 :1 6 :1 0.025 6:1 235.99 236.42 6:1 0.025 5 :1 6 :1 0.025 6:1 235.84 236.12 6:1 0.025 5 :1 6 :1 0.025 6:1 235.69 235.90 6:1 0.025 5 :1 6 :1 0.0256:1 235.54 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 230 230 25+50.00 230 230 26+00.00 230 230 26+50.00 230 230 27+00.00 230 230 27+50.00 230 230 28+00.00 X-174W-5600 -SR3- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_SR03.dgnFBrooks1/21/2019SHEET 21 OF 53 PERMIT DRAWING 0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 229.21 0.025 3:10.025 3:1 W 228.81 0.025 3:10.025 3:1 W 228.22 0.025 3:10.025 3:1 W W 228.67 0.025 3:10.025 3:1 W R W 228.50 0.025 3:10.025 3:1 W R W 228.57 0.025 3:10.025 3:1 R W POND MATCHLINE -L- STA. 125+00 SEE SHEET 12MATCHLINE -L- STA. 138+00 SEE SHEET 1413 FOR -L- PROFILE, SEE SHEET: 31 FOR -SR3- PROFILE, SEE SHEET: 53 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMROW REVISION - 7/9/18 - ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMSITE 7vvv vvv 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP RIP RAP 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW WOODSWOODSWOODS WOODS INV=224.28’ INV=222.23’ INV=222.13’ TOP=227.86’ INV=220.68’ INV=220.26’ INV=225.23’ INV OUT=229.54’ 15" RCP 48" RCP 48" RCP DI 15" RCP 48" RCP48" RCP 8" CONC HW INV OUT=225.02’ CABLE CABLE CABLE WOODS 48" WW & 1SBW48" WW & 1SBW TOP=230.35’ DI INV OUT=226.98’ FES CONC CONC EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 110’ POWER EASEMENT 110’ POWER EASEMENT 15" RCP INV=222.72’ INV=221.80’ G R 16" DI JCMLL HOLDINGS LLC VICTORIA LIPSCOMB TOLER FRANCIS KNOX TOLER & WIFE, -L- STA. 134+00.00 BEGIN 300’ TAPER 24 23A Adj. 2GI RETAIN RETAIN HW RETAIN FS 2GI (SEE DETAIL J) LATERAL 3’ BASE DITCH REMOVE TRENCHLESS INSTALLATION 18" WELDED STEELHW ELEVATION 227.00’ TIE FILL SLOPE TO AT -L- 135+64 (89 RT)BURIED 0.7’42" RCP-IIIRETAIN FLOWABLE FILLREMOVE FS F C F C F C F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F C F C F F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C 130+00 135+00 30+00 35+00 40+00 N A D 83/ N A 2011 -SR3- -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_13.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_13.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 22 OF 53 PERMIT DRAWING POND MATCHLINE -L- STA. 125+00 SEE SHEET 12MATCHLINE -L- STA. 138+00 SEE SHEET 1413 FOR -L- PROFILE, SEE SHEET: 31 FOR -SR3- PROFILE, SEE SHEET: 53 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMROW REVISION - 7/9/18 - ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMSITE 7vvv vvv 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP RIP RAP 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW WOODSWOODSWOODS WOODS INV=224.28’ INV=222.23’ INV=222.13’ TOP=227.86’ INV=220.68’ INV=220.26’ INV=225.23’ INV OUT=229.54’ 15" RCP 48" RCP 48" RCP DI 15" RCP 48" RCP48" RCP 8" CONC HW INV OUT=225.02’ CABLE CABLE CABLE WOODS 48" WW & 1SBW48" WW & 1SBW TOP=230.35’ DI INV OUT=226.98’ FES CONC CONC EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 110’ POWER EASEMENT 110’ POWER EASEMENT 15" RCP INV=222.72’ INV=221.80’ G R 16" DI JCMLL HOLDINGS LLC VICTORIA LIPSCOMB TOLER FRANCIS KNOX TOLER & WIFE, 220 220 220220225225225225225 225 225225225225225 225225225 225 225225225225225 225 225225230230 230 230 230230230230 230 230230230230230230 230 230230 230 230 230230230230230230230230230230 230 230 2 30 230 235235235235235235-L- STA. 134+00.00 BEGIN 300’ TAPER 24 23A Adj. 2GI RETAIN RETAIN HW RETAIN FS CLASS B RIP RAP 2GI (SEE DETAIL J) LATERAL 3’ BASE DITCH REMOVE TRENCHLESS INSTALLATION 18" WELDED STEELHW CLASS B RIP RAP ELEVATION 227.00’ TIE FILL SLOPE TO AT -L- 135+64 (89 RT)BURIED 0.7’42" RCP-IIIRETAIN FLOWABLE FILLREMOVE EST 7 SY GEOTEXTILE EST. 3 TNS RIP RAP CLASS B RIP RAP FS F C F C F C F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F C F C F F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C 130+00 135+00 30+00 35+00 40+00 N A D 83/ N A 2011 -SR3- -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_13_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_13_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 23 OF 53 PERMIT DRAWING V10=1.2 n=0.045 Q10=2.5 MATCHLINE -L- STA. 138+00 SEE SHEET 13MATCHLINE -L- STA. 151+00 SEE SHEET 1514 FOR -L- PROFILE, SEE SHEET: 32 FOR -SR3- PROFILE, SEE SHEET: 53 & 54 FOR -Y7RPC- PROFILE, SEE SHEET: 42 SEE SHEET 15-SR3- STA. 54+00MATCHLINESEE SHEET 15-Y7RPC- STA. 23+50MATCHLINEFOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMROW REVISION-7/9/18-ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMSITE 8 SITE 9 SITE 8A SITE 8B SITE 10ASITE 10A vvv vvRIP RAP 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW RIP RAP BILLBOARD WOODS 48" WW & 1SBW WOODS 4" PVC W/ CONC WOODS WOODS WOODS WOODS WOODS WOODS TOP=195.50’ TOP=202.37’ TOP=203.88’ INV=208.25’ TOP=212.22’ INV=206.04’ INV=220.63’ TOP=222.96’ DI INV OUT=220.74’ 15" RCP DI INV IN=207.25’ INV OUT=207.16’ 36" RCP 36" RCP 8" CONC HW DI INV OUT=200.23’ DI 12" HDPE 18" RCP 18" RCP DI INV IN=200.99’ INV OUT=199.78’ INV IN(NW)=192.10’ INV IN(SW)=192.17’ INV OUT(SE)=191.60’ 15" RCP PIPE BURRIED PIPE DIRECTION GR GR G RGR GR 48" WW & 1SBW 33 34 35 12" HDPE INV=210.40’ INV=210.28’ CONCCONC CONC CONC EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W 110’ POWER EASEMENT 16" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY JCMLL HOLDINGS LLC JCMLL HOLDINGS LLCSITE 8A INV=206.04’ E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 24 23A FS 4OTCB Adj. 2GI RETAIN RETAIN REMOVE Adj. 2GI FLOWABLE FILLRETAIN FLOWABLE FILLREMOVE Adj. 2GI COLLAR AND EXTEND Adj. 2GI RETAIN 15" RCP-III 2GI-A 2GI-A FS 42" RCP-III42" RCP-III 42" 42"42"C C C FS FS 2GI-A FS FS HW (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION COLLAR AND EXTEND HW36" (S E E DE T AI L W) S P E CI AL CUT DI T CH w/ HI NGE (S E E DE T AI L A) S P E CI AL CUT DI T CHO C C C C C C C C F F F F F F C F C F C C C C C C C C C C C F C F C F C F C F C F CC C C C C C C C C C F C C F C F F F F F F F F F F F F F FFFFFFFFFCCCCCCCCCCCC C C C C C C C C C C C C C CCCCCCCCCCCCCCCCCCCCCCCC F140+00 145+00 150+00 N A D 83/ N A 2011 -L- 15+00 2 0 +0 0-Y 7R PC -45+00 50+00-SR3- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_14.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_14.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 24 OF 53 PERMIT DRAWING 3x V10=1.2 n=0.045 Q10=2.5 MATCHLINE -L- STA. 138+00 SEE SHEET 13MATCHLINE -L- STA. 151+00 SEE SHEET 1514 FOR -L- PROFILE, SEE SHEET: 32 FOR -SR3- PROFILE, SEE SHEET: 53 & 54 FOR -Y7RPC- PROFILE, SEE SHEET: 42 SEE SHEET 15-SR3- STA. 54+00MATCHLINESEE SHEET 15-Y7RPC- STA. 23+50MATCHLINEFOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMROW REVISION-7/9/18-ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMSITE 8 SITE 9 SITE 8A SITE 8B SITE 10ASITE 10A vvv vvRIP RAP 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 48" WW & 1SBW 48" WW & 1SBW RIP RAP BILLBOARD WOODS 48" WW & 1SBW WOODS 4" PVC W/ CONC WOODS WOODS WOODS WOODS WOODS WOODS TOP=195.50’ TOP=202.37’ TOP=203.88’ INV=208.25’ TOP=212.22’ INV=206.04’ INV=220.63’ TOP=222.96’ DI INV OUT=220.74’ 15" RCP DI INV IN=207.25’ INV OUT=207.16’ 36" RCP 36" RCP 8" CONC HW DI INV OUT=200.23’ DI 12" HDPE 18" RCP 18" RCP DI INV IN=200.99’ INV OUT=199.78’ INV IN(NW)=192.10’ INV IN(SW)=192.17’ INV OUT(SE)=191.60’ 15" RCP PIPE BURRIED PIPE DIRECTION GR GR G RGR GR 48" WW & 1SBW 33 34 35 12" HDPE INV=210.40’ INV=210.28’ CONCCONC CONC CONC EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W 110’ POWER EASEMENT 16" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY JCMLL HOLDINGS LLC JCMLL HOLDINGS LLCBL-123 190190190195195195 195200200200200200200205205205205205205205205205210210210210 210210210210 210210210 210210215215215 215 2152152152152152152152152152152152152152 15 215 215220220220 220 220 220220 220220220220220220 220220220 220 220 220 220 220 220 220 220 220225225225225225 225225225225225 225 225 SITE 8A INV=206.04’ E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 24 23A FS 4OTCB Adj. 2GI RETAIN RETAIN REMOVE Adj. 2GI FLOWABLE FILLRETAIN FLOWABLE FILLREMOVE Adj. 2GI COLLAR AND EXTEND Adj. 2GI RETAIN 15" RCP-III 2GI-A 2GI-A FS 42" RCP-III42" RCP-III 42" 42"42"C C C FS FS 2GI-A FS FS HW (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION (SEE DETAIL F) TOE PROTECTION COLLAR AND EXTEND HW36" (S E E DE T AI L W) S P E CI AL CUT DI T CH w/ HI NGE (S E E DE T AI L A) S P E CI AL CUT DI T CHO C C C C C C C C F F F F F F C F C F C C C C C C C C C C C F C F C F C F C F C F CC C C C C C C C C C F C C F C F F F F F F F F F F F F F FFFFFFFFFCCCCCCCCCCCC C C C C C C C C C C C C C CCCCCCCCCCCCCCCCCCCCCCCC F140+00 145+00 150+00 N A D 83/ N A 2011 -L- 15+00 2 0 +0 0-Y 7R PC -45+00 50+00-SR3- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_14_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_14_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 25 OF 53 PERMIT DRAWING 3x 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 90 90 100 100 110 110 120 120 130 130 140 140 150 150 210 210 220 220 144+00.00 200 200 210 210 220 220 144+50.00 210 210 220 220 145+00.00 210 210 220 220 145+50.00 X-51W-5600 -L- 5 10 160 170 180 190 160 170 180 190 200 210 200 210 220 220 WETLANDS WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 26 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 214.49 -Y7RPC- STA 16+95.00 PGL = 215.10 0.080 6 :1 4:1 3:10.0806.02:1 210.18 R W R W 214.06 6:1 0.025 6 :1 0.025 4:1 214.28 6 :1 212.88 -Y7RPC- STA 17+41.00 PGL = 214.24 0.080 6 :1 4:1 3:1 0.080 6:1 209.32 R W R W 212.52 6:1 0.025 6 :1 0.025 4:1 212.92 6 :1 213.36 -Y7RPC- STA 17+92.00 PGL = 213.40 0.080 6 :1 4:1 3:10.080 208.48 6 :1 6:1 211.20 R W R W 211.87 6:1 0.025 6 :1 5.95:16:1 0.025 4:1 211.54 209.72 214.98 -Y7RPC- STA 18+38.00 PGL = 212.74 0.080 6 :1 4:1 3:10.0806:14.2 6 :1 210.54 207.82 R W R W 210.28 6:1 0.025 6 :1 4:16:1 0.025 5:1 210.17 208.35 6.01:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 220 220 46+00.00 220 220 46+50.00 220 220 47+00.00 220 220 47+50.00 210 210 220 220 48+00.00 210 210 220 220 48+50.00 210 210 220 220 49+00.00 X-180W-5600 -SR3- 5 10 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_SR03.dgnFBrooks1/21/2019WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 27 OF 53 PERMIT DRAWING 0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 221.05 0.040 4 :1 0.040 3.33:1 220.46 0.040 4:1 0.0403:1 219.42 0.040 3.84:10.040 3:1 217.89 0.040 3:10.040 3:1 W 217.22 0.040 3:10.040 3:1 W 214.88 0.040 3:10.040 3:1 R W 215.66 0.040 3:10.040 3:1 W PROP0SED SBG PROP0SED SBG PROP0SED SBGPROP0SED SBG V10=4.8 n=0.065 Q10=60.3 This solution was reviewed and approved by Division 4. arches that will be installed under Twin Creeks Drive just west of the existing sewer pump station easement.This ditch will convey flow from three pipes under US 70 to proposed double 58" x 36" corrugated steel pipeThe proposed solution consists of construction of a 3’ base lateral ditch on the north side of Twin Creeks Drive. Corey Lamb requested that WEI develop a drainage solution for this problem.Jim Davis discussed this situation at the project field inspection in January.way ever since they bought the property.water ponds in their yard and the neighbor’s yard. She said it had been that Jim Davis talked with Mr. and Mrs. Badillo and they said that after every rainfall event that allows water to head up before it sheet flows across the adjacent properties.outfall ditch at this location. There is a shallow depression at the pipe outlet under Twins Creeks Drive. The finding is that there is no existing visited the site to investigate the existing outfall at 24" CS pipe Jim Davis and Forrest Brooks of Wetherill Engineering15 MATCHLINE -L- STA. 163+00 SEE SHEET 16 MATCHLINE -L- STA. 151+00 SEE SHEET 14 FOR -L- PROFILE, SEE SHEET: 32 FOR -SR3- PROFILE, SEE SHEET: 54 FOR -Y7- PROFILE, SEE SHEET: 39 FOR -Y7LPA- PROFILE, SEE SHEET: 40 FOR -Y7LPC- PROFILE, SEE SHEET: 40 FOR -Y7RPA- PROFILE, SEE SHEET: 41 FOR -Y7RPC- PROFILE, SEE SHEET: 42 FOR -SR4- PROFILE, SEE SHEET: 54 FOR -SR5- PROFILE, SEE SHEET: 55 SEE SHEET 14-Y7RPC- STA. 23+50M ATCHLI NESEE SHEET 14-SR3- STA. 54+00MATCHLI NEFOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 TOLER PROPERTY. BAM ROW REVISION-7/9/18-ADDED PARCEL NO. 23A TO FRANCIS DISTURB NOTE ON PARCEL NO. 36. BAM NAME ON PARCEL NOS. 23A & 36. ADDED DO NOT ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER SITE 10 SITE 11 SITE 10B SITE 10A SITE 11A vvv vTTCONCWOOD RAMPBUS TRSATSW/ CAMERAUTL POLE MTL POLEMTL POLESRIP RAPGATEPOLETRAFFIC POLETRAFFIC POLETRAFFIC POLETRAFFIC WELL S LP CONC DECKWD 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP CONC CONC 1SBKD BK STEPS STEPS WD F E NC E S CEMETERY CEMETERY DECK LP LSA LSA WELL 1SBKDBK STEPS C O NC CONC CONC LP4" PVC W/ CONC48" PLASTIC 48" WW & 1SBWMTL FDC BOX CAUTION LTCAUTION LT4" PVC W/ CONC48" PLASTICLPLPCAUTION LTCAUTION LT18" RCP 18" RCP 18" RCP 18" RCP 18" RCP LP 18" RCP U/G FOWOODSWOODS48" WW & 1SBWTOP=192.71’DIINV IN(NW)=188.41’INV IN(SW)=188.42’INV OUT(SE)=188.18’18" RCP18" RCP15" RCPPIPE BURRIEDPIPE DIRECTIONTOP=193.49’DIINV OUT=188.53’CABLEDITOP=194.90’INV OUT=189.85’MTLMTLMTL GRGR G R GR GR GR GR GR GR GR GRGRGRGR CABLEGRGR48" WW & 1SBW10" CONC WW12" CONC HW16" CONC HW10" CONC WW10" CONC WW10" CONC WWWOODS WOODSWOODS WOODS WOODS 48" WW & 1SBW48" WW & 1SBWWOODSMTL MTL MTL 10" CONC WW16" CONC HW10" CONC WW16" CONC HW10" CONC WW10" CONC WWBK BK 4 8 " ELECTRI C48" ELECTRIC 48" PLASTIC BK BK 4 8 " ELECTRI C48" ELECTRIC 48" PLASTIC 48" ELECTRIC48" ELECTRIC48" ELECTRICMTL36" 3SBW 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 36" ELECTRI C36" ELECTRIC GR GR GR WELL WELL WELL LSA LSA 6 0" C H L GR GR LSA GR GR GR CARPORTMTL 15" RCP 15" RCP 15" RCP G G WOODS WOODS WOODS GRGRCANMTL48" WW & 1SBW36" ELECTRICGRGRRIP RAPRIP RAPGATEGATECONC CONC 363738POLEPWR/TRAFFIC 39POLEPWR/TRAFFIC 40LPPONDSTORAGE TANKPROPANE 4142434412112212312412512612712812913013113248" MTL ROD 13313413513613713813914014114214314414514614714814915015115224" RCP INV=194.84’ INV=193.80’146 HEADSTONES IN CEMETERY AREAFESCONC CONCCONC36" WIREEIP KENNETH R. J ONESR/W MONEIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIPR/W MONR/W MON R/W MONEIP EIP EIP EIP EIP EIP EIP15" RCPINV=184.04’54" CMPINV=189.40’INV=189.23’INV=192.73’INV=192.39’60" RCPINV=190.38’INV=190.87’CULVERTPIPE TIES TO POPLAR CREEKPOPLAR CREEKPOPLAR CREEK36" 3SBW 36" WIREINV=188.44’24" RCPINV=183.30’24" RCPHH CTHHHHHHTCCTHHCHHCHHCCCHHHHHHSHHHHHHTMTRHHMTRCW 16" DI 16" DI 16" DI16" DI16" DI 25 PR 25 PR 25 PR25 PR25 PR 100 PR 100 PR100 PR 48 FO 48 FO 48 FO48 FO24 FO24 FO18 FO18 FO18 FO18 FO18 FO10" PVC DATUR10" PVCSR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY SR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAYUS HWY 70 EBL VAR PAVED ROADWAYSR 2572 (TWIN CREEK DR) VAR PAVED ROADW AYSR 1501 SWIFT CREEK RD 23’ PAVED ROADWAY SR 1501 SWIFT CREEK RD 23’ PAVED ROADWAY PAVED PAVED PAVEDPAVED KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES ROBERTS & WELLONS INC. WILLIAM C. MARSH JOSEPH BRILES JOSE H. MONTERO-AGUILAR JERRY L. MARSHALL JR. BEATRICE WATSON ROGER G. PRITT JAMES A. RAINES CLARENCE R. RAYNOR SHEILA JONES JERRY B BAKER JCMLL HOLDINGS LLC COLE CREEK ASSOCIATES LLC COLE CREEK ASSOCIATES LLC COLE CREEK ASSOCIATES LLC WILSONS MILLS BAPTIST CHURCH KENNETH R. JONESKENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES JAMES T. NARRON ROGER E. GOWER CHURCH CHRISTIAN WILSONS MILLS WOODS6" PVC DATURCentury Link, 100 PAIR, COPPERCharter Communication10 ", PVC, JOHNSTON CO. PUBLIC UTILITIES6 ", PVC, JOHNSTON CO. PUBLIC UTILITIESP A VE D 85213.38NS87225.29NSVICTORIA LIPSCOMB TOLERFRANCIS KNOX TOLER & WIFE,WILSON’S MILLS CHRISTIAN CHURCH60" RCPINV=190.38’MATCHLINE -L- STA. 151+00 SEE SHEET 1448" WW & 1SBWVICTORIA LIPSCOMB TOLERFRANCIS KNOX TOLER & WIFE,CLEARING DENOTES MECHANIZED* * * * ** * ** * * 41 24 25 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 45 40 40 23A FLOWABLE FILLAdj. 2GIRETAIN 2GI GRADE TO DRAINGRADE TO DRAINFLOWABLE FILL 2GI-A 2GI 2GI 2GI CB CB CB HW 2GI CB 2GI FLOWABLE FILL 2GI COLLAR AND EXTENDCOLLAR AND EXTENDRETAIN GRADE TO DRAINGRADE TO DRAIN18" 24"42"2GI 2GI w/ELBS2GI 2GI w/ELBS2GI 15" RCP-V DI DI HW 3 6 " RCP-III 36" RCP-III 1 5" CS Pw/E L BS CB FS18" 1 8 " CB REMOVE15" 2GI-A ELB ELB15"15" RCP-IV 15" RCP-V 15"2GI HW HW 2GI 1 5 " RCP-V ELB ELB 2GI 2GI-A JB w/MH 24"30"15" RCP-III REMOVE REMOVE REMOVE FS2GI 15"18"24"DI CB CB 2GI 2GI 18" RCP-III 18" RCP-V 18"15 " RCP -V 30"18" RCP-V 24"18" R CP-III REMOVE 18" RETAIN 18" REMOVE 15"REMOVE REMOVE 15" 15" REMOVE 15" REMOVE 15" 15" REMOVE 15"REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN REMOVE REMOVE REMOVE15" RCP-III 48" RCP-III48"36" RCP-III36" RCP-I V(SEE DETAIL F)TOE PROTECTIONREMOVE 30" RCP-III TOE PROTECTION(SEE DETAIL F)15" RCP-III 24" RCP -III 2GI-A 18" RCP72" RCP-III BURIED 1.0’15"FS FS FS FS FS RETAIN REMOVE FS REMOVE FS 15" 2 @10’x6’ RCBC EXTEND 2 @10’x6’ RCBC EXTEND 18" RCP-III 2@10’x7’ RCBC (BURI ED 1’ ) 42" RCP-III 15"18" RCP-V HW RETAIN 30" RCP-III TOE PROTECTION(SEE DETAIL F)FCFFFFFFFFCFFFFFFFFFCFCFCFCFFFCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFCFCCCCCCCCCCCFCFCCCCCCF CFCF F F F C FCFCFCFCF CF C F CFCFC F F C C C C C C C C C C F F C F F C F F C F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C F F CCCC C C F CFC C C C C C C F C C C C CCFFFF F F F FFFFFFFFFFFFCCCCCC C CFFFCC C CCC C C C C C C C C CCCCCCCCC CCCCCCCCCCCCCF F F F F F FFFFF FCCF155+00160+0015+00 20+00 25+00 30+00 35+00 40+00 15+00 15+00 2 0 + 0 025+0015 + 0 0 15+00N A D 83/ N A 2011 -SR4--S R5- 2 0 + 0 0 -Y7 R P A- -Y7 L P A- -Y7LP A- -L- -L--Y7LPC --Y7 LP C- -Y7- -Y7--Y7RPA-25+003 0 +0 0 -Y7 RP C-55+0060+00-SR3-I A-MASH, TL-3I A-MASH, TL-3P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_15.dgnUSER: FBrooksLOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 0 GRAPHIC SCALE REVISIONS 6/2/992550 50 100 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F FFFFFWETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_15.dgnFBrooks1/21/2019GRAPHIC SCALE 0’200’200’ SHEET 28 OF 53 PERMIT DRAWING 3x FILL & MECH CLEARING WETLAND IMPACTS STREAM IMPACTS FILL & MECH CLEARING WETLAND IMPACTS PROP0SED SBG PROP0SED SBG PROP0SED SBG V10=4.8 n=0.065 Q10=60.3 SITE 10 SITE 10A vvvv WOOD RAMPMTL POLESRIP RAPGATEPOLETRAFFIC POLETRAFFIC WELL CONC DECKWD 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP CONC 1SBKD BK STEPS LP LSA LSA CAUTION LTCAUTION LT4" PVC W/ CONCU/G FOBILLBOARDWOODSWOODSWOODS48" WW & 1SBW4" PVC W/ CONCTOP=192.71’TOP=195.50’18" RCPDIINV IN(NW)=192.10’INV IN(SW)=192.17’INV OUT(SE)=191.60’15" RCPPIPE BURRIEDPIPE DIRECTIONDIINV IN(NW)=188.41’INV IN(SW)=188.42’INV OUT(SE)=188.18’18" RCP18" RCP15" RCPPIPE BURRIEDPIPE DIRECTIONMTLMTLGRCABLECABLEGRGRGR48" WW & 1SBW10" CONC WW12" CONC HW16" CONC HW10" CONC WW10" CONC WW10" CONC WWWOODS48" WW & 1SBW48" WW & 1SBW10" CONC WW16" CONC HW10" CONC WW1SFD 1SFD 1SFD GR GR WELL WELL WELL LSA LSA 6 0" C HL GR GR LSA GR GR GR CARPORTMTL 15" RCP 15" RCP 15" RCP G GRGR48" WW & 1SBWCONC 3435363738POLEPWR/TRAFFIC 12913113248" MTL ROD 133134135136137138139140141142143144145152CONCCONCEIP R/W MONEIP EIP EIP EIP EIP EIP R/W MON R/W MONCULVERTPIPE TIES TO POPLAR CREEKPOPLAR CREEKHHCTHHHHCHHCHHHHSHHHH16" DI 16" DI100 PR 48 FO 48 FO18 FO18 FOSR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY SR 2572 (TWIN CREEK DR) VAR PAVED ROADWAYPAVED PAVED JERRY L. MARSHALL JR. BEATRICE WATSON ROGER G. PRITT JAMES A. RAINES CLARENCE R. RAYNOR SHEILA JONES JERRY B BAKER JCMLL HOLDINGS LLC COLE CREEK ASSOCIATES LLC KENNETH R. JONES ROGER E. GOWER CHURCH CHRISTIAN WILSONS MILLS VICTORIA LIPSCOMB TOLERFRANCIS KNOX TOLER & WIFE,WILSON’S MILLS CHRISTIAN CHURCH CLEARING DENOTES MECHANIZED* * * * ** * ** * * 24 25 28 29 30 31 32 33 34 38 23A FLOWABLE FILLAdj. 2GIRETAIN 2GI GRADE TO DRAINGRADE TO DRAINFLOWABLE FILL 2GI-A 2GI 2GI 2GI CB CB CBGRADE TO DRAINGRADE TO DRAIN18" 24"42"w/ELBS2GI w/ELBS2GI 15" RCP-V ELB ELB15"15"2GI 2GI-A JB w/MH 24"30"15" RCP-III REMOVE REMOVE REMOVE FS15" REMOVE 15"REMOVE REMOVE REMOVE REMOVE REMOVE 48" RCP-III48"15" RCP-III 18" RCPRETAIN REMOVE FS 15" 2 @10’x6’ RCBC EXTEND 2 @10’x6’ RCBC EXTEND 18" RCP-III 2@10’x7’ RCBC (BURIED 1’) 15"18" RCP-V FCFFFFFFFFCF F C F C F F C F F F F F F F F F F F F F F FCC CCFFFCC C CCC C C C C C C C C CCCCCCCC CCCCCCF F F F F F FFFFF CCF155+0020+00 25+00 15+00 2 0 + 0 0 -Y7 RP A- -Y7 L P A- -L--Y 7LPC -25+003 0 + 0 0 55+00I A-MASH, TL-3WETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_15a.dgnFBrooks1/21/2019FILL & MECH CLEARING WETLAND IMPACTS STREAM IMPACTS GRAPHIC SCALE 0’100’100’ SHEET 28a OF 53 PERMIT DRAWING SITE 11 SITE 11ALP LPLP36" 3SBWRIP RAPRIP RAPLPPONDSTORAGE TANKPROPANE 4454" CMPINV=189.40’INV=189.23’INV=192.73’INV=192.39’60" RCPINV=190.38’INV=190.87’MTRKENNETH R. JONES CLEARING DENOTES MECHANIZED* * * * ** * ** * * 43 HW 2GI CBCB24"2GI 30"18" RCP-V 18" R C P-III REMOVE RETAIN 36" RCP-I V(SEE DETAIL F)TOE PROTECTIONREMOVE 30" RCP-III TOE PROTECTION(SEE DETAIL F)72" RCP-III BURIED 1.0’ FSCFF CF F C C C C C C C F C C FFFFFFFFFFF15+00 WETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_15b.dgnFBrooks1/16/2019SHEET 28b OF 53 PERMIT DRAWING GRAPHIC SCALE 0’40’40’ PROP0SED SBG PROP0SED SBG PROP0SED SBGPROP0SED SBG V10=4.8 n=0.065 Q10=60.3 This solution was reviewed and approved by Division 4. arches that will be installed under Twin Creeks Drive just west of the existing sewer pump station easement.This ditch will convey flow from three pipes under US 70 to proposed double 58" x 36" corrugated steel pipeThe proposed solution consists of construction of a 3’ base lateral ditch on the north side of Twin Creeks Drive. Corey Lamb requested that WEI develop a drainage solution for this problem.Jim Davis discussed this situation at the project field inspection in January.way ever since they bought the property.water ponds in their yard and the neighbor’s yard. She said it had been that Jim Davis talked with Mr. and Mrs. Badillo and they said that after every rainfall event that allows water to head up before it sheet flows across the adjacent properties.outfall ditch at this location. There is a shallow depression at the pipe outlet under Twins Creeks Drive. The finding is that there is no existing visited the site to investigate the existing outfall at 24" CS pipe Jim Davis and Forrest Brooks of Wetherill Engineering15 MATCHLINE -L- STA. 163+00 SEE SHEET 16 MATCHLINE -L- STA. 151+00 SEE SHEET 14 FOR -L- PROFILE, SEE SHEET: 32 FOR -SR3- PROFILE, SEE SHEET: 54 FOR -Y7- PROFILE, SEE SHEET: 39 FOR -Y7LPA- PROFILE, SEE SHEET: 40 FOR -Y7LPC- PROFILE, SEE SHEET: 40 FOR -Y7RPA- PROFILE, SEE SHEET: 41 FOR -Y7RPC- PROFILE, SEE SHEET: 42 FOR -SR4- PROFILE, SEE SHEET: 54 FOR -SR5- PROFILE, SEE SHEET: 55 SEE SHEET 14-Y7RPC- STA. 23+50M ATCHLI NESEE SHEET 14-SR3- STA. 54+00MATCHLI NEFOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 TOLER PROPERTY. BAM ROW REVISION-7/9/18-ADDED PARCEL NO. 23A TO FRANCIS DISTURB NOTE ON PARCEL NO. 36. BAM NAME ON PARCEL NOS. 23A & 36. ADDED DO NOT ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER SITE 10 SITE 11 SITE 10B SITE 10A SITE 11A vvv vTTCONCWOOD RAMPBUS TRSATSW/ CAMERAUTL POLE MTL POLEMTL POLESRIP RAPGATEPOLETRAFFIC POLETRAFFIC POLETRAFFIC POLETRAFFIC WELL S LP CONC DECKWD 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP CONC CONC 1SBKD BK STEPS STEPS WD F E NC E S CEMETERY CEMETERY DECK LP LSA LSA WELL 1SBKDBK STEPS C O N C CONC CONC LP4" PVC W/ CONC48" PLASTIC 48" WW & 1SBWMTL FDC BOX CAUTION LTCAUTION LT4" PVC W/ CONC48" PLASTICLPLPCAUTION LTCAUTION LT18" RCP 18" RCP 18" RCP 18" RCP 18" RCP LP 18" RCP U/G FOWOODSWOODS48" WW & 1SBWTOP=192.71’DIINV IN(NW)=188.41’INV IN(SW)=188.42’INV OUT(SE)=188.18’18" RCP18" RCP15" RCPPIPE BURRIEDPIPE DIRECTIONTOP=193.49’DIINV OUT=188.53’CABLEDITOP=194.90’INV OUT=189.85’MTLMTLMTL GRGR G R GR GR GR GR GR GR GR GRGRGRGR CABLEGRGR48" WW & 1SBW10" CONC WW12" CONC HW16" CONC HW10" CONC WW10" CONC WW10" CONC WWWOODS WOODSWOODS WOODS WOODS 48" WW & 1SBW48" WW & 1SBWWOODSMTL MTL MTL 10" CONC WW16" CONC HW10" CONC WW16" CONC HW10" CONC WW10" CONC WWBK BK 4 8 " ELECTRI C48" ELECTRIC 48" PLASTIC BK BK 4 8 " ELECTRI C48" ELECTRIC 48" PLASTIC 48" ELECTRIC48" ELECTRIC48" ELECTRICMTL36" 3SBW 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 36" ELECTRI C36" ELECTRIC GR GR GR WELL WELL WELL LSA LSA 6 0" C H L GR GR LSA GR GR GR CARPORTMTL 15" RCP 15" RCP 15" RCP G G WOODS WOODS WOODS GRGRCANMTL48" WW & 1SBW36" ELECTRICGRGRRIP RAPRIP RAPGATEGATECONC CONC 363738POLEPWR/TRAFFIC 39POLEPWR/TRAFFIC 40LPPONDSTORAGE TANKPROPANE 4142434412112212312412512612712812913013113248" MTL ROD 13313413513613713813914014114214314414514614714814915015115224" RCP INV=194.84’ INV=193.80’146 HEADSTONES IN CEMETERY AREAFESCONC CONCCONC36" WIREEIP KENNETH R. J ONESR/W MONEIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIPR/W MONR/W MON R/W MONEIP EIP EIP EIP EIP EIP EIP15" RCPINV=184.04’54" CMPINV=189.40’INV=189.23’INV=192.73’INV=192.39’60" RCPINV=190.38’INV=190.87’CULVERTPIPE TIES TO POPLAR CREEKPOPLAR CREEKPOPLAR CREEK36" 3SBW 36" WIREINV=188.44’24" RCPINV=183.30’24" RCPHH CTHHHHHHTCCTHHCHHCHHCCCHHHHHHSHHHHHHTMTRHHMTRCW 16" DI 16" DI 16" DI16" DI16" DI 25 PR 25 PR 25 PR25 PR25 PR 100 PR 100 PR100 PR 48 FO 48 FO 48 FO48 FO24 FO24 FO18 FO18 FO18 FO18 FO18 FO10" PVC DATUR10" PVCSR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY SR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAYUS HWY 70 EBL VAR PAVED ROADWAYSR 2572 (TW IN CREEK DR) VAR PAVED ROADWAYSR 1501 SWIFT CREEK RD 23’ PAVED ROADWAY SR 1501 SWIFT CREEK RD 23’ PAVED ROADWAY PAVED PAVED PAVEDPAVED KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES ROBERTS & WELLONS INC. WILLIAM C. MARSH JOSEPH BRILES JOSE H. MONTERO-AGUILAR JERRY L. MARSHALL JR. BEATRICE WATSON ROGER G. PRITT JAMES A. RAINES CLARENCE R. RAYNOR SHEILA JONES JERRY B BAKER JCMLL HOLDINGS LLC COLE CREEK ASSOCIATES LLC COLE CREEK ASSOCIATES LLC COLE CREEK ASSOCIATES LLC WILSONS MILLS BAPTIST CHURCH KENNETH R. JONESKENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES JAMES T. NARRON ROGER E. GOWER CHURCH CHRISTIAN WILSONS MILLS WOODS6" PVC DATURCentury Link, 100 PAIR, COPPERCharter Communication10 ", PVC, JOHNSTON CO. PUBLIC UTILITIES6 ", PVC, JOHNSTON CO. PUBLIC UTILITIESP A VE D 85213.38NS87225.29NSVICTORIA LIPSCOMB TOLERFRANCIS KNOX TOLER & WIFE,WILSON’S MILLS CHRISTIAN CHURCH 18018018018018018 0180185185 185185185185185185185185185 190190190190 190190190190190190 190190 190190190190190190190190190190190190190190 190 19019019019519 5195195195195195195195 19519519519519519519519519519519519 5 195195 195195195195195195195195195195 195 195195 195195195195195195 195195195195195195 1 9 5 195195195195195195195200 200 200200 200200200200200200200200200200200200200200200 200 2002002002002002 0 0 200205205205 205 205205205205205205205205205 205205205205205205 2052 0 5205 205205 205205210210 210 210210210 210210210210210210210210210210210210210210210 210210215215 215215215215215215215 215215215215215 215215 215215215215215 215215215 215215 215215 215220220220220220220220 2202202 2 0 220 2202202202202 2 0 220 220 220220220225225225225225225 225225225225225225225225 225225225 2252 2 5 225 225225 225225225225 225225225225225 2252252 2 5 22 5 225225225225225225 225 2252252252252252 2 5 22522522560" RCPINV=190.38’MATCHLINE -L- STA. 151+00 SEE SHEET 1448" WW & 1SBWVICTORIA LIPSCOMB TOLERFRANCIS KNOX TOLER & WIFE,CLEARING DENOTES MECHANIZED* * * * ** * ** * * 41 24 25 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 45 40 40 23A FLOWABLE FILLAdj. 2GIRETAIN 2GI GRADE TO DRAINGRADE TO DRAINFLOWABLE FILL 2GI-A 2GI 2GI 2GI CB CB CB HW 2GI CB 2GI FLOWABLE FILL 2GI COLLAR AND EXTENDCOLLAR AND EXTENDRETAIN GRADE TO DRAINGRADE TO DRAIN18" 24"42"2GI 2GI w/ELBS2GI 2GI w/ELBS2GI 15" RCP-V DI DI HW 3 6 " RCP-III 36" RCP-III 1 5" CS Pw/E L BS CB FS18" 1 8 " CB REMOVE15" 2GI-A ELB ELB15"15" RCP-IV 15" RCP-V 15"2GI HW HW 2GI 1 5 " RCP-V ELB ELB 2GI 2GI-A JB w/MH 24"30"15" RCP-III REMOVE REMOVE REMOVE FS2GI 15"18"24"DI CB CB 2GI 2GI 18" RCP-III 18" RCP-V 18"15 " RCP -V 30"18" RCP-V 24"18" R CP-III REMOVE 18" RETAIN 18" REMOVE 15"REMOVE REMOVE 15" 15" REMOVE 15" REMOVE 15" 15" REMOVE 15"REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN REMOVE REMOVE REMOVE15" RCP-III 48" RCP-III48"36" RCP-III36" RCP-I V(SEE DETAIL F)TOE PROTECTIONREMOVE 30" RCP-III TOE PROTECTION(SEE DETAIL F)15" RCP-III 24" RCP -III 2GI-A 18" RCP72" RCP-III BURIED 1.0’15"FS FS FS FS FS RETAIN REMOVE FS REMOVE FS 15" 2 @10’x6’ RCBC EXTEND 2 @10’x6’ RCBC EXTEND 18" RCP-III 2@10’x7’ RCBC (BURI ED 1’ ) 42" RCP-III 15"18" RCP-V HW RETAIN 30" RCP-III TOE PROTECTION(SEE DETAIL F)FCFFFFFFFFCFFFFFFFFFCFCFCFCFFFCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFCFCCCCCCCCCCCFCFCCCCCCF CFCF F F F C FCFCFCFCF CF C F CFCFC F F C C C C C C C C C C F F C F F C F F C F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C F F CCCCC C F CFC C C C C C C F C C C C CCFFFF F F F FFFFFFFFFFFFCCCCCC CCFFFCC C CCC C C C C C C C C CCCCCCCCC CCCCCCCCCCCCCF F F F F F FFFFF FCCF155+00160+0015+00 20+00 25+00 30+00 35+00 40+00 15+00 15+00 2 0 + 0 025+0015 + 0 0 15+00N A D 83/ N A 2011 -SR4--S R5- 2 0 + 0 0 -Y7 RP A- -Y7 L P A- -Y7LP A- -L- -L--Y7LPC --Y7 LP C- -Y7- -Y7--Y7RPA-25+003 0 +0 0 -Y7 RP C-55+0060+00-SR3-I A-MASH, TL-3I A-MASH, TL-3P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_15_con.dgnUSER: FBrooksLOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 0 GRAPHIC SCALE REVISIONS 6/2/992550 50 100 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F FFFFFWETLAND DENOTES FILL INFF P P (POND) SURFACE WATER DENOTES IMPACTS IN S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_15_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’200’200’ SHEET 29 OF 53 PERMIT DRAWING 3x FILL & MECH CLEARING WETLAND IMPACTS STREAM IMPACTS FILL & MECH CLEARING WETLAND IMPACTS Stream Classification (Such as Trout, High Quality Water, etc.)SITE DATA(-)200 (-)150 (-)100 (-)50 50 100 150 200 o PROPOSED ROADWAY SECTIONNORMAL TO ALIGNMENT 3:1 FILL SLOPES TB RT TB LT TB RT TB LT INLET W/ 6" BEVELED HW (NO SILLS & NON BURIED) EXTEND EXIST. 2 @ 10’ X 6’ RCBC W 2 @ 10’ X 6’ RCBC AT PROP. GRADE = 194.75’ SKEW = 89 53’ 56" (EXISTING SKEW) -L- STA. 155+03.4 AT EXISTING CULVERT INLET NWS (DATE OF SURVEY 6/ 22 /2017) = 185.0’ 100YR. W.S. ELEV.=189.6’ 50YR. W.S. ELEV.=189.0’ EXISTING STREAM BED WS PROFILE (DATE OF SURVEY 6/ 22 /2017) 65’-5"74’-1" CL 190 180 170 200 18" RCP EXIST EXTENSION SLOPE=0.00% INV.=184.92’ (MATCH EXISTING INVERT) TO ELEV. 179’ EXTEND PROPOSED TOE WALL SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600 CSR 155+03 -L-.dgnFBrooks1/21/2019GRAPHIC SCALE 0’40’80’120’40’ SHEET 30 OF 53 PERMIT DRAWING CULVERT SURVEY & HYDRAULIC DESIGN REPORTStream Classification (Such as Trout, High Quality Water, etc.)SITE DATAADDITIONAL INFORMATION AND COMPUTATIONS210 220 200 190 180 C 50 100(REGION 4 - COASTAL)RURAL; WOODED; FIELD WITH SPARSE RESIDENTIAL2 @ 10’x6’ RCBC (1 FT. SILLS IN LEFT BARREL LOOKING DOWNSTREAM)BENEATH US 70; DOWNSTREAM: TWIN CREEK DRIVE 1 @ 54" CMP AND 1 @ 60" CMPSELMA, N.C. USGS QUAD MAP USGS STREAMSTATS(SHOWN AT INLET END)PROPOSED RCBCPROPOSED ROADWAY SECTION L SLOPE =(-)0.33% (-)200 (-)150 (-)100 (-)50 150 200(-)250 250 PROP. GRADE = 217.68’ LOOKING DOWNSTREAM 2’ SILLS) BURIED 1’; RIGHTMOST BARREL (LEFTMOST BARREL LOOKING DOWNSTREAM, 2 @ 10’ X 7’ RCBC W/ 6" BEVELED HW; SKEW = 106 00’ 00" -Y7- STA. 28+84 O1"=10’ VERT. 1"=50’ HORIZ. PROFILE SCALES: PROFILE ALONG STRUCTURE NORMAL TO ALIGNMENT 1.5:1 STANDARD ROCK PLATING 50YR. W.S. ELEV.=187.5’100YR. W.S. ELEV.=187.9’PROPOSED RCBC INLETPROPOSED CHANNEL AT100YR. W.S. ELEV.=187.9’ 50YR. W.S. ELEV.=187.5’ TB LT TB RT EXISTING STREAM BED PROPOSED STREAM BED AT EXISTING CULVERT INLET NWS (DATE OF SURVEY 6/ 22 /2017) = 182.6’ (PROJECTED VIEW) EXISTING CULVERT (TO BE REMOVED) PROPOSED STREAM BED EXISTING STREAM BED TB RT TB LT ELEV = 180.64 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600 CSR Under Swift Creek Rd.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\W-5600 CSR Under Swift Creek Rd.dgnFBrooks1/21/2019GRAPHIC SCALE 0’50’100’150’50’ SHEET 31 OF 53 PERMIT DRAWING 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 190 190 200 200 210 210 220 220 150+50.00 190 190 200 200 210 210 220 220 151+00.00 190 190 200 200 210 210 220 220 151+50.00 X-54W-5600 -L- 5 10 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019WETLANDS WETLANDS WETLANDS SHEET 32 OF 53 PERMIT DRAWING 0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 196.93 6:1 0.025 6 :1 4:1 6 :1 0.025 4.24:1 196.92 195.10 195.93 6:1 0.025 6 :1 4:1 6 :1 0.025 4.82:1 195.95 194.13 R W R W 195.69 SP 9 6:1 0.025 6 :1 6 :1 0.025 4.87:1 195.10 193.28 4:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 180 180 190 190 200 200 160+00.00 180 180 190 190 200 200 160+50.00 180 180 190 190 200 200 161+00.00 180 180 190 190 200 200 161+50.00 X-58W-5600 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 33 OF 53 PERMIT DRAWING 0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 191.27 -Y7LPA- STA 12+01.98 PGL = 194.57 0.0780.078 6:1 4:1 189.69 6 :1 194.97 6:1 0.025 1.50:1 6 :1 0.0256:1 194.16 192.68 -Y7LPA- STA 12+42.80 PGL = 194.29 0.0800.080 4 :1 4 .3 5 :1 195.18 6:1 0.025 1.50:1 6 :1 0.025 6:1 194.34 192.31 195.85 SP 12 -Y7LPA- STA 12+90.00 PGL = 194.36 0.080 6 :1 R W R W R W R W 195.34 6:1 0.025 1.50:1 6 :1 0.025 4:1 194.51 186.50 4 :1 195.54 6:1 0.025 1.50:1 6 :1 0.025 4:1 194.69 186.35 4 :1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 180 180 190 190 200 200 19+50.00 180 180 190 190 200 200 210 210 20+00.00 180 180 190 190 200 200 210 210 20+50.00 190 190 200 200 210 210 21+00.00 X-132W-5600 -Y7RPA- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_Y07-RPA.dgnFBrooks1/21/2019SHEET 34 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 193.37 -Y7RPA- STA 19+50.00 PGL = 200.05 0.0420.042 4:1 5 :1 3:1 193.00 193.00 5 :1 3:1 R W EX PUE EX PUE EX PUE 191.99 -Y7RPA- STA 20+00.00 PGL = 200.60 0.028 5 .80 :1 0.028 4:1 R WEX PUE 192.39 -Y7RPA- STA 20+50.00 PGL = 201.16 0.014 3.85:10.015 4:1 R WEX PUE 188.64 -Y7RPA- STA 21+00.00 PGL = 201.70 0.001 3:10.001 4:1 R W EX PUE MATCHLINE -L- STA. 163+00 SEE SHEET 15MATCHLINE -L- STA. 175+00 SEE SHEET 1716 FOR -L- PROFILE, SEE SHEET: 33 FOR -Y7RPA- PROFILE, SEE SHEET: 41 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 12 SITE 11 SITE 11B vv RIP RAP 4" PVC W/ CONC 4" PVC W/ CONC 48" WW & 1SBW BILLBOARD WOODS WOODS TOP=198.07’ TOP=196.69’ TOP=195.34’ DI TOP=194.90’ INV OUT=189.85’ DI INV OUT=191.25’ 24" RCP DI INV IN=192.67’ INV OUT=192.57’ DI INV OUT=193.71’ 4" PVC W/ CONC 30" RCP36" 3SBW36" 3SBW 36" 3SBW48" WW & 1SBW 45 46 47 CONCCONC CONC CONC R/W MON INV=180.91’ 72" RCP INV=188.76’ INV=187.23’18" RCP 12" CONC WW 12" CONC HW 12" CONC WW HHS MTR 24" DI KENNETH R. JONES KENNETH R. JONES STEPHEN N. WILSON vvv T INV=187.90’ BILLBOARD WOODSWOODS INV=191.32’ INV=182.91’ 15" RCP INV=179.67’ 72" RCP INV=176.40’INV=176.44’ INV=176.03’INV=176.16’ WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW KENNETH R. JONES KENNETH R. JONES 15" RCP INV=184.14’ INV=184.74’ 24" CMP INV=184.67’6" PVC DATUR HTR HTR HT R 18" RCP GR GRGR CANOPY MTL DECK WD BK DECK WD PUMP SEPTIC PUMP SEPTIC PUMP SEPTIC CONCSHED C O NC STEPSBK SHED SHEDSHED SHED 6’ CL 6’ CL DECK WD WELL 15" RCP 15" CPP 15" R C P21’ SOIL ROADWAYTWIN CREEK DRIVE WELL JUSTO R. BADILLO ELIEL S. GUTIERREZ PARTNERSHIP JCLU LIMITED 48" 3S ELEC 48" 3S ELEC48" 3S ELEC 48" 3S ELEC48" 3S ELEC72" CH W/3SBW Century Link, 100 PAIR, COPPER Charter Communication TC Duke Energy Progress Century LinkDuke Energy Progress Charter Communication DATR 6" GATE VALVE W/ MJ PLUG 54" C MP 60" C MP (PER DOT MEASURMENTS) INV OUT=171.19’ INV IN=174.72’ (PER DOT MEASURMENTS) INV OUT=167.39’ INV IN=167.70’ (PER PLANS) INV OUT=176.55’ INV IN=177.93’ (PER PLANS) INV OUT=178.22’ INV IN=179.99’(PER PLANS) INV OUT=180.97’ INV IN=181.17’ INV=176.40’ HC HC CLEARING DENOTES HAND 45 47 40 40 46 Adj. 2GI BDO Adj. 2GI BDO Adj. 2GI REMOVE 2GI-A 2GI-A18"2GI-D 30" CSPFS 2GI-A FS 2 4 "24"TRENCHLESS INSTALLATION 30" WELDED STEEL (SEE DETAIL W) SPECIAL CUT DITCH w/ HINGE JB w/MH CLASS B RIP RAP (SEE DETAIL V) SPECIAL CUT 14’ BASE DITCH HW HW 30" WELDED STEEL COLLAR AND EXTEND 15" RCP(SEE DETAIL U)SPECIAL CUT 8’ BASE DITCH(SEE DETAIL AA) SPECIAL CUT 3’ BASE DITCH (SEE DETAIL AQ) SPECIAL CUT 3’ BASE DITCH EST 65 SY GEOTEXTILE EST. 30 TNS RIP RAP CLASS B RIP RAP EST 35 SY GEOTEXTILE EST. 15 TNS RIP RAP CLASS B RIP RAP (SEE DETAIL AV) BERM DITCH (SEE DETAIL AV) BERM DITCH EST 30 SY GEOTEXTILE EST. 13 TNS RIP RAP CLASS B RIP RAP BERM DITCH BURI ED 1.0’ 7 2"FLOWABLE FILLREMOVE (SEE DETAI L F)TOE PROTECTI ON2GI FLOWABLE FILLREMOVE TRENCHLESS INSTALLATION 30" WELDED STEEL TRENCHLESS INSTALLATION 30" WELDED STEEL 58" x 36" CSPA2 @HW INV=178.00 INV=175.25 INV=173.3 GRADE=5.90% (SEE DETAIL BL) STANDARD BASE DITCH 30" RCP-IIIFILL POND DRAIN & DDE=200 CY 42" RCP-III (SEE DETAIL AU) EST. 120 SY GEOTEXTILE EST. 50 TNS RIPRAP CLASS I RIP RAP GRADE=3.5% DDE=185CY STANDARD 3’ BASE DITCH (SEE DETAIL BJ) STANDARD 6’ BASE DITCH(SEE DETAIL AU) STANDARD 3’ BASE DITCH GRADE=3.95% (SEE DETAIL BM) STANDARD 5’ BASE DITCH (SEE DETAIL AU) STANDARD 3’ BASE DITCH (SEE DETAIL BK) STANDARD 3’ BASE DITCH REMOVERETAINRETAIN TRENCHLESS INSTALLATIONFFF F C F C F F F F F F F F F F F F F F F F F F F C F C F F F F F CC CC C CC C CC C C CCCCC FCF CF CF F F F165+00 170+00 1 5 + 0 0 N A D 83/ N A 2011 -L--Y 7R PA -SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_16.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P P (POND) SURFACE WATER DENOTES IMPACTS IN P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_16.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 35 OF 53 PERMIT DRAWING 3x MATCHLINE -L- STA. 163+00 SEE SHEET 15MATCHLINE -L- STA. 175+00 SEE SHEET 1716 FOR -L- PROFILE, SEE SHEET: 33 FOR -Y7RPA- PROFILE, SEE SHEET: 41 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 12 SITE 11 SITE 11B vv RIP RAP 4" PVC W/ CONC 4" PVC W/ CONC 48" WW & 1SBW BILLBOARD WOODS WOODS TOP=198.07’ TOP=196.69’ TOP=195.34’ DI TOP=194.90’ INV OUT=189.85’ DI INV OUT=191.25’ 24" RCP DI INV IN=192.67’ INV OUT=192.57’ DI INV OUT=193.71’ 4" PVC W/ CONC 30" RCP36" 3SBW36" 3SBW 36" 3SBW48" WW & 1SBW 45 46 47 CONCCONC CONC CONC R/W MON INV=180.91’ 72" RCP INV=188.76’ INV=187.23’18" RCP 12" CONC WW 12" CONC HW 12" CONC WW HHS MTR 24" DI KENNETH R. JONES KENNETH R. JONES STEPHEN N. WILSON vvv T INV=187.90’ BILLBOARD WOODSWOODS INV=191.32’ INV=182.91’ 15" RCP INV=179.67’ 72" RCP INV=176.40’INV=176.44’ INV=176.03’INV=176.16’ WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW KENNETH R. JONES KENNETH R. JONES 15" RCP INV=184.14’ INV=184.74’ 24" CMP INV=184.67’6" PVC DATUR HTR HTR HT R 18" RCP GR GRGR CANOPY MTL DECK WD BK DECK WD PUMP SEPTIC PUMP SEPTIC PUMP SEPTIC CONCSHED C O NC STEPSBK SHED SHEDSHED SHED 6’ CL 6’ CL DECK WD WELL 15" RCP 15" CPP 15" R C P21’ SOIL ROADWAYTWIN CREEK DRIVE WELL JUSTO R. BADILLO ELIEL S. GUTIERREZ PARTNERSHIP JCLU LIMITED 48" 3S ELEC 48" 3S ELEC48" 3S ELEC 48" 3S ELEC48" 3S ELEC72" CH W/3SBW Century Link, 100 PAIR, COPPER Charter Communication TC Duke Energy Progress Century LinkDuke Energy Progress Charter Communication DATR 6" GATE VALVE W/ MJ PLUG 54" C MP 60" C MP (PER DOT MEASURMENTS) INV OUT=171.19’ INV IN=174.72’ (PER DOT MEASURMENTS) INV OUT=167.39’ INV IN=167.70’ (PER PLANS) INV OUT=176.55’ INV IN=177.93’ (PER PLANS) INV OUT=178.22’ INV IN=179.99’(PER PLANS) INV OUT=180.97’ INV IN=181.17’ 175175175 175 17517517517 5 175 175175175 17518018018018 0 180 180 180180180180180 180180180185 185 1 8 5 18518 5 185185185 185185185185185185185 185185185 185 190190190190 190190190 190190 190190190190190 190 190 1901951951951951 9 5 19 5 195195195195195 195 195 195 195 195 195 200200200200200 2 0 0 200 200200200 200 200200 200200200205205 2052 05205 205 205 205205210210 210 210 210215215 215 2 15 215 220 220220220225 225 INV=176.40’ HC HC CLEARING DENOTES HAND 45 47 40 40 46 Adj. 2GI BDO Adj. 2GI BDO Adj. 2GI REMOVE 2GI-A 2GI-A18"2GI-D 30" CSPFS 2GI-A FS 2 4 "24"TRENCHLESS INSTALLATION 30" WELDED STEEL (SEE DETAIL W) SPECIAL CUT DITCH w/ HINGE JB w/MH CLASS B RIP RAP (SEE DETAIL V) SPECIAL CUT 14’ BASE DITCH HW HW 30" WELDED STEEL COLLAR AND EXTEND 15" RCP(SEE DETAIL U)SPECIAL CUT 8’ BASE DITCH(SEE DETAIL AA) SPECIAL CUT 3’ BASE DITCH (SEE DETAIL AQ) SPECIAL CUT 3’ BASE DITCH EST 65 SY GEOTEXTILE EST. 30 TNS RIP RAP CLASS B RIP RAP EST 35 SY GEOTEXTILE EST. 15 TNS RIP RAP CLASS B RIP RAP (SEE DETAIL AV) BERM DITCH (SEE DETAIL AV) BERM DITCH EST 30 SY GEOTEXTILE EST. 13 TNS RIP RAP CLASS B RIP RAP BERM DITCH BURI ED 1.0’ 7 2"FLOWABLE FILLREMOVE (SEE DETAI L F)TOE PROTECTI ON2GI FLOWABLE FILLREMOVE TRENCHLESS INSTALLATION 30" WELDED STEEL TRENCHLESS INSTALLATION 30" WELDED STEEL 58" x 36" CSPA2 @HW INV=178.00 INV=175.25 INV=173.3 GRADE=5.90% (SEE DETAIL BL) STANDARD BASE DITCH 30" RCP-IIIFILL POND DRAIN & DDE=200 CY 42" RCP-III (SEE DETAIL AU) EST. 120 SY GEOTEXTILE EST. 50 TNS RIPRAP CLASS I RIP RAP GRADE=3.5% DDE=185CY STANDARD 3’ BASE DITCH (SEE DETAIL BJ) STANDARD 6’ BASE DITCH(SEE DETAIL AU) STANDARD 3’ BASE DITCH GRADE=3.95% (SEE DETAIL BM) STANDARD 5’ BASE DITCH (SEE DETAIL AU) STANDARD 3’ BASE DITCH (SEE DETAIL BK) STANDARD 3’ BASE DITCH REMOVERETAINRETAIN TRENCHLESS INSTALLATIONFFF F C F C F F F F F F F F F F F F F F F F F F F C F C F F F F F CC CC C CC C CC C C CCCCC FCF CF CF F F F165+00 170+00 1 5 + 0 0 N A D 83/ N A 2011 -L--Y 7R PA -SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_16_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P P (POND) SURFACE WATER DENOTES IMPACTS IN P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_16_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 36 OF 53 PERMIT DRAWING 3x 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150 150 180 180 190 190 200 200 164+00.00 180 180 190 190 200 200 164+50.00 180 180 190 190 200 200 165+00.00 180 180 190 190 200 200 165+50.00 X-60W-5600 -L- 5 10 160 160 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019WETLANDS WETLANDS SHEET 37 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 195.74 6:1 0.025 1.50:1 6 :1 0.025 4:1 4:1 195.56 182.62 195.78 6:1 0.025 1.50:1 6 :1 0.025 4:1 4:1 195.74 182.77 SP 13 R W R W 196.14 SP 13 6:1 0.025 1.50:1 6 :1 0.025 4:1 4:1 195.91 183.49 SP 14 4 :1 R W R W 196.44 SP 14 6:1 0.025 1.50:1 6 :1 0.025 4 :1 4:1 196.09 184.55 1.5:1 EX PUE EX PUE EX PUE 4:14:1 184.55 1.5:1 PUE PUE EX PUE MATCHLINE -L- STA. 188+00 SEE SHEET 17MATCHLINE -L- STA. 201+00 SEE SHEET 1918 FOR -L- PROFILE, SEE SHEET: 34 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 14 SITE 13 SITE 14A SITE 13A v v RIP RAP RIP RAP 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP RIP RAP CONC 18" CURB TOP=198.43’ INV=191.00’ DI INV OUT=194.38’ 15" RCP 36" RCP TOP=200.05’ 36" RCP INV=185.39’ DI INV OUT=186.17’INV IN=186.25’ INV=187.26’ FES TOP=201.28’ DI INV OUT=197.94’ INV=197.37’ 15" RCP FES BILLBOARD BILLBOARD BILLBOARD WOODS WOODS WOODS WOODS WOODS 12" CONC HW CABLE CABLE CABLE WOODS WOODS WOODS WOODS WOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 50 51 52 CONC CONC CONC 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEIP EIP 24" RCPINV=191.71’ FOUND END NOT MTR 24" DI 24" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED STEPHEN N. WILSON KENNETH R. JONESKENNETH R. JONESKENNETH R. JONES SELCO CONSTRUCTION INC SELCO CONSTRUCTION INC PARRISH FAMILY TRUST SITE 13A INV=185.39’ FES HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * 48 48 49 2GI Adj. 2GI RETAIN Adj. 2GI FLOWABLE FILL15"COLLAR HW HW TRENCHLESS INSTALLATION 42" WELDED STEEL C C C C C C RETAIN INSTALLATION TRENCHLESS24" WELDED STEEL RETAIN HW COLLAR AND EXTEND RETAIN REMOVE REMOVE (SEE DETAIL Y) STANDARD 4’ BASE DITCH 72" BURIED 1.0’BURIED 1.0’TRENCHLESS INSTALLATION 72" WELDED STEELBURIED 1.0’72" RCP-III(SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL W) w/ HINGE SPECIAL CUT DITCH (SEE DETAIL AY) GRADE=0.5% 4’ BASE CHANNEL CHANGE JB w/MH TOE PROTECTION (SEE DETAIL F) (SEE DETAIL Y) BASE DITCH STANDARD 4’ (SEE DETAIL CE) BASE DITCH STANDARD 4’BURIED 1.0’72" RCP-IIIC C C C C C C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 190+00 195+00 200+00NAD 83/ NA 2011-L- -WBL- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_18.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F F F WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_18.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 38 OF 53 PERMIT DRAWING T T FILL IN WETLAND DENOTES TEMPORARY 2x3x MATCHLINE -L- STA. 188+00 SEE SHEET 17MATCHLINE -L- STA. 201+00 SEE SHEET 1918 FOR -L- PROFILE, SEE SHEET: 34 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 14 SITE 13 SITE 14A SITE 13A v v RIP RAP RIP RAP 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP RIP RAP CONC 18" CURB TOP=198.43’ INV=191.00’ DI INV OUT=194.38’ 15" RCP 36" RCP TOP=200.05’ 36" RCP INV=185.39’ DI INV OUT=186.17’INV IN=186.25’ INV=187.26’ FES TOP=201.28’ DI INV OUT=197.94’ INV=197.37’ 15" RCP FES BILLBOARD BILLBOARD BILLBOARD WOODS WOODS WOODS WOODS WOODS 12" CONC HW CABLE CABLE CABLE WOODS WOODS WOODS WOODS WOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 50 51 52 CONC CONC CONC 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEIP EIP 24" RCPINV=191.71’ FOUND END NOT MTR 24" DI 24" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED STEPHEN N. WILSON KENNETH R. JONESKENNETH R. JONESKENNETH R. JONES SELCO CONSTRUCTION INC SELCO CONSTRUCTION INC PARRISH FAMILY TRUST 180185185185185185 185 185 1851851 8 5 185 185 185 185 185 190190190 190 1 9 0 190190 190190 190 190190190 195195195195 195 195 195 195195195195195 195 195 195 195195 195195195 200200 200200 200 200 200 200 200200200200200200200200 200 200 200200 200200 200200200 200200 200 2 0 0 200 200 2 0 0 200 200 205 205 205 205205210 210210 210 SITE 13A INV=185.39’ FES HC HC CLEARING DENOTES HAND E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * 48 48 49 2GI Adj. 2GI RETAIN Adj. 2GI FLOWABLE FILL15"COLLAR HW HW TRENCHLESS INSTALLATION 42" WELDED STEEL C C C C C C RETAIN INSTALLATION TRENCHLESS24" WELDED STEEL RETAIN HW COLLAR AND EXTEND RETAIN REMOVE REMOVE (SEE DETAIL Y) STANDARD 4’ BASE DITCH 72" BURIED 1.0’BURIED 1.0’TRENCHLESS INSTALLATION 72" WELDED STEELBURIED 1.0’72" RCP-III(SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL W) w/ HINGE SPECIAL CUT DITCH (SEE DETAIL AY) GRADE=0.5% 4’ BASE CHANNEL CHANGE JB w/MH TOE PROTECTION (SEE DETAIL F) (SEE DETAIL Y) BASE DITCH STANDARD 4’ (SEE DETAIL CE) BASE DITCH STANDARD 4’BURIED 1.0’72" RCP-IIIC C C C C C C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 190+00 195+00 200+00NAD 83/ NA 2011-L- -WBL- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_18_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. F F F WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_18_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 39 OF 53 PERMIT DRAWING T T FILL IN WETLAND DENOTES TEMPORARY 3x 2x 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 190 190 200 200 192+00.00 190 190 200 200 192+50.00 190 190 200 200 193+00.00 190 190 200 200 193+50.00 190 190 200 200 194+00.00 X-74W-5600 -L- 5 10 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019WETLANDS SHEET 40 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 201.23 6:1 0.051 6 :1 4 .87 :1 0.051 4.27:1 200.91 201.15 6:1 0.041 6 :1 5 .35 :1 0.041 3.27:1 201.15 200.71 6:1 0.031 6 :1 5 .66 :1 0.031 3:1 201.32 200.21 6:1 0.021 3.37:15 .96 :1 0.021 3:1 201.49 201.30 6:1 0.011 3 .93 :16 :1 0.011 3.19:1 201.65 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 190 190 200 200 199+50.00 190 190 200 200 200+00.00 190 190 200 200 200+50.00 190 190 200 200 201+00.00 180 180 190 190 200 200 201+50.00 X-78W-5600 -L- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 41 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. R W200.27 5.41:1 0.040 3:16 :1 0.040 6:1 201.68 R W 197.91 5.41:1 0.040 3:16 :1 0.040 6:1 201.53 R W 193.70 5.41:1 0.040 3:16 :1 0.040 6:1 201.38 R W 189.97 5.41:1 0.040 3:16 :1 0.040 6:1 201.23 R W 184.86 5.41:1 0.040 3:16 :1 0.040 6:1 201.08 PROP0SED SBG PROP0SED SBG0.45%GRADEMATCHLINE -L- STA. 201+00 SEE SHEET 1819 SEE SHEET 20-L- STA. 214+00MATCHLINESEE SHEET 20-Y9RPC- STA. 21+80MATCHLINESEE SHEET 20-Y9RPB- STA. 22+20MATCHLINEFOR -L- PROFILE, SEE SHEET: 34 FOR -Y9RPB- PROFILE, SEE SHEET: 44 & 45 FOR -Y9RPC- PROFILE, SEE SHEET: 45 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 14 SITE 14B SITE 14A vvRIP RAP RIP RAP 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP CAUTION LT CAUTION LT UTL POLE INV=196.79’ 15" RCP DIDI INV=194.53’15" RCP INV=191.04’ DI 15" RCP BILLBOARD WOODS WOODS WOODS WOODS WOODS LP CABLE CABLE CABLE WOODS WOODS CABLE 53 54 55 HH 56 57 CONCCONC CONC EIP 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W INV=184.25’ 54" RCP INV=184.82’ 54" RCP 8" CONC WW 14" CONC HW MTR HH HH HH NORTHWOOD DEVELOP CO INC EJP III REAL ESTATE ONE LLC PARRISH FAMILY TRUST E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 49 50 51 FS FS FS 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A2GI-A 24"24" 18"18" RCP-V 18" RCP-V 15" RCP-V 2GI REMOVE REMOVE 2GI 2GI 15" RCP-IV 15" RCP-III 2GIw/ELBS.15" RCP-IV 18" RCP-IV 15" RCP-IV 18"FLOWABLE FILL18" RCP-III FLOWABLE FI LLC C C C C C C TOE PROTECTION 15"w/ ELBS.15"BEGIN SBG STA. 14+86 -Y9RPB- END SBG STA. 19+90 -Y9RPB- BEGIN SBG STA. 209+70 BEGIN SBG STA. 211+11 REMOVE HW & 38’+/- 54" RCP 2GI REMOVE 15’+/- 15" RCP REMOVE (SEE DETAIL Z) LATERAL ’V’ DITCH REMOVE REMOVE (SEE DETAIL AY) 4’ BASE CHANNEL CHANGE 18"w/ELBS. 2GI (SEE DETAIL AX) STANDARD 4’ BASE DITCH (SEE DETAIL Y) STANDARD 4’ BASE DITCH (SEE DETAIL F) (SEE DETAIL BS) LATERAL 8’ BASE DITCH (SEE DETAIL AW) BASE DITCH STANDARD 4’(SEE DETAIL Y) BASE DITCH STANDARD 4’ (SEE DETAIL BR)SPECIAL CUT DITCH (SEE DETAIL C) SPECIAL CUT DITCH (SEE DETAI L Y)STANDARD 4’ BASE DI TCH(S EE D E TA IL B I)S P EC IA L C U T D ITC H ELB ELB(SEE DETAIL CE) BASE DITCH STANDARD 4’ F F F F F F F F C C C C C C C C C F F F F F C C C F C C C F F F F C C C C C C C C C C C C C C C C C C C C C 205+00 210+00 15+00 20+00 15+00 2 0 + 0 0NAD 83/ NA 2011-L- -Y9RPB- -Y9RPC- 15+00 20+00 25+00 -WBL- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_19.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_19.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ T T FILL IN WETLAND DENOTES TEMPORARY SHEET 42 OF 53 PERMIT DRAWING WETLAND DENOTES FILL INFF PROP0SED SBG PROP0SED SBG0.45%GRADEMATCHLINE -L- STA. 201+00 SEE SHEET 1819 SEE SHEET 20-L- STA. 214+00MATCHLINESEE SHEET 20-Y9RPC- STA. 21+80MATCHLINESEE SHEET 20-Y9RPB- STA. 22+20MATCHLINEFOR -L- PROFILE, SEE SHEET: 34 FOR -Y9RPB- PROFILE, SEE SHEET: 44 & 45 FOR -Y9RPC- PROFILE, SEE SHEET: 45 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 14 SITE 14B SITE 14A vvRIP RAP RIP RAP 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP CAUTION LT CAUTION LT UTL POLE INV=196.79’ 15" RCP DIDI INV=194.53’15" RCP INV=191.04’ DI 15" RCP BILLBOARD WOODS WOODS WOODS WOODS WOODS LP CABLE CABLE CABLE WOODS WOODS CABLE 53 54 55 HH 56 57 CONCCONC CONC EIP 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W INV=184.25’ 54" RCP INV=184.82’ 54" RCP 8" CONC WW 14" CONC HW MTR HH HH HH NORTHWOOD DEVELOP CO INC EJP III REAL ESTATE ONE LLC PARRISH FAMILY TRUST1851851851901 9 0 190190 1 9 0 190 190190190195 195 195195195195 195195195195195 195195195 200 200 200 200 200 200 200200200200200200200 2002 00 200200200200200 200 200 200200200200 205205205205205 2 0 5205 205205205205205205205 205205 205 205205 205 205 210210210210E E IN WETLAND DENOTES EXCAVATION CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 49 50 51 FS FS FS 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A2GI-A 24"24" 18"18" RCP-V 18" RCP-V 15" RCP-V 2GI REMOVE REMOVE 2GI 2GI 15" RCP-IV 15" RCP-III 2GIw/ELBS.15" RCP-IV 18" RCP-IV 15" RCP-IV 18"FLOWABLE FILL18" RCP-III FLOWABLE FI LLC C C C C C C TOE PROTECTION 15"w/ ELBS.15"BEGIN SBG STA. 14+86 -Y9RPB- END SBG STA. 19+90 -Y9RPB- BEGIN SBG STA. 209+70 BEGIN SBG STA. 211+11 REMOVE HW & 38’+/- 54" RCP 2GI REMOVE 15’+/- 15" RCP REMOVE (SEE DETAIL Z) LATERAL ’V’ DITCH REMOVE REMOVE (SEE DETAIL AY) 4’ BASE CHANNEL CHANGE 18"w/ELBS. 2GI (SEE DETAIL AX) STANDARD 4’ BASE DITCH (SEE DETAIL Y) STANDARD 4’ BASE DITCH (SEE DETAIL F) (SEE DETAIL BS) LATERAL 8’ BASE DITCH (SEE DETAIL AW) BASE DITCH STANDARD 4’(SEE DETAIL Y) BASE DITCH STANDARD 4’ (SEE DETAIL BR)SPECIAL CUT DITCH (SEE DETAIL C) SPECIAL CUT DITCH (SEE DETAI L Y)STANDARD 4’ BASE DI TCH(S EE D E TA IL B I)S P EC IA L C U T D ITC H ELB ELB(SEE DETAIL CE) BASE DITCH STANDARD 4’ F F F F F F F F C C C C C C C C C F F F F F C C C F C C C F F F F C C C C C C C C C C C C C C C C C C C C C 205+00 210+00 15+00 20+00 15+00 2 0 + 0 0NAD 83/ NA 2011-L- -Y9RPB- -Y9RPC- 15+00 20+00 25+00 -WBL- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_19_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_19_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 43 OF 53 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY T T FILL IN WETLAND DENOTES TEMPORARY WETLAND DENOTES FILL INFF V10=1.9 n=0.065 Q10=37 V10=2.3 n=0.065 Q10=88 V10=1 n=0.065 Q10=6.1 MATCHLINE -L- STA. 234+00 SEE SHEET 22SEE SHEET 20-L- STA. 221+00MATCHLINESEE SHEET 20-Y9RPA- STA. 22+20MATCHLINESEE SHEET 20-Y9RPD- STA. 21+90MATCHLI NESEE SHEET 20 -SR6- STA. 12+75 MATCHLINE 21 -SR7- STA. 18+00 SEE SHEET 26MATCHLI NEFOR -L- PROFILE, SEE SHEET: 35 FOR -Y9RPA- PROFILE, SEE SHEET: 44 FOR -Y9RPD- PROFILE, SEE SHEET: 46 FOR -SR6- PROFILE, SEE SHEET: 55 FOR -SR7- PROFILE, SEE SHEET: 56 FOR -SR8- PROFILE, SEE SHEET: 59 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 15 SITE 16 V10=0.6 n=0.065 Q10=2.0 vvv v vRIP RAP 48" WW & 1SBW 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP CAUTION LT CAUTION LT INV=191.10’ 18" RCP INV=188.92’ DI DI 15" RCP INV=192.89’ DI BILLBOARD WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS DI DI 48" WD48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 61 172 173 10" CONC HW INV=194.64’ 15" RCP FES CONC CONC R/W MON R/W MON R/W MON EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXI STI NG R/WEXISTING R/W EXISTING R/W INV=190.05’ INV=190.65’ 36" RCP 36" RCP FOUND END NOT CHH H H H H HH HH16" DI 16" DI100 PR10 0 PR 72 FOSR 2578 WI LSON MI LLS EXT 30’ PAVED ROADWAYUS HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY SR 2578 WILSON MILLS EXT 24’ PAVED ROADWAY PAVED JOSEPH E PARRISH III JOSEPH E PARRISH III REBA C. WALKER PARRISH FAMILY TRUST PARRISH FAMILY TRUST JOHN W. PARRISH JOHN W. PARRISH 91199.21 NS CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 55 55 56 57 58 59 59 2GI 2GI 2GI HW REMOVE 2GI 2GI-D 2GI 15" FLOWABLE FILLJB w/MH COLLAR COLLARTRENCHLESS I NSTALLATI ON 48" WELDED STEEL 48" RCP- I I I 2GI 2GI JB w/MH15" RCP-V 15" R CP-I V FS 2GI 2GIFLOWABLE FILLFLOWABLE FILL2GI 18"15" RCP-V 15"w/ ELBS.54" RCP-III 2GI 2GI 2GI 18" RCP-III 36" RCP-IV F 15" RCP-V F LOWABLE FI LL(SEE DET AIL A C) SPE CI AL C UT 2’ B ASE DIT C H JB w/MH JB w/MH HW 48" 48" RCP-III INSTALLATION TRENCHLESS30" WELDED STEEL I NSTALLATI ON TRENCHLESS30" WELDED STEEL JB w/MH18" RCP-V 15" RCP-III 18" CSPw/ELB.DITCH RETAIN48"REMOVE HW (SEE DETAIL AD)SPECIAL CUT 8’ BASE DITCH (SEE DETAIL AD)8’ BASE DITCHSPECIAL CUT (SEE DETAIL A) SPECIAL CUT DITCH 30" RCP-VFS 15" RCP- I I I 48" RCP- I I I REMOVE (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL BQ) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A)SPECIAL CUT DITCHELB ELB F F C C F F F F F F F F F F F FFF F C F F F FFF FF F C CC F FC C C F F F F F F F F F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F F FFFFFFFFCFC C C C C C F C C C CC CCCF CC F C C C CC C C C F F 225+00 230+00 15+00 20+00 15+00 20+00 15+00 20+00 15+00 N A D 83/ N A 2011 -SR6- -SR7- - S R8- -L- -Y9RPA- -Y9RPD- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_21.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. LEONA P. PARRISH REVOCABLE TRUST WETLAND DENOTES FILL INFF P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_21.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 44 OF 53 PERMIT DRAWING V10=1.9 n=0.065 Q10=37 V10=2.3 n=0.065 Q10=88 V10=1 n=0.065 Q10=6.1 MATCHLINE -L- STA. 234+00 SEE SHEET 22SEE SHEET 20-L- STA. 221+00MATCHLINESEE SHEET 20-Y9RPA- STA. 22+20MATCHLINESEE SHEET 20-Y9RPD- STA. 21+90MATCHLI NESEE SHEET 20 -SR6- STA. 12+75 MATCHLINE 21 -SR7- STA. 18+00 SEE SHEET 26MATCHLI NEFOR -L- PROFILE, SEE SHEET: 35 FOR -Y9RPA- PROFILE, SEE SHEET: 44 FOR -Y9RPD- PROFILE, SEE SHEET: 46 FOR -SR6- PROFILE, SEE SHEET: 55 FOR -SR7- PROFILE, SEE SHEET: 56 FOR -SR8- PROFILE, SEE SHEET: 59 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 15 SITE 16 V10=0.6 n=0.065 Q10=2.0 vvv v vRIP RAP 48" WW & 1SBW 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP CAUTION LT CAUTION LT INV=191.10’ 18" RCP INV=188.92’ DI DI 15" RCP INV=192.89’ DI BILLBOARD WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS DI DI 48" WD48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 61 172 173 10" CONC HW INV=194.64’ 15" RCP FES CONC CONC R/W MON R/W MON R/W MON 250.00’100.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXI STI NG R/WEXISTING R/W EXISTING R/W INV=190.05’ INV=190.65’ 36" RCP 36" RCP FOUND END NOT CHH H H H H HH HH16" DI 16" DI100 PR10 0 PR 72 FOSR 2578 WI LSON MI LLS EXT 30’ PAVED ROADWAYUS HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY SR 2578 WILSON MILLS EXT 24’ PAVED ROADWAY PAVED JOSEPH E PARRISH III JOSEPH E PARRISH III REBA C. WALKER PARRISH FAMILY TRUST PARRISH FAMILY TRUST JOHN W. PARRISH JOHN W. PARRISH 91199.21 NS 1901901901 9 0 190190 190 190 1901 9 0 190190190195195 195195 195195195 195195 195195195195195 195195 195 1951951 9 5 195195195195195195 195 1951 9 5 195 19 5 195 195195195 195195195 195 195 195195 195 200 200200200 200200 2002 0 0 2 0 0 2 0 0 200200200200200200200CLEARING DENOTES MECHANIZED* * * * ** * ** * * HC HC CLEARING DENOTES HAND 55 55 56 57 58 59 59 2GI 2GI 2GI HW REMOVE 2GI 2GI-D 2GI 15" FLOWABLE FILLJB w/MH COLLAR COLLARTRENCHLESS I NSTALLATI ON 48" WELDED STEEL 48" RCP- I I I 2GI 2GI JB w/MH15" RCP-V 15" R CP-I V FS 2GI 2GIFLOWABLE FILLFLOWABLE FILL2GI 18"15" RCP-V 15"w/ ELBS.54" RCP-III 2GI 2GI 2GI 18" RCP-III 36" RCP-IV F 15" RCP-V F LOWABLE FI LL(SEE DET AIL A C) SPE CI AL C UT 2’ B ASE DIT C H JB w/MH JB w/MH HW 48" 48" RCP-III INSTALLATION TRENCHLESS30" WELDED STEEL I NSTALLATI ON TRENCHLESS30" WELDED STEEL JB w/MH18" RCP-V 15" RCP-III 18" CSPw/ELB.DITCH RETAIN48"REMOVE HW (SEE DETAIL AD)SPECIAL CUT 8’ BASE DITCH (SEE DETAIL AD)8’ BASE DITCHSPECIAL CUT (SEE DETAIL A) SPECIAL CUT DITCH 30" RCP-VFS 15" RCP- I I I 48" RCP- I I I REMOVE (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL BQ) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A)SPECIAL CUT DITCHELB ELB F F C C F F F F F F F F F F F FFF F C F F F FFF FF F C CC F FC C C F F F F F F F F F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F F FFFFFFFFCFC C C C C C F C C C CC CCCF CC F C C C CC C C C F F 225+00 230+00 15+00 20+00 15+00 20+00 15+00 20+00 15+00 N A D 83/ N A 2011 -SR6- -SR7- - S R8- -L- -Y9RPA- -Y9RPD- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_21_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. LEONA P. PARRISH REVOCABLE TRUST WETLAND DENOTES FILL INFF P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_21_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 45 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 191.65 -Y9RPA- STA 21+12.03 PGL = 207.62 SP 44 0.050 3:10.050 4 :1 201.90 6:1 R W R W EEPUE 192.84 -Y9RPA- STA 21+64.61 PGL = 206.25 SP 43 0.050 3:10.050 4 :1200.47 6:1 R W R W PUE 195.80 -Y9RPA- STA 22+17.32 PGL = 204.88 SP 42 0.0500.050 3:13:1 193.28 4 :1199.13 6:1 193.28 3:1 199.13 R W R W EPUE 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 190 190 200 200 210 210 220 220 21+12.03 190 190 200 200 210 210 220 220 230 230 21+64.61 190 190 200 200 210 210 220 220 230 230 22+17.32 X-146W-5600 -Y9RPA- 5 10 WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_Y09-RPA.dgnFBrooks1/21/2019SHEET 46 OF 53 PERMIT DRAWING 190 190 200 200 210 210 220 220 222+50.00 190 190 200 200 210 210 220 220 223+00.00 190 190 200 200 210 210 220 220 223+50.00 X-90W-5600 -L- 5 10 00 1010 2020 3030 4040 5050 6060 7070 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 00 1010 2020 3030 4040 5050 6060 7070 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_L.dgnFBrooks1/21/2019SHEET 47 OF 53 PERMIT DRAWING 0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO.0 USER:FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. SP 45 190.99 -Y9RPD- STA 20+38.10 PGL = 204.64 0.050 0.050 3:16:1 4 :1203.97R W 199.73 SP 45 0.040 0.040 SP 46 4:1 192.54 -Y9RPD- STA 19+89.46 PGL = 205.86 0.050 0.050 3:16:1 4 :1 205.47 R W 200.16 SP 46 0.040 0.040 SP 47 4:1 195.08 -Y9RPD- STA 19+40.73 PGL = 206.81 0.050 0.050 3:13:13:1188.92 6:1 4 :1206.67 R W 200.01 SP 47 0.040 0.040 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 190 190 200 200 12+50.00 190 190 200 200 13+00.00 180 180 190 190 200 200 13+50.00 190 190 200 200 14+00.00 190 190 200 200 14+50.00 190 190 200 200 15+00.00 X-191W-5600 -SR6- 5 10 WETLANDS WETLANDS WETLANDS WETLANDS P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_rdy_xpl_SR06.dgnFBrooks1/21/2019SHEET 48 OF 53 PERMIT DRAWING 0 8/23/99PROJ. REFERENCE NO.SHEET NO.0 8/23/99PROJ. REFERENCE NO.SHEET NO. 191.09 0.025 3:10.025 3:1 0.025 3:10.025 3:1 R W EPUE 190.84 0.031 3:10.031 3:1 0.031 3:10.031 3:1 R W DUE 186.79 0.040 3:10.040 3:1 0.040 3:10.040 3:1 R W DUE 191.25 0.040 3:10.040 3:1 0.040 3:10.040 3:1 R W EPUE 192.90 0.040 4 :10.040 3:1 0.040 4 :10.040 3:1 R W EPUE 193.94 0.040 4 :10.040 3:1 0.040 4 :10.040 3:1 R W PUE C O N C RIP RAP 48" WW & 1SBW 48" WW & 1SBW RIP RAP RIP RAP RIP RAP 48" WW & 1SBW PUMP BILLBOARD WOODS WOODS WOODS WOODS WOODS 8" HDPE8" HDPE TOP=171.49’ TOP=174.50’ SSMH SSMH INV IN=164.34’ INV OUT=164.23’ INV IN=168.80’ INV OUT=168.66’ 8" HDPE8" HDPE CONC71 72 73 74 75 76 CONC CONC CONC T T 16" DI 72 FO 100 PRSR 2569/SR 2570 VAR PAVED ROADWAY PAVED PEGGY E. WALL BEAUFORD C. DEESE JR. HINNANT BROTHERS FARM LLC 48" WW & 1SBW RIP RAP RIP RAP 8" HDPE TOP=160.10’ INV IN=149.23’ INV IN=148.99’ INV OUT=148.80’ SURVEYED END NOT 77 T 100 PR PAVED PAVED CONC FLAG POLENCGS CORS LP 8" BRICK CONC STEPS CONC BOLLARDS CONC AC UNIT CONC MTL SHED STEPS CONC S POLES MTL GENERATOR BOLLARDS PAVED GAS & CANOPY MTL GAS & CANOPY MTL JOHNSTON Co. PUBLIC UTILITIESDuke Energy ProgressCentury LinkDEPARTMENT OF CORRECTIONS NORTH CAROLINA KAT PROPERTIES OF JOHNSTON COUNTY,LLC KAT PROPERTIES OF JOHNSTON COUNTY,LLC SEE SHEET 22-L- STA. 247+00MATCHLINESEE SHEET 24-L- STA. 260+00MATCHLINE23 FOR -L- PROFILE, SEE SHEET: 36 FOR -SR7- PROFILE, SEE SHEET: 57 & 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 17 68 71 72 72 73 74vv4" PVC W/ CONC 4" PVC W/ CONC 36" RCP 15" RCP INV=154.89’ INV=156.05’ INV=155.15’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP 15" RCP TOP=164.68’ DI INV OUT=162.13’ TOP=175.59’ DI INV OUT=173.30’ 15" RCP INV=172.93’ INV=169.16’ INV=169.93’ 24" RCP 54" CMPINV=166.30’ INV=166.25 v vvvvv 18" RCP INV=159.22’INV=160.51’ INV=161.70’ RETAIN FLOWABLE FILLREMOVE D=3.60 INV 173.45 TOP 177.05 D=3.75 INV 173.30 TOP 177.05 D=4.33 INV 162.13 TOP 166.46 D=4.36 INV 162.10 TOP 166.46 INV 161.60 RETAIN COLLAR AND EXTEND 15"D=10.66 INV 153.09 TOP 163.75 C C C 2GI 2GI (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL AJ) SPECIAL CUT 4’ BASE DITCH 2GI 2GI 2GI-A EST. 420 SY GEOTEXTILE EST. 185 TNS. RIP RAP CLASS B RIP RAP C (SEE DETAIL A) SPECIAL CUT DITCH D=3.50 INV 172.72 TOP 176.22 15" INV 163.27 INV 167.80 INV 167.00 CLASS B RIP RAP (SEE DETAIL BA) CREST EL.=171.40’ MODIFIED FALSE SUMP 2GI-A D=5.25 INV 169.51 TOP 174.76 D=5.75 INV OUT 168.53 INV IN 171.91 TOP 174.28 INV 168.00 INV 170.85 INV 168.00 18" RCP-IV 24"18" RCP-III 2GI 30"36"HWTRENCHLESS INSTALLATION 36" WELDED STEEL 166.42 F F C 30" RCP-IIIINV 162.29 C C C C CL B RIP RAP COLLAR AND EXTEND HW HW (BURIED 1.0’) INV 152.00 3 6 " RCP-III EST. 11 SY GEOTEXTILE EST. 5 TN RIP RAP CLASS B RIP RAP INV 154.55 INV 154.82 INV 154.30INV 154.30 REMOVE (SEE DETAIL AG) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL BO) SPECIAL CUT DITCH (SEE DETAIL AP) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH EST. 95 SY GEOTEXTILE EST. 40 TNS. RIP RAP CLASS B RIP RAP GRADE=1.03% DDE=50 CY (SEE DETAIL AU) STANDARD 3’ BASE DITCH (SEE STD. DWG. 876.02) EST. 10 SY GEOTEXTILE EST. 3 TNS. RIP RAP CLASS B RIP RAP DDE=18 CY (SEE DETAIL BX) LATERAL ’V’ DITCH (SEE STD. DWG. 876.02) EST. 28 SY GEOTEXTILE EST. 11 TNS. RIP RAP CLASS B RIP RAP (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH EST. 470 SY GEOTEXTILE EST. 175 TNS. RIP RAP CLASS B RIP RAP DDE=120 CY (SEE DETAIL AZ) STANDARD ’V’ DITCH GRADE=1.48% EST. 170 SY GEOTEXTILE EST. 70 TNS. RIP RAP CLASS B RIP RAP GRADE=0.59% DDE=320 CY (SEE DETAILS CB AND CC) STANDARD 3’ BASE DITCH (SEE DETAIL CA) LATERAL ’V’ DITCH (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH 54" WELDED STEELTRENCHLESS INSTALLATIONINV 153.20 F F C C C C C C C C C F F F C C C C C C C C F F F C C C C F F F F F F F F F F F F F F F FCCCC F F F F F F F F F F F F F F F FF F F F F F F F 250+00 255+00 NAD 83/ NA 2011 -L- 45+00 50+00 55+00 40+00 45+00 -SR6- PC Sta. 37+89.49-SR6- PT Sta. 40+66.62-SR6- PC Sta. 47+66.62-SR6- PT Sta. 49+23.70 -SR6- POT Sta. 49+83.70 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_23.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_23.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 49 OF 53 PERMIT DRAWING C O N C RIP RAP 48" WW & 1SBW 48" WW & 1SBW RIP RAP RIP RAP RIP RAP 48" WW & 1SBW PUMP BILLBOARD WOODS WOODS WOODS WOODS WOODS CONC71 72 73 74 75 76 CONC CONC CONC R/W MON EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W T T 16" DI 72 FO 100 PRSR 2569/SR 2570 VAR PAVED ROADWAY PAVED PEGGY E. WALL BEAUFORD C. DEESE JR. HINNANT BROTHERS FARM LLC 48" WW & 1SBW RIP RAP RIP RAP 77 EXISTING R/W EXISTING R/W EXISTING R/W T 100 PR PAVED PAVED CONC FLAG POLENCGS CORS LP 8" BRICK CONC STEPS CONC BOLLARDS CONC AC UNIT CONC MTL SHED STEPS CONC S POLES MTL GENERATOR BOLLARDS PAVED GAS & CANOPY MTL GAS & CANOPY MTL JOHNSTON Co. PUBLIC UTILITIESDuke Energy ProgressCentury LinkDEPARTMENT OF CORRECTIONS NORTH CAROLINA KAT PROPERTIES OF JOHNSTON COUNTY,LLC KAT PROPERTIES OF JOHNSTON COUNTY,LLC 155 155155 160160160160 16 0 160160 160160160165165165165 165165165165 165165165165165165 165 165 1 6 5 165165170170170170170 170 170170170170170170170170 170 170 170 170 170 17 5 175175175175175175175175 175 175175175175175175175175 175180180180180180180180180180180 180SEE SHEET 22-L- STA. 247+00MATCHLINESEE SHEET 24-L- STA. 260+00MATCHLINE23 FOR -L- PROFILE, SEE SHEET: 36 FOR -SR7- PROFILE, SEE SHEET: 57 & 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 17 68 71 72 72 73 74vv4" PVC W/ CONC 4" PVC W/ CONC 36" RCP 15" RCP INV=154.89’ INV=156.05’ INV=155.15’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP 15" RCP TOP=164.68’ DI INV OUT=162.13’ TOP=175.59’ DI INV OUT=173.30’ 15" RCP INV=172.93’ INV=169.16’ INV=169.93’ 24" RCP 54" CMPINV=166.30’ INV=166.25 v vvvvv 18" RCP INV=159.22’INV=160.51’ INV=161.70’ RETAIN FLOWABLE FILLREMOVE D=3.60 INV 173.45 TOP 177.05 D=3.75 INV 173.30 TOP 177.05 D=4.33 INV 162.13 TOP 166.46 D=4.36 INV 162.10 TOP 166.46 INV 161.60 RETAIN COLLAR AND EXTEND 15"D=10.66 INV 153.09 TOP 163.75 C C C 2GI 2GI (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL AJ) SPECIAL CUT 4’ BASE DITCH 2GI 2GI 2GI-A EST. 420 SY GEOTEXTILE EST. 185 TNS. RIP RAP CLASS B RIP RAP C (SEE DETAIL A) SPECIAL CUT DITCH D=3.50 INV 172.72 TOP 176.22 15" INV 163.27 INV 167.80 INV 167.00 CLASS B RIP RAP (SEE DETAIL BA) CREST EL.=171.40’ MODIFIED FALSE SUMP 2GI-A D=5.25 INV 169.51 TOP 174.76 D=5.75 INV OUT 168.53 INV IN 171.91 TOP 174.28 INV 168.00 INV 170.85 INV 168.00 18" RCP-IV 24"18" RCP-III 2GI 30"36"HWTRENCHLESS INSTALLATION 36" WELDED STEEL 166.42 F F C 30" RCP-IIIINV 162.29 C C C C CL B RIP RAP COLLAR AND EXTEND HW HW (BURIED 1.0’) INV 152.00 3 6 " RCP-III EST. 11 SY GEOTEXTILE EST. 5 TN RIP RAP CLASS B RIP RAP INV 154.55 INV 154.82 INV 154.30INV 154.30 REMOVE (SEE DETAIL AG) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL BO) SPECIAL CUT DITCH (SEE DETAIL AP) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH EST. 95 SY GEOTEXTILE EST. 40 TNS. RIP RAP CLASS B RIP RAP GRADE=1.03% DDE=50 CY (SEE DETAIL AU) STANDARD 3’ BASE DITCH (SEE STD. DWG. 876.02) EST. 10 SY GEOTEXTILE EST. 3 TNS. RIP RAP CLASS B RIP RAP DDE=18 CY (SEE DETAIL BX) LATERAL ’V’ DITCH (SEE STD. DWG. 876.02) EST. 28 SY GEOTEXTILE EST. 11 TNS. RIP RAP CLASS B RIP RAP (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH EST. 470 SY GEOTEXTILE EST. 175 TNS. RIP RAP CLASS B RIP RAP DDE=120 CY (SEE DETAIL AZ) STANDARD ’V’ DITCH GRADE=1.48% EST. 170 SY GEOTEXTILE EST. 70 TNS. RIP RAP CLASS B RIP RAP GRADE=0.59% DDE=320 CY (SEE DETAILS CB AND CC) STANDARD 3’ BASE DITCH (SEE DETAIL CA) LATERAL ’V’ DITCH (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH 54" WELDED STEELTRENCHLESS INSTALLATIONINV 153.20 F F C C C C C C C C C F F F C C C C C C C C F F F C C C C F F F F F F F F F F F F F F F FCCCC F F F F F F F F F F F F F F F FF F F F F F F F 250+00 255+00 NAD 83/ NA 2011 -L- 45+00 50+00 55+00 40+00 45+00 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_23_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_23_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 50 OF 53 PERMIT DRAWING CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES 48" CHL & 3SBW 48" CHL & 3SBW CONCSILT 72" CHL & 3SBW72" CHL & 3SBW WOODS WOODS 10" DIP GR 81 82 83 84 86 85 CONC CONC CONC EIPR/W MON 165.00’EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W W T T 16" DI 16" DI 25 PR72 FO 72 FO 72 FO 16" DI 4" PVC 100 PR US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY 20’ PAVED ROADWAY HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC THOMAS B LONG 18" CURB STATION PUMP WOODSWOODS 8" HDPE 8" HDPE8" HDPE 78 79 LP 80 10" DIP EXISTING R/W T 100 PR 100 PR 4" PVC PAVED DEPARTMENT OF CORRECTIONS NORTH CAROLINA SEE SHEET 23-L- STA. 260+00MATCHLINESEE SHEET 25-L- STA. 273+00MATCHLINE24 FOR -L- PROFILE, SEE SHEET: 37 FOR -SR7- PROFILE, SEE SHEET: 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 17 73 73 74 75 vv4" PVC W/ CONC 4" PVC W/ CONC TOP=164.79’ INV=161.88’ 15" RCP INV OUT=162.94’ DI 15" RCP INV=158.75’ TOP=162.50’ DI INV OUT=160.07’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP TOP=161.84’ DI INV OUT=153.09’ INV IN=153.19’ v vv15" RCP INV=157.91’ INV=158.52’ 30" RCP Conv. DI TO JB w/MH 2GI 2GI REMOVE 2GI 2GI COLLAR AND EXTEND REMOVE RETAIN RETAIN REMOVE 15" RCP-IV 15"FLOWABLE FILL REMOVE (SEE DETAIL T) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH C C C C C C C C C C C RETAIN CLASS B RIP RAP (SEE DETAIL BT) SPECIAL CUT 8’ BASE DITCH END WALL RETAIN COLLAR AND EXTEND 24" RCP-IV15" C C CL B RIP RAP (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH (SEE DETAIL BY) LATERAL 3’ BASE DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AK) SPECIAL CUT DITCH (SEE DETAIL AK) SPECIAL CUT DITCH (SEE DETAIL AG) SPECIAL CUT 4’ BASE DITCH F F F C F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F FFF F C C C C C C C C C C C C C 265+00 270+00 NAD 83/ NA 2011 -SR7- -L- 55+00 60+00 65+00 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_24.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_24.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 51 OF 53 PERMIT DRAWING CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES 48" CHL & 3SBW 48" CHL & 3SBW CONCSILT 72" CHL & 3SBW72" CHL & 3SBW WOODS WOODS 10" DIP GR 81 82 83 84 86 85 CONC CONC CONC EIPR/W MON 165.00’EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W W T T 16" DI 16" DI 25 PR72 FO 72 FO 72 FO 16" DI 4" PVC 100 PR US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY 20’ PAVED ROADWAY HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC THOMAS B LONG 18" CURB STATION PUMP WOODSWOODS 8" HDPE 8" HDPE8" HDPE 78 79 LP 80 10" DIP EXISTING R/W T 100 PR 100 PR 4" PVC PAVED DEPARTMENT OF CORRECTIONS NORTH CAROLINA 150150150150 155155 155 155155155155 155155155155160160160160 160 160160160 160160 160160160160160160 160160160160160160 160160160160160160 160 160160 165165165165165165 165 165165165165165165165165165165165165165165 165165165165 165 165 165165 165165165165165165 SEE SHEET 23-L- STA. 260+00MATCHLINESEE SHEET 25-L- STA. 273+00MATCHLINE24 FOR -L- PROFILE, SEE SHEET: 37 FOR -SR7- PROFILE, SEE SHEET: 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 17 73 73 74 75 vv4" PVC W/ CONC 4" PVC W/ CONC TOP=164.79’ INV=161.88’ 15" RCP INV OUT=162.94’ DI 15" RCP INV=158.75’ TOP=162.50’ DI INV OUT=160.07’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP TOP=161.84’ DI INV OUT=153.09’ INV IN=153.19’ v vv15" RCP INV=157.91’ INV=158.52’ 30" RCP Conv. DI TO JB w/MH 2GI 2GI REMOVE 2GI 2GI COLLAR AND EXTEND REMOVE RETAIN RETAIN REMOVE 15" RCP-IV 15"FLOWABLE FILL REMOVE (SEE DETAIL T) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH C C C C C C C C C C C RETAIN CLASS B RIP RAP (SEE DETAIL BT) SPECIAL CUT 8’ BASE DITCH END WALL RETAIN COLLAR AND EXTEND 24" RCP-IV15" C C CL B RIP RAP (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH (SEE DETAIL BY) LATERAL 3’ BASE DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AK) SPECIAL CUT DITCH (SEE DETAIL AK) SPECIAL CUT DITCH (SEE DETAIL AG) SPECIAL CUT 4’ BASE DITCH F F F C F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F FFF F C C C C C C C C C C C C C 265+00 270+00 NAD 83/ NA 2011 -SR7- -L- 55+00 60+00 65+00 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_24_con.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Stream-Wetland\w5600_hyd_permit_psh_24_con.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ SHEET 52 OF 53 PERMIT DRAWING Hand Existing Existing Channel Channel Permanent Excavation Mechanized Clearing Permanent Temp. Channel Channel Relocation Stabilization Site NRTR Station Structure Fill In in Clearing in SW SW Impacts Impacts for for No.ID (From/To)Size / Type Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Streams Streams (ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)(ft) 1 SB -L- 45+66 3@ 6'x6' RCBC 121 18 32 1A SB -L- 43+84 to 46+55 Toe Protection 0.66 0.07 0.14 1B SB -L- 43+45 to 46+14 Toe Protection 0.09 0.08 0.05 2 WT -L- 62+33 RR pad < 0.01 < 0.01 < 0.01 3 SC/SF -L- 77+24 to 79+70 42" PIPE / 36" PIPE 82 40 198 14 3A SC/SF -L- 79+13 to 79+94 ditch/RR 0.02 0.01 0.02 4 SD -L- 82+56 to 84+70 42" PIPE 42 20 23 4A SD -SR1- 64+00 to 66+56 Outlet protection < 0.01 < 0.01 4B SD -L- 83+5 to 85+20 Fill & Erosion Control < 0.01 0.07 0.07 5 WI -L- 112+30 to 113+33 Easement 0.02 6 WK -L- 113+00 to 115+33 48" PIPE < 0.01 0.04 6A WK -L- 113+50 to 124+50 SR3 1.84 0.45 7 SG -L- 134+00 2x48" PIPE to 42" PIPE 84 42 41 8 SH -L- 144+60 36" PIPE 125 10 8A SH -L- 143+91 to 144+94 Toe Protection < 0.01 0.02 8B SH -L- 144+28 to 144+69 -Y7RPC- 0.02 < 0.01 9 WL -SR3- 46+72 to 49+07 -SR3-0.39 0.03 0.14 10 SI -L- 148+30 to 158+45 2@10'x6' RCBC to 2@10'x7' RCBC 95 92 75 285 10A SI -L- 148+30 to 154+00 Toe Protection 0.11 0.14 10B SI -L- to 160+00 to 162+75 RR Fill slope 0.03 0.05 11 SM -L- 164+50 72" PIPE to 72" PIPE 0.13 157 83 57 11A SM -L- 160+23 to 162+73 RR Fill slope/Culvert phasing 0.20 0.07 0.06 11B SM -L- 165+25 Outlet protection < 0.01 0.02 12 PF -Y7RPA- 18+00 Drain and Fill pond 0.09 13 SP -L- 193+54 36" PIPE 63 40 27 13A SP -L- 193+54 Bore Pit < 0.01 0.06 14 SN/SR -L- 197+60 to 202+52 72" PIPE 436 30 65 44 14A SN/SR -L- 197+60 to 202+52 Fill & Ditch 0.55 0.04 0.11 0.05 14B SN/SR -L- 201+43 to 202+54 Ditch & Erosion Control 0.04 0.03 0.03 15 SO -L- 222+72 LT 48" PIPE 0.10 0.03 0.04 16 ST -L- 222+72 RT / SR6 15+50 48" PIPE 0.22 0.06 0.04 17 SQ -L- 260+14 36" RCP 97 20 TOTALS*:4.20 0.22 1.41 0.48 0.22 1302 395 338 523 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 53 53 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Johnston Co. W-5600 50056.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/16/2018 OF BUFFER IMPACTS PERMIT SHEET 1 OF 15 BUFFER DRAWING SITE 1 SITE 4 SITE 7 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14A SITE 14 SITE 17 Bethesda Ch. Live Oak Ch. L572 Union Ch. Johnston Buffalo ReedyCreekLittle Poplar Reedy Swift Mid dle Creek Poplar CreekCreek CreekLittl ePoplar Creek Reedy Popl ar Creek Little Branch Creek NEUSERIVER NEUSE RIVER NEUSE N E U SE RI VERRIVER CSX Transportation CSXTransportationCSX Transportation Southern Rail way Southern Southern Rail way School Elementary West Smithfield Church Hopewell Elementary School Micro-Pine Level Church Yelverton Grove .22 1.17 95 1.71 Community School South Campus Elementary School South Smithfield AIG Center 1.151.10 .31 95 95 95 96 WendellRd.96 39 39 39 39 St.Pol- lockEighthEighth St.St.School Elementary Selma 96 96 96 96 96 School Middle Selma 96 96 39 .57 1.78 95 951.18 .24 39 Elementary Mills Wilson’s Rail way High School Smithfield Selma Middle School Smithfield Albert 39 96 39 96 Johnston County Airport 210 210 210 R64 Powhatan VICINITY MAP BEGIN PROJECT END PROJECT NEUSE RIVER N E USE RI V E R Pop. 1414 MILLS WILSON’S Pop. 6,394 SELMA Pop. 11,442 SMITHFIELD 1501 1913 70 70 70 95 95 70 BUS 70 BUS 70 BUS Southern Rail way 70 BUS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 1/21/2019P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_tsh.dgnUSER: FBrooksCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAD T V = = = = = = % % MPH ADT ADT % * PROJECT LENGTHDESIGN DATA K Prepared in the Office of: ENGINEERING ETHERILL RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEER NCDOT CONTACT: 2040 55 Bus: 919.851.8077 Fax: 919.851.8107 License No. F-0377 1223 Jones Franklin Rd. Raleigh, N.C. 27606 Prepared for:W-56002550 50 100 50 25 50 100 10 5 10 20 JOHNSTON COUNTY W-5600 DIVISION 4 DIVISION OF HIGHWAYS DIVISION PROJECT MANAGER RETAINING WALLS, & CULVERTS. GRADING, DRAINAGE, PAVING, STRUCTURES, TO WEST OF NEUSE RIVER. US 70 FROM EAST OF US 70 BUSINESS HISP-0070(163)50056.1.1 2020 30,700 45,400 8 14 * TTST = 8%DUAL = 6% FUNC. CLASS = INTERSTATE TOTAL LENGTH TIP PROJECT W-5600 LENGTH STRUCTURE TIP PROJECT W-5600 LENGTH ROADWAY TIP PROJECT W-5600 = 4.978 MILES = 0.019 MILES = 4.959 MILES Wilson NC, 27895 509 Ward Boulevard MATT CLARK, PE JONATHAN HEFNER, PE 4 5 6 78 9 10 11 12 13 14 16 15 17 18 19 21 22 23 24 25 20 TOWN LIMIT WILSON’S MILLS TO I-40 TO I-95 (US 70)-L- (US 70) -L- (US 70) -L- -L- STA. 19+00.00 BEGIN TIP PROJECT W-5600 -L- STA. 281+85.00 END TIP PROJECT W-5600 -Y7- STA. 14+20.00 BEGIN CONSTRUCTION -Y7- STA. 39+00.00 END CONSTRUCTION -Y9- STA. 14+90.00 BEGIN CONSTRUCTION -Y9- STA. 28+00.00 END CONSTRUCTION (SR1501 SWIFT CREEK RD.) -Y7- (SR1913 WILSON’S MILL RD.) -Y9- -L- STA. 217+82.76 END BRIDGE -L- STA. 216+80.96 BEGIN BRIDGE PE A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILSON’S MILLS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. -SR1- -SR1- -SR2- -SR2--SR2--SR3--SR 3--SR4--SR5--SR6- -SR7- -SR8--SR9--SR7- STRICKLAND RD.) -Y5- (SR 1907 MILLS RD.) (SR 1913 WILSON -Y4- BEGIN BRIDGE -Y7- STA. 26+00.00 -Y7- STA. 28+00.00 END BRIDGE RD.) (BEAR FARM SR 1914 (TURNAGE RD.) SR 1915 BOB A. MAY, PE 70 ROW PLANSROW SUBMITTAL 26 2018 STANDARD SPECIFICATIONS SEPTEMBER 17, 2019 50056.2.1 HISP-0070(163)ROW 50056.2.2 HISP-0070(163)UTIL. See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets AB C D A B C D MARCH 2, 2018 MARCH 2, 2018 -L- STA. 236+00.00 END 300’ TAPER -L- STA. 176+00.00 END 300’ TAPER-Y7 LPA- Sta.12+08.00 BEG IN 2’-6" C&G-Y7LPC- Sta.12+90.83 BEGIN 2’-6" C&G -L- STA. 134+00.00 BEGIN 300’ TAPER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_tsh.dgnFBrooks1/21/2019-Y9RPA- TS Sta. 17+93.38-Y9RPA- SC Sta. 19+53.38-Y9 RP A- PT Sta. 25+55.09 -Y9R PC- SC Sta. 12+80.00 -Y9RPC- CS Sta. 18+22.20-Y9RPC- SRS Sta. 21+02.20-Y9 RPC- SC Sta. 22+62.20 -Y9 RPC- PT Sta. 24+74.93 -SR6- PC Sta. 12+89.37 -SR6- PT Sta. 22+63.61-Y7- PC Sta. 29+96.00-Y7- PT Sta. 38+18.59-Y7- POT Sta. 40+11.59-Y7RPA- TS Sta. 11+38.52-Y7RPA- SC Sta. 14+26.52-Y7RPA- CS Sta. 18+13.90-Y7R PA- SRS Sta. 21+01.90-Y7RPA- ST Sta. 26+67.03 -Y7LP A- ST Sta. 18+91.85 -Y7 LP A- CS Sta. 16+83.85-Y7LPA- SC Sta. 12+08.00 -Y7LPC- SC Sta. 12+24.00 -Y7LP C- CS Sta . 17 +56.35 -Y7L PC- ST Sta. 19+80.35 -SR4- PC Sta. 11+26.83 -SR4- PT Sta. 13+16.95 -SR4- PT Sta. 17+80.69 -SR4- POT Sta. 18+19.26 -SR5- PT Sta. 12+12.10 -SR5- PC Sta. 13+78.54 -SR5- PT Sta. 15+44.92 -SR5- POT Sta. 16+09.13 -SR7- POT Sta. 10+00.00-SR7- PC Sta. 13+11.24-SR7- PT Sta. 19+30.70 -SR7- PC Sta. 22+18.97 -SR7- PT Sta. 25+33.17-SR7- PC Sta. 28+28.81-SR7- PT Sta. 34+91.35 -Y9- PT Sta. 19+60.87 -Y9- POT Sta. 31+46.44040140202503025 00 0201 025 000102025 02503 04 05 06 0102 0304 0506 05 04 03 02 01 00 05 04 03 02 01 00 01 02 03 0401 02 03 0403 02503 0201 0001 02025 060604 04 0250250201000102030405 04 05 04 0302504 04 05 06 07 07 06 05 04 0302 0100010203 04 05 025 -Y7- PC Sta. 09+99.96 -Y7- PRC Sta. 15+01.75-Y7- PT Sta. 17+05.430080250302010001 01 00 0102030250100010202502030250100010202502030250110250201 014025 -Y9RPD- SC Sta. 12+00.0005 04 03 025 0504 03025 02503 04 05 06 07 08 080706050403020100 0102 02 01 00 01 02 03 04 05 06 07 08 08 07 06 05 04 03 02 0100 01 02 03 04 0506 0708 08 07 0605 04 03025 -Y9RPB- ST Sta. 22+13.99-Y9RPB- CS Sta. 20+53.99-Y9RPB- SC Sta. 18+26.04 -Y9RPB- TS Sta. 16+66.04 04 05 07 06 05 04 03 025 08 07 06 05 04 03 02 01 00 01 08 -L- POT Sta. 09+99.84-L- TS Sta. 19+49.84-L- SC Sta. 22+49.84-L- CS Sta. 48+89.09 -L- ST Sta. 50+39.09 -L- TS Sta. 56+96.35 -L- SC Sta. 58+96.35 -L- CS Sta. 97+79.68-L- ST Sta. 99+79.68-L- TS Sta. 175+70.05-L- SC Sta. 178+70.05-L- CS Sta. 191+55.84-L- SRS Sta. 194+55.84-L- SC Sta. 196+55.84-L- POT Sta. 28 3+91.75 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 130+00 135+00 140+00 145+00 150+00 155+00160+00165+00 170+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00 255+00 265+00 270+00 275+00 280+00 15+00 20+00 25+00 30+00 35+00 40+00 15+00 15 +00 20+0015+00 25+00 15+00 20+00 25+00 30+00 35+00 40+00 15+0015+00 15+00 20+00 25+00 15+00 20+00 20+00 25+00 30+00 15+00 20+00 25+00 15+00 20+00 25+00 15+00 20+00 25+00 15+00 20+0025+00 30+00 35+00 0250304 01020304 04 04 03 02 01 00 03 025 01 02 025 025 03 03 02 01 00 02 025 01 03 0304 05 06 0405 06 06 06050403 0504030201025 15+00-SR8- POT Sta. 15+03.53-SR9- POT Sta. 10+00.00 -SR9- PC Sta. 11+51.85 -SR9- PT Sta. 12+21.96 -L- CS Sta. 228+98.35 -L- ST Sta. 230+98.35 -SR4- PC Sta. 17+47.58 -Y9RPD- POT Sta. 24+83.92 -Y9RPC- POT Sta. 25+81.78 -Y9- POT Sta. 22+50.00 = -SR6- POT Sta. 10+00.00 -Y9- POT Sta. 27+61.00 = -SR8- POT Sta. 10+00.00-SR7- POC Sta. 16+15.00=04-L- CS Sta. 33+40.23 -L- SC Sta. 34+90.23 40+00 45+00 50+00 55+00 60+00 65+00 70+00 -Y4- PT Sta. 13+39.43 -Y4- PC Sta. 10+00.00 -SR1- PT Sta. 46+38.95 -SR1- PC Sta. 58+24.95 -S R1- P C Sta. 64+74.63 -SR1- PT Sta. 71+04.33 025 025 025 02502 01 00 01 02 03 04 02025 02503 04 04 03 02 01 0000 0250403 TYPE B-77 TYPE B-77 TYPE B-77 013025 025 025 025030201000102 04 025018 02025 025 03 04 04 03 025 02 01 00 01 02025 -Y7RPA- CS Sta. 24+59.03 -Y7RPA- SC Sta. 23+09.90 04 012 01 00 0102 03 04 00 04 00 5007 01 02025 0201 025 03 04 0403 02502 01 00 0102 025 04 0302502 01 00 01 02025 02502 01 00 01 02 04 03 025 04 03 02 0100 01 02 027009010304 020304 01202 0403 00901 00 01 02 045007 01 0202503 02 01 025 04 00 01 02 00 0102 025 03 040250202010001 04 0302502 01 00 01 02 0303303025 0040180102020304 TYPE-III TYPE-IIITYPE-III CAT-1CAT-1TYPE B-77 TYPE B-77TYPE B-77TYPE B-77 TYPE B-77 0100 0102030405 02 5 TYPE B-77 CAT-10405 TYPE B-77 TYPE B-77 TYPE B-77 CAT-1 008 00 01 02 025 CAT-1 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 NAD 83/ NA 2011 24’ 36’46 ’24’46’36’24’ 46’ 24’24’46’24’24’46’24’24’46’24’24’46’24’ 24’46’24’24’46’24’24’ 46’ 24’24’46’24’24’46’24’24’46’24’24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 24 ’46’24’ 36’46’24’ 24 ’46’24’ 24 ’46’36’ 24 ’46’24’ 24 ’46’24’24’46’24’24’ 46’ 24’24’46’24’46’ 24’24’ 46’ 24’ 36’ 36’ 36’ 46’36’46’36’36’ 46’ 36’24’46’24’24’ 30’ 24’24’30’24’24’30’24’24’30’24’36’30’24’36’30’24’24’30’24’24’30’24’24’30’24’24’30’24’24’30’24’24’30’24’24’30’24’10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 14’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S.8:1 8:1 8:1 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 4’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 10’ P.S. 10’ P.S. 12’ P.S. 12’ P.S. 12’ P.S. 13.79’ P.S. 13.79’ P.S. 12’ P.S. 12’ P.S. 13.79’ P.S. 13.79’ P.S. 4’ P.S. 4’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 4’ P.S. 13.79’ P.S.13.79’ P.S. 4’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S.13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S.13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S.13.79’ P.S. 10’ P.S. -L- STA. 19+00.00BEGIN TIP PROJECT W-5600 -L- STA. 281+85.00END TIP PROJECT W-5600 -SR7- STA. 74+60.00END CONSTRUCTION -SR9- STA. 10+50.00BEGIN CONSTRUCTION -SR7- POC Sta. 29+60.00-SR9- POT Sta. 12+99.21=-SR8- STA. 12+30.00END CONSTRUCTION-SR7- STA. 12+00.00BEGIN CONSTRUCTION -SR6- STA. 38+00.00END CONSTRUCTION -Y9- STA. 28+00.00 END CONSTRUCTION -Y7- STA. 14 +20.00 BEGIN CONSTRUCTION -Y7 - ST A. 39+00.00END CONSTRUCTION-SR1- STA. 67+00.00 END CONSTRUCTION -Y4- STA. 10+75.00 BEGIN CONSTRUCTION -SR2- STA. 16+80.00BEGIN CONSTRUCTION -SR1- STA. 10+00.00BEGIN CONSTRUCTION (TYP.)50’ INC+99.84 (TYP.)50’ INC NAD 83/ NA 2011 20’ R 20’ R 24’24’24’24’ 24’ 24’ FROM EXIST.50’ TAPER 24’ 30’ R -L- POT Sta. 155+60.00, 47’ RT.-Y7LP C- TS Sta . 10+00.00=-L- POT Sta. 158+00 .00 , 47’ LT. -Y7LP A- TS Sta. 10+00 .00 =12’-L- POT Sta. 173+00.00, 47’ LT.-Y7RPA- POT Sta. 10+00.00=300’ TAPER 300’ TAPER +00.00 +50.00 +50.00+10.00 REPAT NAIDEM ’065 ’03 OT ’64 MORF NAIDEM NOITISNART LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER LLAW GNINIATER -L- POT Sta. 233+00.00, 39’ LT.-Y9RPA- POT Sta. 10+00.00=300’ TAPER +00.00 CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIERCONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER CONC. BARRIER 24’ 30’ R 24’24’24’24’24’24’18’4’ P.S.G&C "6-’230’ R 70’ R 50’ R 50’ R 24’100’ TAPER TO EXIST.24’40’+50.00+50.0024’12’36’12’100’ RT. TURN BAY TAPER 100’ LT. TURN BAY TAPER +80+20100’ LT. TURN BAY TAPER+4024’12’12’30 ’ R30’ R 70’ R 30’ R 30 ’ R24’12’24’’42 OT ’04 REPAT LACIRTEMMYS ’004+70’04 OT ’42 REPAT LACIRTEMMYS ’004 24’ 100’ TAPER FROM EXIST.20’18’4’ P.S.G&C "6-’216 ’4’ P.S. 4’ P.S.16’4’ P.S. 4’ P.S.30’ 24’REPAT ’01.70124’ 16’REPAT ’001-SR5- STA. 15+75.00 EN D CONSTRUCTI ON16’4’ P.S.4’ P.S. 16’ 4’ P.S.12’ P.S.16’4’ P.S. 4’ P.S.16’12’ P.S. 4’ P.S. 16’12’ P.S. 4’ P.S. 16’12’ P.S.4’ P.S. 16’ 4’ P.S. 4’ P.S.16’4’ P.S. 4’ P.S. 24’ 24’24’24’24’24’ 24’ 24’TO EXIST.50’ TAPER24’24’24’ 24’ 24’ 24’EXIST.FROM50’ TAPER10’ R 10’ R30’ R 30’ R 10’ R10’ R 35’ R35’ R 30’ R 30’ R TO EXIST.50’ TAPER 02 02500011 01001 027 022 025 100’ TAPER FROM EXIST. +51.45 025 02524’ (TYP.)27’ INC +98.95 (TYP.)27’ INC+14.88 +55.43(TYP.) 24’ INC +11.00(TYP.)24’ INC +12.40 +93.50 025 025025 025025 025025 025025 025+34.58(TYP.)24’ INC +88.00(TYP.)20’ INC+53.50 +52.50 (TYP.)INC 20’+90.29 025 025 025 -SR4- STA. 18+00.00 END CONSTRUCTIO N03 02 01 01 02 03 +45.00(TYP.)20’ INC(TYP .)INC20 .81’(TYP.)INC20’+03.00 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 025 06 06 04 04 04 04 04 04 04 04 04 04 04 04 025025 025025 025 025 025025 025025 025025 025 025 +47.33 (TYP.)24’ INC(TYP.)24’ INC+21.37 (TYP.)24’ INC +31.61025 025025 025 -L- POT Sta. 233+00.00, 39’ RT.-Y9RPD- ST Sta. 10+00.00= 600’ FULL LANE +37.59+37.91 (TYP.)INC20’+04.03(TYP.)20’ INC+45.64 (TYP.)20’ INC +41.01 +20.00 (TYP.)INC20’+80.00 (TYP.)20’ INC+77.00 025025(TYP.)INC20’+58.65 (TYP.)20’ INC +20.32 100’ TAPER TO EXIST. 015022022025025+71.50025025 +40.00CAT-1 8:1 8:1 8:1 8:1CAT-1 CAT-1 8:1 8:1 24’ -L- -L- -SR2- -SR1- -SR1- -SR1- -SR1- -Y4- -SR3--SR3- -SR4--SR5--SR6--SR6- -SR6- -SR7- -SR7- -SR8- -SR7--SR9--SR7- -SR7- -L- -L- -L- -L- -L- -Y9RPA- -Y9RPD- -Y9RPD- -Y9RPA- -Y9RPC- -L- -Y9- -L- -Y9RPB- -Y9RPC- -L- -L- -L- -Y7RPA-20+00-Y7RPA--Y7LPA--Y7LPA--L--L--Y7LP C--Y7LPC--Y7- -Y7- -L--L--L--L- -L- -L- -L- -L- -L- 25’ 300’ TAPER +30.0036’24’23’23’03 03 04 04 04 04 -SR1- PT Sta. 62+50.88 -SR1- POT Sta. 63+10.00-Y4- POT Sta. 14+35.28=040404 04 TO EXIST.50’ TAPER 8:1 8:1 CAT-1 04 04 -SR1- -Y5- POT Sta. 10+00.00 -Y5- POT Sta. 19+80.00 -Y5- -Y5- -Y5- STA. 12+30.00BEGIN CONSTRUCTION 300’ TAPER+00300’ TAPER+00 24’ +42.59(TYP.)24’ INC+00.00(TYP.) 24’ INC (TYP.) 24’ INC (TYP.) 24’ INC +53.75 -Y7RPA-1,7002,400 27,80041,6003,300 5,10027 ,20040,50020202040SR 1501-Y7-SR 1501-Y7-ABCD60 01,500 2,400US70-L-US7 0-L-1,000 40 050010 0200-Y7 - POC Sta. 31+96 .00 -Y7R PC- POT Sta . 31+77.21=-Y7- POC Sta . 35 +65.00-SR3- POT Sta. 64 +30.79=-Y7- POC Sta. 31+83.00-SR5- POT Sta . 10+00.00=-SR5- PC Sta. 11+05.00-Y7- POC Sta. 31+70.00-Y7LP C- POT Sta. 21+27.96 =-Y7- P OT Sta. 22+94.00 -Y7RP A- POT Sta. 28+84.03=-Y7 - POT Sta. 23+20.00-Y7LP A- POT Sta. 21+08 .55 =-Y7- POT Sta. 20+25.00-SR4- POT Sta. 10+00.00=AC600’ FULL LANE36’36’300’ TAPER300’ TAPER600’ FULL LANE+60 .00 450’ FULL LANE 450’ FULL LANE 450’ FULL LANE 450’ FULL LANE A C D -Y9-+70.00(TYP.)30’ INC TO EXIST. 50’ TAPER+50.00+00.00 350’ TAPER LT & RT -Y9RPD- ST Sta. 23+20.23100’ BAY TAPER 150’ FULL LANE +00.00 24’ 26’38’ 52’ 24’24’ 24’ 12’ P.S.16 ’4’ P.S. 0424’-SR8- PC Sta. 10+27.11 36’16’ 4’ P.S. 600’ FULL LANE -SR8- -SR7- PRC Sta. 30+47.67 04304 15+00 20+00 25+00 30+00-Y7R PC- SC Sta. 24+52.98-Y7RPC- PT Sta. 29+35.85 080706050403025 -L- POT Sta. 137+00.00, 47’ RT.-Y7RPC- POT Sta. 10+00.00 =12’-Y7RPC- 0001 0203040506 0708 0102 03 04 05 06 0716’4’ P.S. 4’ P.S.16’4’ P.S.4’ P.S.-Y7RPC-010001020304050607 45+00 50+00 55+00 60+00-SR3- PC Sta. 44+02.58-SR3- PT Sta. 52+90.97-SR3- PC Sta. 58+90.97-SR3- PT Sta. 61+80.79-Y7RPC- TS Sta. 13+00.00 -Y7RPC- SC Sta. 15+88.00 -Y7RPC- CS Sta. 19+68.98-Y7RPC- SRS Sta. 22+56.98 04 03 025 02 010001 0202524’(TYP.) 24’ INC+58.97 025 24’-SR3- 025 025 03 04 020100 01 02 24’ 025 +17 .64(TYP.)INC20’ -SR3- 04 03025(TYP.)INC20’+54.12 30’ R04 0302 0100 (TYP.)27’ INC +14.9624’04 02 0301000102 03 00 010203 0404 03 025 +43.81(TYP.)27’ INC (TYP.)27’ INC +48.8524’ 02 500010200 0203 01 03025 -SR1- 8:1 8:1 (TYP.)27’ INC+20.91 15+00 20+00 25+00 30+00 35+00 -SR1- PC Sta. 10+00.00-SR1- PRC Sta. 17+15.63-SR1- PRC Sta. 23+24.82-SR1- PCC Sta. 25+84.86-SR1- PCC Sta. 31+44.83-SR1- PRC Sta. 33+66.918:1 8:1 8:1 8:1 8:1 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 -SR2- POT Sta. 10+00.00 -SR2- PC Sta. 19+34.00 -SR2- PRC Sta. 23+64.71 -SR2- PT Sta. 40+36.97 -SR2- PC Sta. 52+18.63 -SR2- PT Sta. 57+45.31 -SR2- PC Sta. 61+19.38 -SR2- PCC Sta. 65+45.02 8:1 8:1 8’ P.S. 8’ P.S. 8’ P.S. 8’ P.S.83’-5"83’-5"83’-5"8’ P.S. 8’ P.S.83’-5"8’ P.S. 8:1 8:1 8:1 8:1 03 02 01 00 01 025 (TYP.)27’ INC02025 +83.71 03 02 01 00 00 (TYP.)27’ INC 01 02 025 0100(TYP.)27’ INC +81.970102 02502524’24’025 02025 24’ 025 24’025 24’02524’ 24’24’0303 24’0303 24’24’0403 +67.6624’+34.020403 (TYP.)INC 20’ -SR2- -SR2- -SR2- -SR2- -SR2- -SR2-+67.6630+00 -SR6- PC Sta. 29+37.65 -SR6- P RC Sta. 31+65.5902502010250001020250001020001 02 03 0302 (TYP.)24’ INC(TYP.)24’ INC+37.59 (TYP.) 24’ INC +11.16(TYP.)24’ INC+49.65EXIST.FROM 50’ TAPER 010390204 0403(TYP.)INC 20’ 02 02 0100 02 03 04 01 30’ R015012 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 35’35’ 20’ 20’ R 20’ RTYPE-III GREU TL-3GREU TL-3CAT-1 -DR1- POT Sta. 10+00.00-SR2- POC Sta. 90+60.00= -DR1- PC Sta. 10+23.25 -DR1- POT Sta. 12+05.20-DR1- PT Sta. 10+73.24-SR2- PCC Sta. 90+41.00 21’21’ 025 008003 01 02 02 01 02 0102INC20’-Y7- POT Sta. 23+40.00-DR 2- POT Sta. 10+00.00=22’12’ -DR2- PC Sta. 12+20.62-DR2- PT Sta. 12+49.73-DR2- POT Sta. 12+70.00012 02 02012 012 01202 03 02 01 00 01 02 012 012 55’ R GREU TL-38:1 -Y9- PC Sta. 10+00.00 05040302502503040302502502515+00 -Y9RPB- POT Sta. 25+01.42 -Y9RPA- POT Sta. 26+55.71 -Y9- POC Sta. 19+40.00 = -Y9- STA. 14+90.00 BEGIN CONSTRUCTION 30’ R 30’ R 20’ R 12’ R 50’ R 5’ R B -Y9- +00.00 200’ TAPER LT & RT18’ 38’26’ 18’ +00.00 100’ BAY TAPER 24’ 100’ BAY TAPER 141.88’ FULL LANE+40.00EXIST.FROM 50’ TAPER (TYP.) 30’ INC 02 0301005 +41.88 60’ R 01702025 4’ P.S. 16’-Y9RPB- 4’ P.S. GREU TL-3 CAT-1 CAT-1 +61.00 -L- POC Sta. 202+00.00, 47’ LT. -Y9RPB- POT Sta. 10+00.00= -L- POC Sta. 202+00.00, 47’ RT. -Y9RPC- CS Sta. 10+00.00=-SR8- PT Sta. 12+22.75-Y9RPD- CS Sta. 21+20.23 -Y16- PC Sta.11+46.92 -Y16- PT Sta.12+75.26 -Y16- POT Sta.10+00.00 -L- POT Sta. 277+37.21= 025 02 01 02 01 00 03 0201000102 025-SR3-24’ -Y5- POT Sta. 16+60.70-SR3- POT Sta. 9+78.80=-SR2- POT Sta. 97+69.34=95-SR2- PT Sta. 92+60.69-SR2- PC Sta. 93+67.35-SR2- PT Sta. 95+82.9504 030201000102025025 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00-SR7- PC Sta. 39+62.57 -SR7- PT Sta. 41+39.78-SR7- PC Sta. 70+31.98-SR7- PT Sta. 73+46.99 -SR7- POT Sta. 75+23.24 00 03 03025020100 0102025025 0403(TYP.)20’ INC+69.24 0102025 025 025 04 (TYP.)20’ INC+69.2403 025 02 01 00 01 02 025 025 025 03303025 +78.40 -Y5- STA. 18+20.00END CONSTRUCTION 0120120100 01 02025 02025 012 015 35+00 40+00 45+00 -SR6- PT Sta . 34+35.16-SR6- PC Sta. 37+89 .49 -SR6- PT Sta. 40+66 .62-SR6- PC Sta . 47+66.62 -SR6- PT Sta. 49+23.70 -SR6- POT Sta. 49+83.70010001020250250250250250201000102025 025 02 0100 0102 025 025 DR16’ DRCONC12’ DRGR12’ TES TES GR DR 14’ PS4’PS4’ DR24’BST PS2’PS2’PS2’ PS2’ PS2’PS2’PS2’ PS2’ PS2’ BST DR27’ SEALED ABANDONED WELL PAVEDDR12’ GRDR12’GRDR12’ GRDR12’ 12’ GR. DR TESTES DRGR.14’ DRGR24’ DRGR12’ GR DR24’ DRGR12’DRPAVED 12’ DRPAVED12’DRGR12DRGR12’DRGR12’DRGR12’DRGR12’ DRGR12’DRGR12’ DRGR14’DR20’ DRGR12’ DRGR12’ DRPAVED12’ DRPAVED36’ GRDR12’ DRPAVED24’DR PAVED24’ DRPAVED24’ GR DR 24’ GR DR 24’ DRGR16’ 15+00 20+00 25+00 -WBL- POT Sta. 10+00.00 -WBL- PC Sta. 12+55.07 -WBL- -WBL- -WBL- -WBL- PT Sta. 27+70.51 0301402501 00 0102025 CRCR CR CR IN SIDE PROPOSE D AUE.NOTE: DO NOT DISTURB GRAVES & TO MBSTON ES IA-MASH, TL-3IA-MASH, TL-3PAINTED ISLANDN A 2011 N A D 83 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. 2D-1 ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 65+90 TO STA. 70+38 -SR2- RT. DETAIL M b=5.0 Ft. B=3.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Fill 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA. 162+50 TO STA. 162+90 -L- LT. DETAIL U B=8 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front 3: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA. 10+49 TO STA. 12+75 -SR8- LT. DETAIL AC B=2.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 70+87 TO STA. 72+05 -SR2- RT. DETAIL N b=5.0 Ft. B=8.0 Ft. Min. D=2.5Ft. Ground Natural Slope Fill d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 18+00 TO STA. 18+50 -Y7RPA- RT. DETAIL AQ B=3.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner= Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile B 3:13:1D ( Not to Scale) STANDARD BASE DITCH STA. 72+56 -SR7- DETAIL AN B=8.0 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural DRAINAGE DETAILS (NOT TO SCALE) LATERAL BASE DITCH 3:13:1 b d D B ( Not to Scale) 1"/Ft. FROM STA. 29+94 TO STA. 31+16 -Y7- LT. DETAIL S b=5.0 Ft. B=8.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Std. No. 876.01 *When B is > 6.0’- Type of Liner=Class I Rip-Rap Ground Natural Slope Fill Geotextile 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA. 22+50 TO STA. 24+10 -SR7- LT. DETAIL AE B=3.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Ditch Front ( Not to Scale) SPECIAL CUT DITCH DETAIL G D Min. D=1.5 Ft. Slope Ditch Front(Se e X-Se cti ons) 3:1 or Flatter Shoulder Proposed FROM STA 66+50 TO 69+00 -L- RT FROM STA 54+00 TO 56+00 -L- RT 6:1 ( Not to Scale) SPECIAL CUT DITCH DETAIL AP D Min. D=1.5 Ft. Slope Ditch FrontShoulder Proposed (Se e X-Se ctio ns)4:1 or Flatter 6:1 FROM STA 246+50 TO 250+61 -L- RT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 4:1 or Flatter DETAIL AM B=4.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA 278+10 TO STA 279+96 -L- LT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 5:1 FROM STA 36+23 TO STA 40+00 -L- LT DETAIL K B=4.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or DETAIL L Shoulder Proposed Slope Ditch Front 3:1 or Flatter B=4.0 Ft. Min. D=1.5 Ft. FROM STA 256+50 TO STA 257+22 -L- RT FROM STA 40+00 TO STA 41+00 -L- LT D B ( Not to Scale) SPECIAL CUT BASE DITCH 5:1 DETAIL O Ground Natural Slope Ditch Front B=3.0 Ft. Min. D=2.5 Ft.3:1 or Flatt er FROM STA 101+00 TO STA 112+50 -L- RT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 5:1 FROM STA. 112+50 TO STA. 113+04 -L- RT. DETAIL P B=VAR. 3.0 to 6.0 Ft. Min. D=2.5 Ft. Ground Natural Slope Ditch Front 4:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 FROM STA 163+60 TO STA 165+10 -L- LT DETAIL V B=14.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Ditch Front D Flatter4:1 or ( Not to Scale) SPECIAL CUT DITCH w/HINGE 6.0’ 4:1 3:1 DETAIL W Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA 19+69 TO STA 29+48 -Y7RPC- RT FROM STA. 188+00 TO STA. 190+50 -L- LT. FROM STA. 175+50 TO STA. 181+50 -L- LT. FROM STA. 173+00 TO STA. 174+50 -L- LT.3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 DETAIL AG B=4.0 Ft. Min. D=3.0 Ft. Ground Natural Slope Ditch Front FROM STA 29+94 TO STA 34+18 -SR7- LT FROM STA 259+45 TO STA 260+50 -L- RT FROM STA 275+50 TO STA 276+00 -L- LT (See X-Sections) 4:1 or Flatter D ( Not to Scale) SPECIAL CUT DITCH DETAIL AL Min. D=2.0 Ft. Shoulder Proposed Slope Ditch Front or Flatter3:1d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 Min. D=2.5 Ft. Max. d=2.0 Ft. B=3.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile DETAIL AF FROM STA. 24+10 TO STA. 29+26 -SR7- LT. Fill Slope3:1 or Flatter b=4 Ft. d=2 Ft. Type of Liner= Class B Rip-Rap b DETAIL F Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile FROM STA. 47+00 TO 50+20 -SR3- LT. FROM STA. 46+71 TO 50+26 -SR3- RT. FROM STA. 18+10 TO 28+32 -SR3- LT. FROM STA. 17+00 TO 28+82 -SR3- RT. FROM STA. 75+13 TO 75+59 -SR2- RT. FROM STA. 38+55 TO 38+88 -SR2- RT. FROM STA. 36+24 TO 38+15 -SR2- RT. FROM STA. 51+32 TO 52+27 -SR1- RT. FROM STA. 26+96 TO 27+62 -SR1- LT. FROM STA. 25+17 TO 26+60 -SR1- LT. FROM STA. 16+75 TO 17+06 -Y9- RT. FROM STA. 21+35 TO STA. 22+50 -Y7RPA RT.- FROM STA. 18+00 TO STA. 22+80 -Y7RPA LT.- FROM STA. 200+74 TO 201+99 -L- RT. FROM STA. 197+64 TO 199+00 -L- RT. FROM STA. 149+00 TO 154+15 -L- LT. FROM STA. 143+82 TO 144+94 -L- LT. FROM STA. 113+49 TO 114+50 -L- RT. (See X-Sections) 4:1 or Flatter D4: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL H Min. D=1.0 Ft. Slope Ditch Front Ground Natural FROM STA. 22+00 TO STA. 23+30 -Y9RPD- LT. FROM STA. 24+65 TO STA. 27+76 -Y7RPA- RT. ( Not to Scale) SPECIAL CUT DITCH DETAIL D D Min. D=1.5 Ft. Slope Ditch Front (See X-Sections) 3:1 or Flatter(Se e X-Se cti ons)3:1 or Flatter Shoulder Proposed FROM STA 23+20 TO 24+25 -Y9RPB- RT FROM STA 54+00 TO 56+00 -L- LT ( Not to Scale) SPECIAL CUT DITCH DETAIL E FROM STA 14+50 TO 15+50 -Y7LPA- RT D Min. D=1.0 Ft. Slope Ditch Front (See X-Sections) 5:1 or Flatter Ground Natural (Se e X-Se cti ons)5:1 or Flatter ( Not to Scale) SPECIAL CUT BASE DITCH DETAIL AD FROM STA. 27+63 TO STA. 28+12 -SR1- LT. FROM STA. 20+80 TO STA. 21+50 -Y9RPD- LT. FROM STA. 18+92 TO STA. 19+75 -Y9RPD- LT. D B B=8.0 Ft. Min. D=1.0 Ft. Slope Ditch Front (See X-Sections) 3:1 or Flatter (Se e X-Se cti ons)3: 1 or Flatter Ground Natural d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 4:1 or Flatter FROM STA 257+22 TO STA 259+45 -L- RT DETAIL AJ B=4.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH FROM STA 63+00 -SR3- LT TO STA 34+00 -Y7- RT DETAIL Q B=3.0 Ft. Min. D=2.5 Ft. Ground Natural Slope Ditch Front (See X-Sections) 4:1 or Flatter 3:1 or D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH DETAIL X Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural GeotextileFlatter FROM STA. 44+20 TO STA. 47+30 -SR6- LT. FROM STA. 193+00 TO STA. 193+50 -L- LT. FROM STA. 191+00 TO STA. 192+00 -L- LT. FROM STA. 160+50 TO STA. 161+23 -L- LT. d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 Min. D=1.5 Ft. Max. d=1.0 Ft. B=10.0 Ft. Type of Liner=Class A Rip-Rap Ground Natural Ditch Slope Front Geotextile DETAIL AH FROM STA. 34+78 TO STA. 35+50 -SR7- LT. FROM STA. 16+05 TO STA. 19+10 -Y9RPB- LT LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=5.0 Ft. Min. D=2.0 Ft. DETAIL Z Ground Natural Slope Fill B 3:13:1D ( Not to Scale) STANDARD BASE DITCH AT STA. 37+52 -SR7- LT. DETAIL AI B=8.0 Ft. & VARIABLE Min. D=3.0 Ft. Ground Natural Ground Natural D3:1( Not to Scale) SPECIAL CUT DITCH DETAIL B Min. D=2.5 Ft. Ground Natural Slope Ditch Front FROM STA. 91+64 TO STA. 92+50 -SR2- RT FROM STA. 278+10 TO STA. 280+00 -L- RT. FROM STA. 103+50 TO STA. 105+00 -L- LT FROM STA. 25+50 TO STA. 36+00 -L- LT. (See X-Sections) 4:1 or Flatter (See X-Sections) 3:1 or Flatter D3:1( Not to Scale) SPECIAL CUT DITCH DETAIL C Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA. 18+00 TO STA. 20+90 -SR2- LT FROM STA. 19+10 TO STA. 20+50 -Y9RPB- LT 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 3:1 or Flatter DETAIL I B=8.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA. 75+60 TO STA. 76+29 -SR2- RT FROM STA. 22+00 TO STA. 24+20 -Y9RPA- RT ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA. 28+30 TO STA. 31+50 -SR3- LT. DETAIL J b=5.0 Ft. B=3.0 Ft. Min. D=1.0 Ft. Ground Natural Slope Fill d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM STA. 32+47 TO STA. 34+00 -Y7- LT. DETAIL R B=4.0 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile D3: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL T Min. D=2.0 Ft. Ground Natural Slope Ditch Front Flatter4:1 or FROM STA 38+00 TO STA 41+12 -SR7- RT FROM STA 35+50 TO STA 37+03 -SR7- RT FROM STA 42+48 TO STA 44+20 -SR6- RT FROM STA 87+13 TO STA 91+64 -SR2- RT FROM STA 76+78 TO STA 80+70 -SR2- RT FROM STA 280+00 TO STA 281+00 -L- RT FROM STA. 262+00 TO STA. 275+00 -L- RT FROM STA. 161+23 TO STA. 162+00 -L- LT D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or Ground Natural Slope Ditch Front 3:1B=3.0 Ft. Min. D=1.0 Ft. FROM STA. 26+00 TO STA. 26+50 -Y9- RT. FROM STA. 18+50 TO STA. 19+50 -Y7RPA- RT. DETAIL AA B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL AB B=3.0 Ft. Min. D=2.5 Ft. Ground Natural Ground Natural AT STA 26+00 -Y9- LT ( Not to Scale) SPECIAL CUT DITCH DETAIL AO D Min. D=1.5 Ft. Slope Ditch Front (See X-Sections) 4:1 or Flatter Shoulder Proposed 4:1FROM STA 235+50 TO 245+00 -L- RT FROM STA 165+50 TO 166+00 -L- LT B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL Y Ground Natural b TRAVEL LANE EDGE OF EXISTING b=6.0 Ft. B=4.0 Ft. Min. D=3.5 Ft. FROM STA. 17+25 TO STA. 27+05 -WBL- LT. FROM STA. 10+69 TO STA. 13+79 -WBL- LT. EXISTING ROADWAY AT STA. 37+42 -SR3- LT AT STA. 75+08 -SR2- RT AT STA. 59+00 -SR1- RT AT STA. 20+11 -Y7RPA- LT AT STA. 260+48 -L- RT AT STA. 197+94 -L- RT AT STA. 193+44 -L- RT AT STA. 165+15 -L- RT AT STA. 155+00 -L- RT AT STA. 144+57 -L- LT AT STA. 134+77 -L- LT AT STA. 82+77 -L- RT Ground Natural Ground Natural (Variable) Bed Width H (Max.=D+T)TD T =18" (Class I Rip Rap) Stream Bed Level PIPE OUTLET CHANNEL @ JS STREAM Length =4 X D DETAIL AR Geotextile Fabric ( Not to Scale)Existi n g Ba nkTie t o2: 1 or Flatter ( Not to Scale) SPECIAL CUT DITCH DETAIL AK D Min. D=1.5 Ft. Slope Ditch Front (See X-Sections) 4:1 or Flatter(Se e X-Se cti ons) 3:1 or Flatter Shoulder Proposed FROM STA 271+00 TO 275+50 -L- LT FROM STA 260+50 TO 261+50 -L- LT (See X-Sections) 4:1 or Flatter D3:1( Not to Scale) SPECIAL CUT DITCH DETAIL A Min. D=1.0 Ft. Ground Natural Slope Ditch Front FROM STA. 10+50 TO STA. 10+95 --DR1- LT. FROM STA. 10+55 TO STA. 11+40 --DR1- RT. FROM STA. 11+25 TO STA. 12+55 -SR9- RT FROM STA. 11+00 TO STA. 12+55 -SR9- LT FROM STA. 10+60 TO STA. 11+14 -SR8- RT FROM STA. 72+48 TO STA. 74+60 -SR7- RT FROM STA. 41+10 TO STA. 43+07 -SR7- LT FROM STA. 38+20 TO STA. 40+25 -SR7- LT FROM STA. 21+00 TO STA. 22+00 -SR7- LT. FROM STA. 20+50 TO STA. 23+00 -SR7- RT FROM STA. 16+50 TO STA. 17+50 -SR7- RT FROM STA. 13+25 TO STA. 15+40 -SR7- RT FROM STA. 63+00 TO STA. 63+85 -SR3- RT FROM STA. 60+80 TO STA. 63+00 -SR3- LT FROM STA. 54+00 TO STA. 56+50 -SR3- RT FROM STA. 52+00 TO STA. 56+50 -SR3- LT. FROM STA. 13+50 TO STA. 16+00 -SR3- LT. FROM STA. 10+40 TO STA. 17+00 -SR3- RT FROM STA. 92+50 TO STA. 96+87 -SR2- RT FROM STA. 55+18 TO STA. 58+28 -SR2- RT FROM STA. 66+25 TO STA. 66+70 -SR1- LT FROM STA. 23+85 TO STA. 25+20 -Y9RPC- RT AT STA 23+70.48 -Y9RPB- LT FROM STA. 24+20 TO STA. 25+90 -Y9RPA- RT FROM STA. 16+50 TO STA. 19+00 -Y9- LT FROM STA. 14+90 TO STA. 16+00 -Y9- RT FROM STA. 36+10 TO STA. 38+50 --Y7- RT. FROM STA. 33+00 TO STA. 34+00 --Y7- RT. FROM STA. 34+00 TO STA. 36+00 --Y7- LT. FROM STA. 19+00 TO STA. 23+00 --Y7- RT. FROM STA. 12+35 TO STA. 13+00 -Y5- LT. FROM STA. 12+35 TO STA. 13+00 -Y5- RT. FROM STA. 11+00 TO STA. 11+50 -Y4- RT FROM STA. 22+00 TO STA. 29+00 -L- RT P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\W-5600_HYD_drn_details.dgnFBrooks8/16/2018SHEET 2 OF 15 BUFFER DRAWING SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. 2D-2DRAINAGE DETAILS (NOT TO SCALE) Median Ditch ( Not to Scale) FALSE SUMP S S=Ditch Slope etc. GI L 2’DDDitch Grade L LDitch Grade 0.0% To 2.0% Over 2.0% To 4.0% 20’ 30’ Over 4.0% To 6.0% Over 6.0% 40’ 50’ 9" 20’L (See Chart Below) C Proposed Ditch DETAIL BB STA. 153+80 -L- MED STA. 151+05 -L- MED STA. 147+75 -L- MED STA. 144+70 -L- MED STA. 139+65 -L- MED STA. 134+60 -L- MED STA. 129+55 -L- MED STA. 124+55 -L- MED STA. 118+55 -L- MED STA. 114+40 -L- MED STA. 109+90 -L- MED STA. 102+50 -L- MED STA. 99+50 -L- MED STA. 95+65 -L- MED STA. 73+15 -L- MED STA. 68+15 -L- MED STA. 62+45 -L- MED STA. 51+50 -L- MED STA. 48+10 -L- MED STA. 40+65 -L- MED STA. 36+40 -L- MED STA. 32+35 -L- MED STA. 21+10 -L- MED ( Not to Scale) RIP RAP AT EMBANKMENT Grade Ditch GEOTEXTILE 10’min. 1.0’min.1.5 DETAIL BG STA. 198+00 (175’ RT) -L- Geotextile= 16sy Type of Liner= 11 TONS,CL B Rip-Rap 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA 29+32 TO STA 29+94 -Y7- LT DETAIL BH Std. No. 876.01 When B is > 6.0’- Type of Liner= Class I Rip-Rap B=8 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile b D ( Not to Scale) B CHANNEL CHANGE 1"/Ft.Ground Natural DETAIL AY Ground Natural Exist. Channel Fill Slope Proposed 3:13:1 Coir Fiber Matting * Tie to Natural Ground FROM STA 200+50 TO STA 201+05 -L- * FROM STA 197+94 TO STA 199+50 -L- and b=10 Ft. FROM STA 199+50 TO STA 200+50 -L- B=4 Ft. Min. D=2 Ft. FROM STA 197+94 (171.0’ RT) TO STA 201+05 (145.6’ RT) -L- Type of Liner=Coir Fiber Matting (On Banks Only) LS=Ditch Slope S ( Not to Scale) DETAIL BA AT STA 253+42 -L- RT C Proposed Ditch 10:1 20:1 MODIFIED FALSE SUMP STA 253+42 -L- RT EL. 171.40’ B 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL BK B=3 Ft. Min. D=3.0 Ft. Ground Natural Ground Natural FROM STA 170+00 TO STA 173+00 -L- RT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d AT STA 168+80 -L- RT DETAIL BL Std. No. 876.01 When B is > 6.0’- Type of Liner= Class II Rip-Rap B=Variable 5-10 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL BM Std. No. 876.01 When B is > 6.0’- Type of Liner= Class I Rip-Rap B=5 Ft. Max. d=1.5 Ft. Min. D=2.0 Ft. Ground Natural Ground Natural Geotextile AT STA 168+80 -L- RT ( Not to Scale) SPECIAL CUT DITCH DETAIL BN D Min. D=1.5 Ft. Slope Ditch Front(Se e X-Se cti o ns) 3:1 or Flatter Shoulder Proposed FROM STA 58+50 TO 61+00 -L- LT FROM STA 56+00 TO 57+50 -L- LT 4:1 ( Not to Scale) SPECIAL CUT DITCH DETAIL BO D Min. D=2.0 Ft. Slope Ditch Front (See X-Sections) 4:1 or Flatter (Se e X-Se cti ons)2.9:1 or Flatter Shoulder Proposed FROM STA 250+61 TO 252+68 -L- RT 20:1 10:1 LS=Ditch Slope S ( Not to Scale) FALSE SUMP 2’ Traffic Flow Outside Ditch 1.0’ Max.0.5’ Min.etc. GI C Proposed Ditch DETAIL BC STA. 16+65 -SR4- LT STA. 15+50 -SR4- LT STA. 13+55 -SR4- LT STA. 44+45 -SR2- RT STA. 22+15 -Y9RPD- RT STA. 17+25 -Y9RPC- RT STA. 14+30 -Y9RPC- RT STA. 11+85 -Y9RPC- RT STA. 10+70 -Y7LPA- LT STA. 68+15 -L- LT STA. 62+50 -L- LT L S etc. GI 10:1 20 :1 ( Not to Scale) FALSE SUMP 2.0’ Traffic Flow Outside Ditch 1.0’ Max0.5’ Min.S=Ditch Slope C Proposed Ditch DETAIL BD STA. 16+65 -SR4- RT STA. 65+55 -SR2- RT STA. 60+65 -SR2- RT STA. 34+26 -SR2- RT STA. 12+85 -Y9RPD- LT STA. 22+90 -Y9RPC- RT STA. 22+90 -Y9RPC- LT STA. 21+65 -Y9RPA- LT STA. 18+50 -Y7RPC- LT STA. 18+05 -Y7RPC- RT STA. 14+90 -Y7RPA- RT STA. 11+65 -Y7RPA- RT STA. 16+40 -Y7LPA- RT STA. 13+10 -Y7LPA- RT STA. 230+15 -L- RT STA. 148+15 -L- RT STA. 62+55 -L- RT VAR.STAKESLOPE5.0’5.0’ D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 10.0’ V.C. FROM STA. 13+32 TO STA. 14+67 -Y7RPA- RT. FROM STA. 11+54 TO STA. 12+24 -Y7RPA- RT. FROM STA. 10+40 TO STA. 11+02 -Y7RPA- RT. 8.0’ DETAIL AV 4.0’ Max. d=1.5 Ft. Min. D=2.0 Ft. Type of Liner=Class B Rip Rap d Geotextile3: 1 D ( Not to Scale) STANDARD ’V’ DITCH AT STA. 11+50 -DR1- LT FROM STA 10+95 -DR1- LT TO STA 93+50 -SR2- RT FROM STA 277+50 TO STA 278+10 -L- RT Min. D=1.5 Ft. DETAIL AT Ground Natural Ground Natural 3:1 LATERAL ’V’ DITCH ( Not to Scale) 3:1 3:1 D b d 1"/Ft. FROM STA 24+00 TO STA 25+50 -Y7- RT Slope Fill Type of Liner= Class B Rip-Rap b=10 Ft. Max. d=1.0 Ft. Min. D=1.5 Ft. DETAIL BE Ground Natural Geotextile (See X-Sections) 4:1 or Flatter D 4:1( Not to Scale) SPECIAL CUT DITCH DETAIL BP Min. D=1.5 Ft. Slope Ditch Front Ground Natural FROM STA 10+00 TO STA 11+49 -Y7LPA- LT (See X-Sections) 3:1 or Flatter D 6:1( Not to Scale) SPECIAL CUT DITCH DETAIL BR Min. D=2.0 Ft. Ground Natural Slope Ditch Front FROM STA 12+01 TO STA 16+05 -Y9RPB- LT ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA 10+00 TO STA 11+48.78 -Y9RPC- RT b=0 Ft. B=8.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Fill DETAIL BS (See X-Sections) 6:1 or Flatter D ( Not to Scale) SPECIAL CUT DITCH DETAIL BI Min. D=1.0 Ft. Shoulder Proposed Slope Ditch Front or Flatter4:1FROM STA 22+00 TO STA 24+00 -Y9RPD- RT FROM STA 20+79 TO STA 24+89 -Y9RPC- LT FROM STA 22+17 TO STA 25+50 -Y9RPA- LT FROM STA 17+53 TO STA 18+53 -Y9RPA- LT FROM STA 252+00 TO STA 254+00 -L- LT FROM STA 250+61 TO STA 252+00 -L- RT d 3:1B D ( Not to Scale) SPECIAL CUT BASE DITCH 4:1 Min. D=2.5 Ft. Max. d=2.0 Ft. B=10.0 Ft. Type of Liner=Class B Rip-Rap Ground Natural Ditch Slope Front Geotextile DETAIL BV FROM STA. 35+50 TO STA. 37+44 -SR7- LT. 3:1 or D Flatter4:1 or d ( Not to Scale) SPECIAL CUT DITCH DETAIL BW Max. d=2.0 Ft. Min. D=2.5 Ft. Type of Liner= Class A Rip-Rap Slope Ditch Front Ground Natural GeotextileFlatter FROM STA. 31+50 TO STA. 35+50 -SR7- RT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL AU B=3.0 Ft. Max. d=2.0 Ft. Min. D=2.5 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile AT STA 47+75 -SR7- LT AT STA 18+79 -Y7RPA- LT FROM STA 173+00 TO STA 174+86 -L- RT FROM STA 168+75 TO STA 170+00 -L- RT B 3:13:1D ( Not to Scale) STANDARD BASE DITCH DETAIL BZ B=3.0 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural FROM STA 54+42 TO STA 55+57 -SR7- LT FROM STA 51+07 TO STA 54+07 -SR7- LT LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=5.0 Ft. Min. D=1.0 Ft. DETAIL CA Ground Natural Slope Fill3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH (See X-Sections) 3:1 or Flatter B=8.0 Ft. Min. D=2.0 Ft. Ground Natural Slope Ditch Front DETAIL BT FROM STA 22+19 TO STA 24+69 -SR1- LT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d DETAIL CB B=3.0 Ft. Max. d=2.5 Ft. Min. D=3.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile FROM STA 54+18 TO STA 54+41 -SR7- LT 3:13: 1 D ( Not to Scale) STANDARD BASE DITCH B d DETAIL CC B=Variable 3 to 10 Ft. Max. d=3.0 Ft. Min. D=3.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class B Rip-Rap Geotextile FROM STA 54+41 TO STA 54+52 -SR7- LT B 3:13:1D ( Not to Scale) STANDARD BASE DITCH DETAIL AW B=4 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural FROM STA 201+26 TO STA 201+71 -L- LT ( Not to Scale) 3:13:1D B b LATERAL BASE DITCH 1"/Ft. FROM STA 260+50 TO STA 261+50 -L- LT FROM STA 55+57 TO STA 56+07 -SR7- LT DETAIL BY b=5.0 Ft. B=3.0 Ft. Min. D=1.5 Ft. Ground Natural Slope Fill (See X-Sections) 4:1 or Flatter D3: 1 ( Not to Scale) SPECIAL CUT DITCH DETAIL BU Min. D=1.5 Ft. Ground Natural Slope Ditch Front FROM STA. 70+96 TO STA. 72+40 -SR7- RT FROM STA. 56+57 TO STA. 57+57 -SR7- LT FROM STA. 29+00 TO STA. 31+00 -SR7- RT FROM STA. 23+00 TO STA. 27+00 -SR7- RT FROM STA. 14+13 TO STA. 17+00 -SR7- LT FROM STA. 47+30 TO STA. 49+40 -SR6- RT FROM STA. 31+00 TO STA. 40+49 -SR6- RT FROM STA. 56+50 TO STA. 63+00 -SR3- RT FROM STA. 10+40 TO STA. 13+50 -SR3- LT FROM STA. 10+40 -SR3- RT TO STA. 17+50 -Y5- LT FROM STA. 93+50 -SR2- RT TO STA. 18+20 -Y5- RT FROM STA 92+99 TO STA 97+30 -SR2- LT FROM STA. 80+70 TO STA. 84+67 -SR2- RT FROM STA 63+98 TO STA 65+45 -SR2- RT FROM STA. 49+21 TO STA. 55+18 -SR2- RT FROM STA. 58+98 TO STA. 62+60 -SR1- LT FROM STA. 23+00 TO STA. 25+50 -Y9- RT FROM STA. 11+50 TO STA. 13+80 -Y4- RT 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 13+79 TO STA. 17+25 -WBL- LT. DETAIL AX *When B is < 6.0’ Ground Natural Type of Liner=CLASS B RIP RAP b TRAVEL LANE EDGE OF EXISTING EXISTING ROADWAY b=6.0 Ft. B=4.0 Ft. Max. d=2.5 Ft. Min. D=3.0 Ft. AT STA 66+55 -SR1- RT Ground Natural Ground Natural (Variable) Bed Width H (Max.=D+T)TD T =12" (Class B Rip Rap) Stream Bed Level PIPE OUTLET CHANNEL @ JS STREAM Length =4 X D DETAIL CD Geotextile Fabric ( Not to Scale)Existi ng Ba n kTie t o2:1 or Flatter 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA 174+50 TO STA 174+86 -L- RT DETAIL BJ Std. No. 876.01 When B is > 6.0’- Type of Liner= Class I Rip-Rap B=6 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural Geotextile LATERAL ’V’ DITCH ( Not to Scale) 3:1 3:1 D b d 1"/Ft. FROM STA 25+50 TO STA 25+64 -Y7- RT Slope Fill Type of Liner= Class I Rip-Rap b=10 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. DETAIL BF Ground Natural Geotextile (See X-Sections) 3:1 or Flatter D ( Not to Scale) SPECIAL CUT DITCH DETAIL BQ Min. D=1.0 Ft. Shoulder Proposed Slope Ditch Front or Flatter4:1FROM STA 15+52 TO STA 16+52 -Y9RPA- LT FROM STA 47+57 TO STA 47+78 -SR7- LT LATERAL ’V’ DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=5.0 Ft. Min. D=1.5 Ft. DETAIL BX Ground Natural Slope Fill3:13:1 D ( Not to Scale) STANDARD ’V’ DITCH FROM STA 54+07 TO STA 54+40 -SR7- LT Min. D=1.0 Ft. DETAIL AZ Ground Natural Ground Natural D3:1( Not to Scale) SPECIAL CUT DITCH Min. D=1.0 Ft. Ground Natural Slope Ditch Front DETAIL AS FROM STA 11+00 TO STA 13+00 -SR5- RT FROM STA 19+67.59 -Y7- LT TO STA 10+50 -SR4- LT FROM STA 56+85 TO STA 58+98 -SR1- LT FROM STA 42+16 TO STA 44+70 -SR1- LT FROM STA 28+62 TO STA 31+23 -SR1- LT (See X-Sections) 2.5:1 or Flatter 3:13:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 201+05 TO STA. 201+41 -L- LT. DETAIL CE *When B is < 6.0’ Ground Natural Type of Liner=CLASS B RIP RAP b TRAVEL LANE EDGE OF EXISTING EXISTING ROADWAY b=6.0 Ft. B=4.0 Ft. Max. d=2.5 Ft. Min. D=3.0 Ft.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\W-5600_HYD_drn_details.dgnFBrooks9/13/2018SHEET 3 OF 15 BUFFER DRAWING (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) EXCAVATE 2:12:1*2:1 ON BENCH COIR FIBER MATTING N .G .WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DEPTH VARIES WITH GEOTEXTILE CLASS I RIP RAP DETAIL 2076A 1’ DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) *LAID BACK RIP RAPPED SLOPED WHERE CHANNEL WORK Est DDE - 22 cu. yd.; Est Coir Fiber Matting - 17 sq. yd. Est Cl I RR - 17 Tons; Est GeoTextile Fabric - 42 sq. yd. (SEE PLAN VIEW) BENCH WIDTH VARIES INLET CHANNEL TYPICAL 5’ (SEE PLAN VIEW) CHANNEL WIDTH ELEV = 232.94’ ELEV. = 233.0’ TO CULV 2076 INLET ELEV. TO BED ELEV. AT EXISTING CHANNEL BED TRANSITION FROM FROM 20 FT. U/S OF PROPOSED INLET CULVERT 2076 TO PROPOSED INLET CULVERT 2076 PROPOSED GROUND SEE DETAIL 2076BOUTLET CHANNEL TYPICAL(NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) INLET CHANNEL TYPICAL EXCAVATE 2:12:1 2:1 ON BENCH COIR FIBER MATTING N .G .WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DEPTH VARIES WITH GEOTEXTILE CLASS I RIP RAP DETAIL 513A 1’ Est DDE - 65 cu. yd.; Est Coir Fiber Matting - 28 sq. yd. Est Cl I RR - 55 Tons; Est GeoTextile Fabric - 130 sq. yd. ELEV = 183.6’ ELEV. = 184.3’ TO CULV 513 INLET ELEV. TO BED ELEV. AT EXISTING CHANNEL BED TRANSITION FROM (SEE PLAN VIEW) BENCH WIDTH VARIES TO 10’ (SEE PLAN VIEW) FROM EXISTING WIDTH CHANNEL WIDTH VARIES FROM 42 FT. U/S OF PROPOSED INLET CULVERT 513 TO PROPOSED INLET CULVERT 513 PROPOSED GROUND (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL DETAIL 513B (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL TYPICAL *NOTE TRANSITION ALONG EXTENTS 2:1 SLOPE TO EXISTING BANK SLOPE EXCAVATE 2:12:1*2:1 ON BENCH COIR FIBER MATTING (SEE PLAN VIEW) EXISTING CHANNEL WIDTH 10’ WIDE AT OUTLET TO CHANNEL WIDTH VARIES FROM DEPTH VARIESN.G .WITH GEOTEXTILE CLASS I RIP RAP (SEE PLAN VIEW) FROM 0’ TO 8.5’ BENCH WIDTH VARIES WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DETAIL 514B FROM CULVERT 514 OUTLET TO APPROXIMATELY 73’ DOWNSTREAM Est DDE - 736 cu. yd.; Est Coir Fiber Matting - 40 sq. yd. Est Cl I RR - 192 Tons; Est GeoTextile Fabric - 393 sq. yd. ELEV. = 180.7’ ELEV = 181.4’ to BED OF OUTLET FROM OUTLET APPROX. 73’ DOWNSTREAM OF PROPOSED RCBC TO TRANSITION FROM OUTLET 1’ PROPOSED GROUND Est DDE - 354 cu. yd.; Est Coir Fiber Matting - 57 sq. yd. Est Cl I RR - 162 Tons; Est GeoTextile Fabric - 278 sq. yd. DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) *LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK FROM 108 Ft. DOWNSTREAM OF CULVERT 513 OUTLET TO INLET CULVERT 514 9/13 BENCH FLOOD PLAIN BENCH FLOOD PLAIN DETAIL 500514 INLET AND OUTLET SILLS AT LOW FLOW CHANNEL (NOT TO SCALE) HIGH SILL AND FLOOD PLAIN LOW FLOW CHANNEL,SILLS SKEWED MULTI-BARREL CULVERT PLAN VIEW GEWLAHTGEWLAHT 2.0’ 10.0’ 7.0’ ENGINEER. 5) NUMBER OF SILLS DETERMINED BY THE ABOVE BANK FULL. 4) DO NOT SET ELEVATION OF HIGH SILLS FLOW CHANNEL OF STREAM. (THALWEG) MATCH STREAM BED ELEVATION IN LOW 3) TOP OF LOW FLOW SILLS SHOULD SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST BE SUBJECT TO PERMIT CONDITIONS. TO APPROVAL BY THE ENGINEER AND MAY PASSAGE. NATIVE MATERIAL IS SUBJECT PROVIDE A FLAT SURFACE FOR ANIMAL PLACED ON TOP TO FILL VOIDS AND BARREL(S), NATIVE MATERIAL SHOULD BE IS USED TO LINE THE HIGH FLOW CULVERT HIGH FLOW CULVERT BARREL(S). IF RIP-RAP SUPPLEMENT THE NATIVE MATERIAL IN THE BARREL. RIP-RAP MAY BE USED TO BE USED TO LINE THE LOW FLOW CULVERT EXCAVATED FROM THE STREAM BED MAY CONSTRUCTION. ONLY MATERIAL THAT IS FLOODPLAIN AT THE PROJECT SITE DURING EXCAVATED FROM THE THE STREAM OR MATERIAL CONSISTS OF MATERIAL THAT IS CONTINUOUS LOW FLOW CHANNEL. NATIVE IN THE CULVERT SHALL PROVIDE A 1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES *NOTES: SILL HEIGHT BACK FILL WITH NATIVE MATERIAL TO SILL NO SILLS REQUIRED IN THE LOW FLOW BARREL (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL TYPICAL EXCAVATE 2:12:1 2:1 ON BENCH COIR FIBER MATTING N .G .WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DETAIL 2076B 1’ (SEE PLAN VIEW) BENCH WIDTH VARIES ELEV = 232.4’ ELEV. = 232.7’ TO PROPOSED CHANNEL BED BED ELEV. TO OUTLET OF CULV 2076 TRANSITION FROM 5’ (SEE PLAN VIEW) CHANNEL WIDTH CHANNEL FILL IN EXISTING Est Fill - 49 cu. yd. Est DDE - 62 cu. yd.; Est Coir Fiber Matting - 26 sq. yd. Est Cl I RR - 43 Tons; Est GeoTextile Fabric - 102 sq. yd. FROM PROPOSED OUTLET CULVERT 2076 TO 46 FT. D/S OF PROPOSED OUTLET CULVERT 2076 PROPOSED GROUND WITH GEOTEXTILE CLASS I RIP RAP (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) OUTLET CHANNEL TYPICAL EXCAVATE 2:1 WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DETAIL 2076C 5’ (SEE PLAN VIEW) CHANNEL WIDTH CHANNEL FILL IN EXISTING Est DDE - 55 cu. yd.; Est Fill - 10 cu. yd. Est Cl I RR - 34 Tons; Est GeoTextile Fabric - 71 sq. yd. 2:1 FROM 46 FT. D/S OF PROPOSED OUTLET CULVERT 2076 TO 81 FT. D/S OF PROPOSED OUTLET CULVERT 2076 BED ELEV = 232.1’ PROPOSED CHANNEL BED ELEV. = 232.4’ TO PROPOSED CHANNEL TRANSITION FROM N a tu ra lG ro un d PROPOSED GROUND Est DDE - 65 cu. yd.; Est Coir Fiber Matting - 28 sq. yd. Est Cl I RR - 55 Tons; Est GeoTextile Fabric - 130 sq. yd. FROM 42 FT. U/S OF PROPOSED INLET CULVERT 513 TO PROPOSED INLET CULVERT 513 (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL EXCAVATE 2:1 N a tu ra lG round DEPTH VARIES DETAIL 513B 10’ (SEE PLAN VIEW) BENCH WIDTH 1’BED ELEV. EXISTING CHANNEL FROM OUTLET CULVERT 513 TO 108 Ft. DOWNSTREAM SIDE SLOPE EXISTING CHANNEL ON BENCH AND BANKS WITH GEOTEXTILE CLASS I RIP RAP Est DDE - 450 cu. yd. Est Cl I RR - 283 Tons; Est GeoTextile Fabric - 400 sq. yd. VIEW SHOWN IN PLAN ON BANK WHERE CLASS I RIP RAP (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL DETAIL 514A FROM OUTLET CULVERT 513 TO 108 Ft. DOWNSTREAM Est DDE - 450 cu. yd. Est Cl I RR - 283 Tons; Est GeoTextile Fabric - 400 sq. yd. (NOT TO SCALE) (LT TO RT LOOKING DOWNSTREAM) CHANNEL TYPICAL FROM 108 Ft. DOWNSTREAM OF CULVERT 513 OUTLET TO INLET CULVERT 514 EXCAVATE 2:12:1*2:1 ON BENCH COIR FIBER MATTING WITH GEOTEXTILE CLASS I RIP RAP WITH GEOTEXTILE CLASS I RIP RAP DEPTH VARIES WITH GEOTEXTILE CLASS I RIP RAP DETAIL 514A (SEE PLAN VIEW) BENCH WIDTH VARIES 1’ 10’ (SEE PLAN VIEW) CHANNEL WIDTH ELEV = 181.9’ ELEV. = 183.2’ TO CULV 514 INLET BED BED ELEV. TO OUTLET OF CULV 513 TRANSITION FROM N a tu ra lG round PROPOSED GROUND Est DDE - 354 cu. yd.; Est Coir Fiber Matting - 57 sq. yd. Est Cl I RR - 162 Tons; Est GeoTextile Fabric - 278 sq. yd. DIVERGES FROM EXISTING (SEE PLAN VIEW EXTENTS) *LAID BACK RIP RAPPED SLOPE WHERE CHANNEL WORK SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$USERNAME$$$$UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. 2D-3DRAINAGE DETAILS (NOT TO SCALE)P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\W-5600_HYD_drn_details.dgnFBrooks8/16/2018SHEET 4 OF 15 BUFFER DRAWING STA. 24+69 -SR1- LT. D10= 1.5 ft. V10= 1.9 fps Q10= 37 cfs D2= 1.3 ft. V2= 1.8 fps Q2= 29 cfs L PRO.=250 ft. L REQ.=990 ft. SLOPE=0.30% DA=9.9 ac. GRASS SWALE DATA3 3 4 5 6 16+36.36CREST0.70% 0.70% 0.40% 4.00% 1.25% REMOVE FLOWABLE FILLRETAIN EXTEND 15" RCP COLLAR & 2GI 2GI 2GI 2GI 2GI 2GI JB w/MH REMOVE REMOVE 2GI 2GI 2GI2GI 2GI REMOVE REMOVE 15" 15" RCP-IV 18" RCP-IV 18" RCP-V 15" RCP-V 15" RCP-V 36" RCP-IIIHW C C F C F (SEE DETAIL B) SPECIAL CUT DITCH C C C C C Adj. 2GI FS CLASS B RIP RAP 42’-15" RCP REMOVE 2GI FS 2GI FS (SEE DETAIL K) SPECIAL CUT 4’ BASE DITCH 15" RCP-IV INSTALLATION TRENCHLESS18" WELDED STEEL INSTALLATION TRENCHLESS18" WELDED STEELCLASS B RIP RAP EST. 9 SY GEO EST. 4 TNS. RR CLASS B RR CLASS I RIP RAP (SEE STD. DWG. 876.02) EST. 23 SY GEOTEXTILE EST. 10 TNS. RIP RAP CLASS I RIP RAP 876.02) (SEE STD. DWG. EST. 11 SY GEO EST. 3 TNS. RR CLASS B RR SEE DETAIL 2076A INLET CHANNEL TYPICAL CLASS I RIP RAP EST. 9 SY GEO EST. 4 TNS. RR CLASS B RR (SEE DETAIL F) TOE PROTECTION -SR1- +94 END SBG -SR1- +77 BEGIN SBG (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH BOX CULVERT RETAIN & EXTEND EXISTING BOX CULVERTRETAIN & EXTEND EXISTING TOE PROTECTION (SEE DETAIL F)2@6’x6’ RCBC1@5’x6’ &EXTEND(SEE DETAIL BT) SPECIAL CUT 8’ BASE DITCH (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL AD) 8’ BASE DITCH SPECIAL CUT Not Available 36" CSP 24" CSP UZZLE MITIGATION SITE BY OTHERS FOR DS CHANNEL CONSTRUCTED FILLED BY OTHERS EXISTING CHANNEL C C C C C C C C C C C C F F F F F F F F F F F F C C C C C C F F F F F C C F F C C C C C C C C C C C C F F F F F F F F F F F 35+00 40+00 45+00NAD 83/ NA 2011-L- -SR1- 20+00 25+00 30+00 35+00 -SR2-PS2’SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_06.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. MTL POLE R/R TIES CONC R/R TIES GATE 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW BILLBOARD BILLBOARD 48" WW & 1SBW 48" WW & 1SBW WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS 72" CHL & 3SBW 72" CHL & 3SBW GATE 72" CHL & 3SBW48" WW & 1SBW 36" WW & 1SBW48" 4SBW1.5SMTL BUS WOODS 48" WW & 1SBW 48" WW & 1SBW 5 6 7 8 9 10 11 DRAIN 12" TRENCH DEBRIS FULL OF DRAIN 12" TRENCH DEBRIS FULL OF CONC CONC CONC CONC DITCH CONC DITCH E IP COLONIAL PIPLINE 50’ GAS LINE EASEMENT PB 60 PG 13EIP R/W MON R/W MON R/W MON COLONIAL PIPLINE 50’ GAS LINE EASEMENTEOI T T HH T TT MTR 25 PR 25 PR 100 PR 100 PR 24 FO 24 FO 24 FO 12" DI 12" DI 20" STEEL10" STEELUS HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED AUTOMOTIVE RECOVERY SERVICES INC DAYCO HOLDINGS LLC POPLAR CREEK DEVELOPMENT CO SALLIE JANE LANCASTER BOYD LANCASTER BOYD SALLIE JANE WIFE, LINDA B. UZZLE GEORGE C. UZZLE AND MATCHLINE -L- STA. 47+00 SEE SHEET 7MATCHLINE -L- STA. 34+00 SEE SHEET 56 FOR -L- PROFILE, SEE SHEET: 28 FOR -SR1- PROFILE, SEE SHEET: 47 FOR -SR2- PROFILE, SEE SHEET: 49 & 50 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAMES ON PARCEL NO. 3 & 5. BAMSITE 1 SITE 1 LITTLE POPLAR CREEK SHEET 5 OF 15 BUFFER DRAWING MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 v v v4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC TOP=241.50’ INV=235.64’ INV=245.94’ TOP=248.42’ INV=252.84’INV=251.66’ INV=257.29’ TOP=256.93’ INV=254.00’ 15" RCP DI INV OUT=254.51’ 18" RCP 15" RCP DI INV OUT=246.62’ 18" RCP INV OUT=236.86’ DI 8" CONC WW 8" CONC WW 18" CONC HW 8" CONC WW 18" CONC HW 8" CONC WW 15" RCP FOUND END NOT TOP=260.50’ INV OUT=258.92’ DI INV=256.00’ 15" RCP FOUND END NOT INV=259.18’ 15" RCP FES FES FES CUL1CUL2CUL3CUL4CUL5CUL6CE1HW1CUL7CUL8CUL9CUL10CUL11CUL12CE2HW2 (3)72"X72" CONC BOX CULVERT #2 P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_06.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ R061PP CONC R IP RAP BILLBOARD WOODS WOODS WOODS WOODS WOODS 48" WW & 1SBW 72" CHL & 3 SBWWOODS WOODS WOODS CABLE CABLE GRGR GR 1SMTL BUS 48" WW & 1SBW 48" WW & 1SBW BILLBOARD CABLE CABLE 48" WW & 1SBW 19 20 21 22 23 24 25 26 109 110 111 112 GR GR GR CONC CONC WITH ALARMSEPTIC TANK LID R/W MON EIP 60.00’ EXISTING R/W EXISTING R/W EXISTING R/W E XIS TIN G R/WEXISTING R/W EXISTING R/W E XIS TI NG R/WE XIS TI N G R/WEXISTING R/WEXISTING R/W EXISTING R/W DOUBLE Z FARMS LIMITED PARTNE R S HIP 110’ POW ER EA SEM EN TPOW ER EA SEM EN TT EOI MTR 16 " DI 2 5 P R25 PR 100 PR 100 PR 200 PR 7 2 F O12" DI 12" DI 12" PVC DATUR S R 19 13 WI L S ON MI L L S RD VAR P AVE D ROADWAYDOUBLE Z FARMS LIMITED PARTNERSHIP RICKEY D. BATTEN DANIELS LANDING LLC WORTH M. POUNDS PATTIE B. PROCTOR PATTIE B. PROCTOR DOUBLE Z FARMS LIMITED PARTNERSHIP 82239.49 NS V10=3.5 n=0.065 Q10=88 V10=3.2 n=0.045 Q10=58.4 V10=1.8 fps n=0.065 Q10=45 cfs STA. 76+78 -SR2- RT. D10=1.5 ft. V10=1.5 fps Q10=10.6 cfs D2=1.4 ft. V2=1.4 fps Q2=8.2 cfs L PRO.=690 ft. L REQ.=222 ft. SLOPE=0.3 % DA=2.22 ac. GRASS SWALE DATA MATCHLINE -L- STA. 86+00 SEE SHEET 10MATCHLINE -L- STA. 73+00 SEE SHEET 89 FOR -L- PROFILE, SEE SHEET: 29 FOR -SR2- PROFILE, SEE SHEET: 51 FOR -SR1- PROFILE, SEE SHEET: 48 & 49 FOR -Y4- PROFILE, SEE SHEET: 38 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 4 SITE 4 ALLOWABLE IMPACTS ZONE 1 SHEET 6 OF 15 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 2 8 12 13 14 15 16 17 Adj. 2GI COLLAR AND EXTEND 2GI JB w/MH Adj. 2GI JB w/Slab Lid FS 24"2GI-A 15"36" RCP- I I I15" RCP-V 18" RCP-V CC C 2GI 2GI F F F F C C C C C C C FS HW 42" RCP-IIIF (SEE DETAIL N) LATERAL 8’ BASE DITCH REMOVE (SEE DETAIL F) TOE PROTECTION INSTALLATION TRENCHLESS18" WELDED STEEL15" CLASS B RR (SEE DETAIL M) LATERAL 3’ BASE DITCH CLASS B RIP RAP (SEE DETAIL I) 8’ BASE DITCH SPECIAL CUTBURIED 0.7’42" RCP- I I I FLOWABLE FILL(SEE DETAIL M) LATERAL 3’ BASE DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AS)BURIED 0.6’36" RCP-IV(SEE DETAIL A) SPECIAL CUT DITCH vvvv 15" RCP 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W / CONC INV=233.46’ TOP=241.45’ INV=233.84’ INV=234.39’ TOP=242.49’ INV=235.19’ INV=244.43’ TOP=246.96’ 15" RCP INV OUT=244.45’ 36" RCP 36" RCP DI INV IN=234.84’ INV OUT=234.54’ 12" CONC HW DI INVERTS INACC.BOTTOM=233.89’ 42" RCP 42" RCP 12" CONC HW 24" RCP INV=235.23’ INV=235.80’ FES 4" ROOF DRAIN 36" RCP INV=236.22’ INV=236.85’ F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C F C F C F C F C F C F C F C F C F C F F F F F F C C CC F CFCFCFCFCFF F F F F F F F F F F C F C F F F F F F F F F F F F F F F F F F F F F C C C C C C 75+00 80+00 85+00 55+00 60+00 65+00NAD 83/ NA 2 0 1 1-SR1- -Y4 - -L- 70+00 75+00 -SR2- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_09.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_09.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ POND MATCHLINE -L- STA. 125+00 SEE SHEET 12MATCHLINE -L- STA. 138+00 SEE SHEET 1413 FOR -L- PROFILE, SEE SHEET: 31 FOR -SR3- PROFILE, SEE SHEET: 53 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER NAME ON PARCEL NO. 23A. BAMROW REVISION - 7/9/18 - ADDED PARCEL NO. 23A TO FRANCIS TOLER PROPERTY. BAMSITE 7 SITE 7vvvv vv 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC 4" PVC W/ CONC RIP RAP RIP RAP 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW WOODSWOODSWOODS WOODS INV=224.28’ INV=222.23’ INV=222.13’ TOP=227.86’ INV=220.68’ INV=220.26’ INV=225.23’ INV OUT=229.54’ 15" RCP 48" RCP 48" RCP DI 15" RCP 48" RCP48" RCP 8" CONC HW INV OUT=225.02’ CABLE CABLE CABLE WOODS 48" WW & 1SBW48" WW & 1SBW TOP=230.35’ DI INV OUT=226.98’ FES CONC CONC 250.00’EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W 110’ POWER EASEMENT 110’ POWER EASEMENT 15" RCP INV=222.72’ INV=221.80’ G R 16" DI JCMLL HOLDINGS LLC VICTORIA LIPSCOMB TOLER FRANCIS KNOX TOLER & WIFE, SHEET 7 OF 15 BUFFER DRAWING MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 24 23A Adj. 2GI RETAIN RETAIN HW RETAIN F F F F F F F F F F F FS 2GI (SEE DETAIL J) LATERAL 3’ BASE DITCH F F REMOVE TRENCHLESS INSTALLATION 18" WELDED STEELHW ELEVATION 227.00’ TIE FILL SLOPE TO AT -L- 135+64 (89 RT)BURIED 0.7’42" RCP-IIIRETAIN FLOWABLE FILLREMOVE FS F C F C F C F C F C F C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F C F C F F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C 130+00 135+00 30+00 35+00 40+00 N A D 83/ N A 2011 -SR3- -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_13.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_13.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ TTCONCWOOD RAMPBUS TRSATSW/ CAMERAUTL POLE MTL POLEMTL POLESRIP RAPGATEPOLETRAFFIC POLETRAFFIC POLETRAFFIC POLETRAFFIC WELL S LP CONC DECKWD CONC CONC 1SBKD BK STEPS STEPS WD F E NC E S CEMETERY CEMETERY DECK LP LSA LSA WELL 1SBKDBK STEPS C O NC CONC CONC LP48" PLASTIC 48" WW & 1SBWMTL FDC BOX CAUTION LTCAUTION LT48" PLASTICLPLPCAUTION LTCAUTION LTLP U/G FOWOODSWOODS48" WW & 1SBWW5600-4ACABLEMTLMTLMTL GRGR G R GR GR GR GR GR GR GR GRGRGRGR CABLEGRGR48" WW & 1SBWWOODS WOODSWOODS WOODS WOODS 48" WW & 1SBW48" WW & 1SBWWOODSMTL MTL MT L BK BK 4 8 " ELECTRI C48" ELECTRIC 48" PLASTIC BK BK 4 8 " ELECTRI C48" ELECTRIC 48" PLASTIC 48" ELECTRIC48" ELECTRIC48" ELECTRICMTL36" 3SBW 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 36" ELECTRI C36" ELECTRIC GR GR GR WELL WELL WELL LSA LSA 6 0" C H L GR GR LSA GR GR GR CARPORTMTL G G WOODS WOODS WOODS GRGRCANMTL48" WW & 1SBW36" ELECTRICGRGRRIP RAPRIP RAPGATEGATECONC CONC 363738POLEPWR/TRAFFIC 39POLEPWR/TRAFFIC 40LPSTORAGE TANKPROPANE 4142434412112212312412512612712812913013113248" MTL ROD 133134135136137138139140141142143144145146147148149150151152146 HEADSTONES IN CEMETERY AREACONCCONCCONC36" WIREEIP KENNETH R. J ONESR/W MONEIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIPR/W MONR/W MON R/W MON250.00’60.00’60.00’EIP EIP EIP EIP EIP EIP EIP 36" 3SBW 36" WIRE60.00’HH CTHHHHHHTCCTHHCHHCHHCCCHHHHHHSHHHHHHTMTRHHMTRCW 16" DI 16" DI 16" DI16" DI16" DI 24" DI25 PR 25 PR 25 PR25 PR25 PR 100 PR 100 PR100 PR 48 FO 48 FO 48 FO48 FO24 FO24 FO18 FO18 FO18 FO18 FO18 FO10" PVC DATUR10" PVC24" DI DATUR24" DI DATUR SR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY SR 1501 SWIFT CREEK RD 22’ PAVED ROADWAY US HWY 70 WBL VAR PAVED ROADWAYUS HWY 70 EBL VAR PAVED ROADWAYSR 2572 (TWIN CREEK DR) VAR PAVED ROADWAYSR 1501 SWIFT CREEK RD 23’ PAVED ROADWAY SR 1501 SWIFT CREEK RD 23’ PAVED ROADWAY PAVED PAVED PAVEDPAVED KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES ROBERTS & WELLONS INC. WILLIAM C. MARSH JOSEPH BRILES JOSE H. MONTERO-AGUILAR JERRY L. MARSHALL JR. BEATRICE WATSON ROGER G. PRITT JAMES A. RAINES CLARENCE R. RAYNOR SHEILA JONES JERRY B BAKER JCMLL HOLDINGS LLC COLE CREEK ASSOCIATES LLC COLE CREEK ASSOCIATES LLC COLE CREEK ASSOCIATES LLC WILSONS MILLS BAPTIST CHURCH KENNETH R. JONESKENNETH R. JONES KENNETH R. JONES KENNETH R. JONES KENNETH R. JONES JAMES T. NARRON ROGER E. GOWER CHURCH CHRISTIAN WILSONS MILLS WOODS6" PVC DATURCentury Link, 100 PAIR, COPPERCharter Communication10 ", PVC, JOHNSTON CO. PUBLIC UTILITIES6 ", PVC, JOHNSTON CO. PUBLIC UTILITIESP A VE D 85213.38NS87225.29NSTOP=201.13’SSMH(LOCKED)TOP=196.53’SSMH(LOCKED)TOP=195.46’SSMH(LOCKED)ASSUMED CONNECTIVITY PIPE SIZE UNKNOWN ASSUMED CONNECTIVITY PIPE SIZE UNKNOWNASSUMED CONNECTIVITY PIPE SIZE UNKNOWNVICTORIA LIPSCOMB TOLERFRANCIS KNOX TOLER & WIFE,WILSON’S MILLS CHRISTIAN CHURCH STA. ? D10=2.0 fps V10=1.7 fps Q10=20 cfs D2=1.7 fps V2=1.6 fps Q2=15 cfs L PRO.=190 ft. L REQ.=760 ft. SLOPE=0.3% DA=7.6 ac. GRASS SWALE DATA 15 MATCHLINE -L- STA. 163+00 SEE SHEET 16 MATCHLINE -L- STA. 151+00 SEE SHEET 14 FOR -L- PROFILE, SEE SHEET: 32 FOR -SR3- PROFILE, SEE SHEET: 54 FOR -Y7- PROFILE, SEE SHEET: 39 FOR -Y7LPA- PROFILE, SEE SHEET: 40 FOR -Y7LPC- PROFILE, SEE SHEET: 40 FOR -Y7RPA- PROFILE, SEE SHEET: 41 FOR -Y7RPC- PROFILE, SEE SHEET: 42 FOR -SR4- PROFILE, SEE SHEET: 54 FOR -SR5- PROFILE, SEE SHEET: 55 SEE SHEET 14-Y7RPC- STA. 23+50M ATCHLI NESEE SHEET 14-SR3- STA. 54+00MATCHLI NEFOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 TOLER PROPERTY. BAM ROW REVISION-7/9/18-ADDED PARCEL NO. 23A TO FRANCIS DISTURB NOTE ON PARCEL NO. 36. BAM NAME ON PARCEL NOS. 23A & 36. ADDED DO NOT ROW REVISION - 10/8/2018 - UPDATED PROPERTY OWNER SITE 10 SITE 10 SITE 10 SITE 11 PONDPOPLAR CREEKPOPLAR CREEKPOPLAR CREEKALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 8 OF 15 BUFFER DRAWING MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 41 24 25 25 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 45 40 40 23A FLOWABLE FILLAdj. 2GIRETAIN 2GI GRADE TO DRAINGRADE TO DRAINFLOWABLE FILL 2GI-A 2GI 2GI 2GI CB CB CB HW 2GI CB 2GI FLOWABLE FILL 2GI COLLAR AND EXTENDCOLLAR AND EXTENDRETAIN GRADE TO DRAINGRADE TO DRAIN18" 24"42"2GI 2GI w/ELBS2GI 2GI w/ELBS2GI 15" RCP-V DI DI HW 3 6 " RCP-III 36" RCP-III 1 5" CS Pw/E L BS CB FS18" 1 8 " CB REMOVE15" 2GI-A ELB ELB15"15" RCP-IV 15" RCP-V 15"2GI CCC C C C C C C C C C C C C C C C HW HW 2GI 1 5 " RCP-V ELB ELB 2GI 2GI-A JB w/MH 24"30"15" RCP-III REMOVE REMOVE REMOVE FSBEGIN SBG STA. 24+49 END SBG STA. 25+97+/- BEGIN SBG STA. 24+23 END SBG STA. 25+83+/- BEGIN SBG STA. 28+20+/- END SBG STA. 29+48 BEGIN SBG STA. 28+06+/- END SBG STA. 29+63+/- 2GI 15"18"24"DI CB CB 2GI 2GI 18" RCP-III 18" RCP-V 18"15 " RCP -V 30"18" RCP-V 24"18" R CP-III REMOVE 18" RETAIN 18" REMOVE 15"REMOVE REMOVE 15" 15" REMOVE 15" REMOVE 15" 15" REMOVE 15"REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN REMOVE REMOVE REMOVE15" RCP-III 48" RCP-III48"FILL EXISTING DITCH36" RCP-III36" RCP-I V(SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL F)TOE PROTECTIONREMOVE FILL POND DRAIN & 30" RCP-III TOE PROTECTION(SEE DETAIL F)CFC C C (SEE DETAI L T)SPECI AL CUT DI TCH(SEE DETAIL R) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH 15" RCP-III (SEE DETAIL U) SPECIAL CUT 8’ BASE DITCH (SEE DETAIL H) SPECIAL CUT DITCH 24" RCP -III 2GI-A 18" RCP72" RCP-III BURIED 1.0’15"FS FS FS FS FS RETAIN REMOVE FS REMOVE FS 15" (SEE DETAIL A) SPECIAL CUT DITCH 2 @10’x6’ RCBC EXTEND 2 @10’x6’ RCBC EXTEND 18" RCP-III 2@10’x7’ RCBC (BURI ED 1’ ) 42" RCP-III GRADE=4.29%(SEE DETAIL S) LATERAL 8’ BASE DITCH GRADE=4.29% (SEE DETAIL BH) STANDARD 8’ BASE DITCH (SEE DETAIL AS) SPECIAL CUT DITCH 15"(SEE DETAIL W)SPECIAL CUT DITCH w/ HINGE(SEE DETAI L W)SPECI AL CUT DI TCH w/ HI NGE18" RCP-V (SEE DETAIL A) SPECIAL CUT DITCH(SEE DETAIL BU)SPECIAL CUT DITCH(SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL Q ) SPECIAL CUT 3’ BASE DITCH (SEE DETAIL A) SPECIAL CUT DITCH (SEE DETAIL BF) LATERAL ’V’ DITCH (SEE DETAIL BP) SPECIAL CUT DITCH (SEE DETAIL E) SPECIAL CUT DITCH (SEE DETAIL BE) EST. 155 SY GEOTEXTILE EST. 52 TNS RIPRAP CLASS B RIPRAP LATERAL ’V’ DITCH EST. 32 SY GEOTEXTILE EST. 15 TNS RIPRAP CLASS I RIPRAP (SEE DETAIL AU)EST. 120 SY GEOTEXTILEEST. 50 TNS RIPRAPCLASS I RIP RAP GRADE=3.5% DDE=185CYSTANDARD 3’ BASE DITCHGRADE=1.85% INVERT=212.85 (SEE DETAIL AS) SPECIAL CUT DITCH C F vvv v15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 4" PVC W/ CONC4" PVC W/ CONC18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP TOP=192.71’DIINV IN(NW)=188.41’INV IN(SW)=188.42’INV OUT(SE)=188.18’18" RCP18" RCP15" RCPPIPE BURRIEDPIPE DIRECTIONTOP=193.49’DIINV OUT=188.53’DITOP=194.90’INV OUT=189.85’10" CONC WW12" CONC HW16" CONC HW10" CONC WW10" CONC WW10" CONC WW10" CONC WW16" CONC HW10" CONC WW16" CONC HW10" CONC WW10" CONC WW15" RCP 15" RCP 15" RCP 24" RCP INV=194.84’ INV=193.80’ FES CUL1CUL2CUL3CUL4CE1HW1CUL5CUL6CUL7CUL8CE2 HW2CUL1CUL2CUL3CUL4CE1HW1CUL5CUL6CUL7CUL8CE2HW215" RCPINV=184.04’54" CMPINV=189.40’INV=189.23’INV=192.73’INV=192.39’30" RCP60" RCPINV=190.38’INV=190.87’CULVERTPIPE TIES TO (2) 10’X6’ CONC CULVERT #3(2) 10’X6’ CONC CULVERT #4INV=188.44’24" RCPINV=183.30’24" RCPFCFFFFFFFFCFFFFFFFFFCFCFCFCFFFCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCFCFCCCCCCCCCCCFCFCCCCCCF CFCF F F F C FCFCFCFCF CF C F CFCFC F F C C C C C C C C C C F F C F F C F F C F F F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C C C C C C F F CCCC C C F CFC C C C C C C F C C C C CCFFFF F F F FFFFFFFFFFFFCCCCCC C CFFFCC C CCC C C C C C C C C CCCCCCCCC CCCCCCCCCCCCCF F F F F F FFFFF FCCF155+00160+0015+00 20+00 25+00 30+00 35+00 40+00 15+00 15+00 2 0 + 0 025+0015 + 0 0 15+00N A D 83/ N A 2011 -SR4--S R5- 2 0 + 0 0 -Y7 R P A- -Y7 L P A- -Y7LP A- -L- -L--Y7LPC --Y7 LP C- -Y7- -Y7--Y7RPA-25+003 0 +0 0 -Y7 RP C-55+0060+00-SR3-I A-MASH, TL-3I A-MASH, TL-375’ +84 -Y7-P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_15.dgnUSER: FBrooksLOCATION: DESIGNED BY: CHECKED BY: COUNTY:TIP NO.: DATE: PLANS 0 GRAPHIC SCALE REVISIONS 6/2/992550 50 100 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_15.dgnFBrooks1/21/2019GRAPHIC SCALE 0’200’200’ RIP RAP BILLBOARD WOODS WOODS CABLE CABLE CABLE 45 46 47 CONCCONC CONC CONC R/W MON EXISTING R/WEXISTING R/W HHS MTR KENNETH R. JONES KENNETH R. JONES STEPHEN N. WILSON T BILLBOARD WOODSWOODS WOODS KENNETH R. JONES KENNETH R. JONES EIP EIP EIP EIP EXISTING R/W EXISTING R/W 6" PVC DATUR HTR HTR HT R GR GRGR CANOPY MTL DECK WD BK DECK WD PUMP SEPTIC PUMP SEPTIC PUMP SEPTIC CONCSHED C O NC STEPSBK SHED SHEDSHED SHED DECK WD WELL 21’ SOIL ROADWAYTWIN CREEK DRIVE WELL EIP EIP EIP EIP JUSTO R. BADILLO ELIEL S. GUTIERREZ PARTNERSHIP JCLU LIMITED Century Link, 100 PAIR, COPPER Charter Communication TC 10 ", PVC, JOHNSTON CO. PUBLIC UTILITIES6 ", PVC, JOHNSTON CO. PUBLIC UTILITIES Duke Energy Progress 6 ", PVC, JOHNSTON CO. PUBLIC UTILITIES Century LinkDuke Energy Progress Charter Communication DATR 6" GATE VALVE W/ MJ PLUG 10 ", PVC, JOHNSTON CO. PUBLIC UTILITIES 12" PVC (PER PLANS) 12" PVC (PER PLANS) W/ 12" DI (PER PLANS) 24" STEEL ENCASEMENT PIPE 12" PVC (PER PLANS)12" PVC (PER PLANS)GRASS SWALE DATASTA. 163+60 -L- D10=1.0 ft. V10=1.6 fps Q10=27 cfs D2= 0.9 ft. V2=1.5 fps Q2=21 cfs L PRO.=140 lf. L REQ.=1410 lf. SLOPE=0.30% DA=14.1 ac. GRASS SWALE DATA MATCHLINE -L- STA. 163+00 SEE SHEET 15MATCHLINE -L- STA. 175+00 SEE SHEET 1716 FOR -L- PROFILE, SEE SHEET: 33 FOR -Y7RPA- PROFILE, SEE SHEET: 41 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3Pere nnial / BuffersSISITE 11 SITE 11 SITE 10 SHEET 9 OF 15 BUFFER DRAWING MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 45 47 40 40 46 Adj. 2GI RETAIN RETAIN BDO Adj. 2GI RETAIN BDO Adj. 2GI RETAIN REMOVE 2GI-A 2GI-A18"2GI-D 30" CSPFS 2GI-A FS 2 4 "24"TRENCHLESS INSTALLATION 30" WELDED STEEL (SEE DETAIL W) SPECIAL CUT DITCH w/ HINGE C C C C JB w/MH CLASS B RIP RAP RETAIN(SEE DETAIL V) SPECIAL CUT 14’ BASE DITCH HW HW 30" WELDED STEEL COLLAR AND EXTEND 15" RCP(SEE DETAIL U)SPECIAL CUT 8’ BASE DITCH(SEE DETAIL AA) SPECIAL CUT 3’ BASE DITCH (SEE DETAIL AQ) SPECIAL CUT 3’ BASE DITCH EST 65 SY GEOTEXTILE EST. 30 TNS RIP RAP CLASS B RIP RAP EST 35 SY GEOTEXTILE EST. 15 TNS RIP RAP CLASS B RIP RAP (SEE DETAIL AV) BERM DITCH (SEE DETAIL AV) BERM DITCH EST 30 SY GEOTEXTILE EST. 13 TNS RIP RAP CLASS B RIP RAP BERM DITCH BURI ED 1.0’ 7 2"FLOWABLE FILLREMOVE (SEE DETAI L F)TOE PROTECTI ON2GI FLOWABLE FILLREMOVE TRENCHLESS INSTALLATION 30" WELDED STEEL TRENCHLESS INSTALLATION 30" WELDED STEEL 58" x 36" CSPA2 @HW F F INV=178.00 INV=175.25 INV=173.3 GRADE=5.90% (SEE DETAIL BL) STANDARD BASE DITCH 30" RCP-IIIFILL POND DRAIN & DDE=200 CY 42" RCP-III (SEE DETAIL AU) EST. 120 SY GEOTEXTILE EST. 50 TNS RIPRAP CLASS I RIP RAP GRADE=3.5% DDE=185CY STANDARD 3’ BASE DITCH (SEE DETAIL BJ) STANDARD 6’ BASE DITCH(SEE DETAIL AU) STANDARD 3’ BASE DITCH GRADE=3.95% (SEE DETAIL BM) STANDARD 5’ BASE DITCH (SEE DETAIL AU) STANDARD 3’ BASE DITCH (SEE DETAIL BK) STANDARD 3’ BASE DITCH REMOVERETAINRETAIN TRENCHLESS INSTALLATIONvv 4" PVC W/ CONC 4" PVC W/ CONC TOP=198.07’ TOP=196.69’ TOP=195.34’ DI TOP=194.90’ INV OUT=189.85’ DI INV OUT=191.25’ 24" RCP DI INV IN=192.67’ INV OUT=192.57’ DI INV OUT=193.71’ 4" PVC W/ CONC 30" RCP INV=180.91’ 72" RCP INV=188.76’ INV=187.23’18" RCP 12" CONC WW 12" CONC HW 12" CONC WW vvv INV=187.90’ INV=191.32’ INV=182.91’ 15" RCP INV=179.67’ 72" RCP INV=176.40’INV=176.44’ INV=176.03’INV=176.16’ 15" RCP INV=184.14’ INV=184.74’ 24" CMP INV=184.67’ 18" RCP 15" RCP 15" CPP 15" R C P54" C MP 60" C MPFFF F C F C F F F F F F F F F F F F F F F F F F F C F C F F F F F CC CC C CC C CC C C CCCCC FCF CF CF F F F165+00 170+00 1 5 + 0 0 N A D 83/ N A 2011 -L--Y 7R PA -SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_16.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_16.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ RIP RAP RIP RAP RIP RAP RIP RAP 18" CURB BILLBOARD BILLBOARD BILLBOARD WOODS WOODS WOODS WOODS WOODS CABLE CABLE CABLE WOODS WOODS WOODS WOODS WOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 50 51 52 CONC CONC CONC 250.00’EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WEIP EIP MTR 24" DI 24" DI US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY PAVED STEPHEN N. WILSON KENNETH R. JONESKENNETH R. JONESKENNETH R. JONES SELCO CONSTRUCTION INC SELCO CONSTRUCTION INC PARRISH FAMILY TRUSTMATCHLINE -L- STA. 188+00 SEE SHEET 17MATCHLINE -L- STA. 201+00 SEE SHEET 1918 FOR -L- PROFILE, SEE SHEET: 34 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 13 SITE 13 SITE 14 SITE 14A ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 SHEET 10 OF 15 BUFFER DRAWING 48 48 49 2GI Adj. 2GI RETAIN Adj. 2GI FLOWABLE FILL15"COLLAR HW HW TRENCHLESS INSTALLATION 42" WELDED STEEL C C C C C C RETAIN INSTALLATION TRENCHLESS24" WELDED STEEL RETAIN HW COLLAR AND EXTEND RETAIN REMOVE REMOVE (SEE DETAIL Y) STANDARD 4’ BASE DITCH 72" BURIED 1.0’BURIED 1.0’TRENCHLESS INSTALLATION 72" WELDED STEELBURIED 1.0’72" RCP-III(SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL W) w/ HINGE SPECIAL CUT DITCH (SEE DETAIL AY) GRADE=0.5% 4’ BASE CHANNEL CHANGE JB w/MH TOE PROTECTION (SEE DETAIL F) (SEE DETAIL Y) BASE DITCH STANDARD 4’ (SEE DETAIL CE) BASE DITCH STANDARD 4’ v v 4" PVC W/ CONC 4" PVC W/ CONC CONC TOP=198.43’ INV=191.00’ DI INV OUT=194.38’ 15" RCP 36" RCP TOP=200.05’ 36" RCP INV=185.39’ DI INV OUT=186.17’INV IN=186.25’ INV=187.26’ FES TOP=201.28’ DI INV OUT=197.94’ INV=197.37’ 15" RCP FES 12" CONC HW24" RCPINV=191.71’ FOUND END NOT C C C C C C C F C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 190+00 195+00 200+00NAD 83/ NA 2011-L- -WBL- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_18.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_18.dgnFBrooks1/21/2019GRAPHIC SCALE 0’100’100’ RIP RAP RIP RAP RIP RAP CAUTION LT CAUTION LT UTL POLE BILLBOARD WOODS WOODS WOODS WOODS WOODS LP CABLE CABLE CABLE MTL WOODS WOODS 48" WW & 1SBW 48" WW & 1SBW 48 " WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW 48" WW & 1SBW CABLE 53 54 55 HH 56 57 CONCCONC CONC EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/WMTR HH HH HH NORTHWOOD DEVELOP CO INC EJP III REAL ESTATE ONE LLC PARRISH FAMILY TRUST PROP0SED SBG PROP0SED SBG0.45%GRADESTA. 10+10 -Y9RPC- RT. D10=1.4 ft. V10=1.8 fps Q10=30 cfs D2=1.2 ft. V2=1.7 fps Q2=23 cfs L PRO.=148 ft. L REQ.=670 ft. SLOPE=0.3% DA=6.7 ac. GRASS SWALE DATAMATCHLINE -L- STA. 201+00 SEE SHEET 1819 SEE SHEET 20-L- STA. 214+00MATCHLINESEE SHEET 20-Y9RPC- STA. 21+80MATCHLINESEE SHEET 20-Y9RPB- STA. 22+20MATCHLINEFOR -L- PROFILE, SEE SHEET: 34 FOR -Y9RPB- PROFILE, SEE SHEET: 44 & 45 FOR -Y9RPC- PROFILE, SEE SHEET: 45 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 14 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 SHEET 11 OF 15 BUFFER DRAWING GRAPHIC SCALE 0’100’100’ 49 50 51 FS FS FS 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI 2GI-A2GI-A 24"24" 18"18" RCP-V 18" RCP-V 15" RCP-V 2GI GRADE TO DRAIN REMOVE REMOVE 2GI 2GI 15" RCP-IV 15" RCP-III 2GIw/ELBS.15" RCP-IV 18" RCP-IV 15" RCP-IV 18"FLOWABLE FILL18" RCP-III FLOWABLE FI LLC C C C C C C TOE PROTECTION 15"w/ ELBS.15"BEGIN SBG STA. 14+86 -Y9RPB- END SBG STA. 19+90 -Y9RPB- BEGIN SBG STA. 209+70 BEGIN SBG STA. 211+11 REMOVE HW & 38’+/- 54" RCP 2GI REMOVE 15’+/- 15" RCP REMOVE (SEE DETAIL Z) LATERAL ’V’ DITCH REMOVE REMOVE (SEE DETAIL AY) 4’ BASE CHANNEL CHANGE 18"w/ELBS. 2GI (SEE DETAIL AX) STANDARD 4’ BASE DITCH (SEE DETAIL Y) STANDARD 4’ BASE DITCH (SEE DETAIL F) (SEE DETAIL BS) LATERAL 8’ BASE DITCH (SEE DETAIL AW) BASE DITCH STANDARD 4’(SEE DETAIL Y) BASE DITCH STANDARD 4’ (SEE DETAIL BR)SPECIAL CUT DITCH (SEE DETAIL C) SPECIAL CUT DITCH (SEE DETAI L Y)STANDARD 4’ BASE DI TCH(S EE D E TA IL B I)S P EC IA L C U T D ITC H ELB ELB(SEE DETAIL CE) BASE DITCH STANDARD 4’vv4" PVC W/ CONC 4" PVC W/ CONC TOP=201.55’ INV OUT=197.60’ INV=196.79’ 15" RCP TOP=199.12’ DIDI INV OUT=195.15’ INV=194.53’15" RCP TOP=197.61’ INV=191.04’ INV OUT=193.51’DI 15" RCP INV=184.25’ 54" RCP INV=184.82’ 54" RCP 8" CONC WW 14" CONC HW F F F F F F F F C C C C C C C C C F F F F F C C C F C C C F F F F C C C C C C C C C C C C C C C C C C C C C 205+00 210+00 15+00 20+00 15+00 2 0 + 0 0NAD 83/ NA 2011-L- -Y9RPB- -Y9RPC- 15+00 20+00 25+00 -WBL- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_19.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_19.dgnFBrooks1/21/2019 C O N C RIP RAP 48" WW & 1SBW 48" WW & 1SBW RIP RAP RIP RAP RIP RAP 48" WW & 1SBW PUMP BILLBOARD WOODS WOODS WOODS WOODS WOODS 8" HDPE8" HDPE TOP=171.49’ TOP=174.50’ SSMH SSMH INV IN=164.34’ INV OUT=164.23’ INV IN=168.80’ INV OUT=168.66’ 8" HDPE8" HDPE BY13-231 BL-142 BL-141 CONC71 72 73 74 75 76 CONC CONC CONC S 5255’35" E 263.06’N 0128’45" E312.53’N 5448’10" E786.02’N 6707’11" E1043.64’R/W MON 182.00’192.00’EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W ;;;; ;;;T T 16" DI 72 FO 100 PRSR 2569/SR 2570 VAR PAVED ROADWAY PAVED PEGGY E. WALL BEAUFORD C. DEESE JR. HINNANT BROTHERS FARM LLC 48" WW & 1SBW RIP RAP RIP RAP 8" HDPE TOP=160.10’ INV IN=149.23’ INV IN=148.99’ INV OUT=148.80’ SURVEYED END NOT 77 EXISTING R/W EXISTING R/W EXISTING R/W ;;;;; T 100 PR PAVED PAVED CONC FLAG POLENCGS CORS LP 8" BRICK CONC STEPS CONC BOLLARDS CONC AC UNIT CONC MTL SHED STEPS CONC S POLES MTL GENERATOR BOLLARDS PAVED GAS & CANOPY MTL GAS & CANOPY MTL JOHNSTON Co. PUBLIC UTILITIESDuke Energy ProgressCentury LinkN 0128’45" E312.53’DEPARTMENT OF CORRECTIONS NORTH CAROLINA KAT PROPERTIES OF JOHNSTON COUNTY,LLC KAT PROPERTIES OF JOHNSTON COUNTY,LLC C O N C RIP RAP 48" WW & 1SBW 48" WW & 1SBW RIP RAP RIP RAP RIP RAP 48" WW & 1SBW PUMP BILLBOARD WOODS WOODS WOODS WOODS WOODS 8" HDPE8" HDPE TOP=171.49’ TOP=174.50’ SSMH SSMH INV IN=164.34’ INV OUT=164.23’ INV IN=168.80’ INV OUT=168.66’ 8" HDPE8" HDPE CONC71 72 73 74 75 76 CONC CONC CONC S 5255’35" E 263.06’N 0128’45" E312.53’N 5448’10" E786.02’N 6707’11" E1043.64’R/W MON 182.00’192.00’EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W ;;;; ;;;T T 16" DI 72 FO 100 PRSR 2569/SR 2570 VAR PAVED ROADWAY PAVED PEGGY E. WALL BEAUFORD C. DEESE JR. HINNANT BROTHERS FARM LLC 48" WW & 1SBW RIP RAP RIP RAP 8" HDPE TOP=160.10’ INV IN=149.23’ INV IN=148.99’ INV OUT=148.80’ SURVEYED END NOT 77 EXISTING R/W EXISTING R/W EXISTING R/W ;;;;; T 100 PR PAVED PAVED CONC FLAG POLENCGS CORS LP 8" BRICK CONC STEPS CONC BOLLARDS CONC AC UNIT CONC MTL SHED STEPS CONC S POLES MTL GENERATOR BOLLARDS PAVED GAS & CANOPY MTL GAS & CANOPY MTL JOHNSTON Co. PUBLIC UTILITIESDuke Energy ProgressCentury LinkN 0128’45" E312.53’DEPARTMENT OF CORRECTIONS NORTH CAROLINA KAT PROPERTIES OF JOHNSTON COUNTY,LLC KAT PROPERTIES OF JOHNSTON COUNTY,LLC STA. 53+87 -SR7- LT. D10=0.5 ft. V10=2.4 fps Q10=1.5 cfs D2=1.5 ft. V2=2.2 fps Q2=1.2 cfs L PRO.=280 ft. L REQ.=50 ft. SLOPE=4.01% DA=0.5 ac. GRASS SWALE DATA D10=1.1 ft. V10=4.0 fps Q10=29 cfs D2=1.0 ft. V2=3.7 fps Q2=22 cfs L PRO.=1000 ft. L REQ.=2600 ft. SLOPE=2.35% DA=26 ac. STA. 48+81 -SR6- RT. D10=1.5 ft. V10=3.8 fps Q10=25 cfs D2=1.3 ft. V2=3.6 fps Q2=19 cfs L PRO.=406 ft. L REQ.=530 ft. SLOPE=2.2 % DA=5.3 ac. GRASS SWALE DATASEE SHEET 22-L- STA. 247+00MATCHLINESEE SHEET 24-L- STA. 260+00MATCHLINE23 FOR -L- PROFILE, SEE SHEET: 36 FOR -SR7- PROFILE, SEE SHEET: 57 & 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 SITE 17 Intermittent / Buffers SQ ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 12 OF 15 BUFFER DRAWING 68 71 72 72 73 74vv4" PVC W/ CONC 4" PVC W/ CONC 36" RCP 15" RCP 36" RCP 15" RCP DI DI 15" RCP 24" RCP 54" CMPv vvvvv 18" RCP RETAIN FLOWABLE FILLREMOVE RETAIN COLLAR AND EXTEND 15"2GI 2GI (SEE DETAIL L) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL AJ) SPECIAL CUT 4’ BASE DITCH 2GI 2GI 2GI-A EST. 420 SY GEOTEXTILE EST. 185 TNS. RIP RAP CLASS B RIP RAP (SEE DETAIL A) SPECIAL CUT DITCH 15" CLASS B RIP RAP (SEE DETAIL BA) CREST EL.=171.40’ MODIFIED FALSE SUMP 2GI-A 18" RCP-IV 24"18" RCP-III 2GI 30"36" HWTRENCHLESS INSTALLATION 36" WELDED STEEL 30" RCP-IIICL B RIP RAP COLLAR AND EXTEND HW HW 3 6 " RCP-III EST. 11 SY GEOTEXTILE EST. 5 TN RIP RAP CLASS B RIP RAP REMOVE (SEE DETAIL AG) SPECIAL CUT 4’ BASE DITCH (SEE DETAIL BO) SPECIAL CUT DITCH (SEE DETAIL AP) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH EST. 95 SY GEOTEXTILE EST. 40 TNS. RIP RAP CLASS B RIP RAP GRADE=1.03% DDE=50 CY (SEE DETAIL AU) STANDARD 3’ BASE DITCH (SEE STD. DWG. 876.02) EST. 10 SY GEOTEXTILE EST. 3 TNS. RIP RAP CLASS B RIP RAP DDE=18 CY (SEE DETAIL BX) LATERAL ’V’ DITCH (SEE STD. DWG. 876.02) EST. 28 SY GEOTEXTILE EST. 11 TNS. RIP RAP CLASS B RIP RAP (SEE DETAIL BI) SPECIAL CUT DITCH (SEE DETAIL X) SPECIAL CUT DITCH (SEE DETAIL BU) SPECIAL CUT DITCH EST. 470 SY GEOTEXTILE EST. 175 TNS. RIP RAP CLASS B RIP RAP DDE=120 CY (SEE DETAIL AZ) STANDARD ’V’ DITCH GRADE=1.48% EST. 170 SY GEOTEXTILE EST. 70 TNS. RIP RAP CLASS B RIP RAP GRADE=0.59% DDE=320 CY (SEE DETAILS CB AND CC) STANDARD 3’ BASE DITCH (SEE DETAIL CA) LATERAL ’V’ DITCH (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH 54" WELDED STEELTRENCHLESS INSTALLATIONvv4" PVC W/ CONC 4" PVC W/ CONC 36" RCP 15" RCP INV=154.89’ INV=156.05’ INV=155.15’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP 15" RCP TOP=164.68’ DI INV OUT=162.13’ TOP=175.59’ DI INV OUT=173.30’ 15" RCP INV=172.93’ INV=169.16’ INV=169.93’ 24" RCP 54" CMPINV=166.30’ INV=166.25 v vvvvv 18" RCP INV=159.22’INV=160.51’ INV=161.70’ F F C C C C C C C C C F F F C C C C C C C C F F F C C C C F F F F F F F F F F F F F F F FCCCC F F F F F F F F F F F F F F F FF F F F F F F F 250+00 255+00 NAD 83/ NA 2011 24’30’24’24’30’24’10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. 10’ P.S. 13.79’ P.S. 13.79’ P.S. 10’ P.S. CONC. BARRIERCONC. BARRIER CONC. BARRIER-L- 45+00 50+00 55+00 40+00 45+00 DR PAVED 24’ SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 1/21/2019P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_23.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99REVISIONS Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO. GRAPHIC SCALE 0’100’100’ RETAIN P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_23.dgnFBrooks1/21/2019 CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES 48" CHL & 3SBW 48" CHL & 3SBW CONCSILT 72" CHL & 3SBW72" CHL & 3SBW WOODS WOODS 10" DIP TOP=159.10’ SSMH INV IN=149.52’ INV OUT=149.20’ GR 81 82 83 84 86 85 TOP=158.35’ SSMH INV IN=147.00’ INV OUT=146.55’ CONC CONC CONC N 4447’05" E223.54’S 4917’35" E 186.02’S 4443’52" W283.95’ TOTAL0.27’ EIP TO R/WEIPR/W MON 165.00’EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W ;;; ;;;; W T T 16" DI 16" DI 25 PR72 FO 72 FO 72 FO 16" DI 4" PVC 100 PR 6" PVCNO EVIDENCE FOUND OTHER THAN GIS RECORD.COULD NOT VERIFY EXISTENCE OF 6" PVC. US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY 20’ PAVED ROADWAY HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC THOMAS B LONG 18" CURB STATION PUMP WOODSWOODS 8" HDPE 8" HDPE8" HDPE SSMH TOP=160.10’ INV IN=149.23’ INV IN=148.99’ INV OUT=148.80’ 78 79 LP 80 10" DIP EXISTING R/W;T 100 PR 100 PR 6" PVC 4" PVC PAVED (INSIDE FENCE)INACCESSIBLE SSMH (FORCE MAIN)INACCESSIBLE SSMH DEPARTMENT OF CORRECTIONS NORTH CAROLINA CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES CONC PIPES 48" CHL & 3SBW 48" CHL & 3SBW CONCSILT 72" CHL & 3SBW72" CHL & 3SBW WOODS WOODS 10" DIP TOP=159.10’ SSMH INV IN=149.52’ INV OUT=149.20’ GR 81 82 83 84 86 85 TOP=158.35’ SSMH INV IN=147.00’ INV OUT=146.55’ CONC CONC CONC N 4447’05" E223.54’S 4917’35" E 186.02’S 4443’52" W283.95’ TOTAL0.27’ EIP TO R/WEIPR/W MON 165.00’EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W ;;; ;;;; W T T 16" DI 16" DI 25 PR72 FO 72 FO 72 FO 16" DI 4" PVC 100 PR 6" PVCNO EVIDENCE FOUND OTHER THAN GIS RECORD.COULD NOT VERIFY EXISTENCE OF 6" PVC. US HWY 70 WBL VAR PAVED ROADWAY US HWY 70 EBL VAR PAVED ROADWAY 20’ PAVED ROADWAY HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC HINNANT BROTHERS FARM LLC THOMAS B LONG 18" CURB STATION PUMP WOODSWOODS 8" HDPE 8" HDPE8" HDPE SSMH TOP=160.10’ INV IN=149.23’ INV IN=148.99’ INV OUT=148.80’ 78 79 LP 80 10" DIP EXISTING R/W;T 100 PR 100 PR 6" PVC 4" PVC PAVED (INSIDE FENCE)INACCESSIBLE SSMH (FORCE MAIN)INACCESSIBLE SSMH DEPARTMENT OF CORRECTIONS NORTH CAROLINA SEE SHEET 23-L- STA. 260+00MATCHLINESEE SHEET 25-L- STA. 273+00MATCHLINE24 FOR -L- PROFILE, SEE SHEET: 37 FOR -SR7- PROFILE, SEE SHEET: 58 FOR DRAINAGE DETAILS, SEE SHEETS: 2D-1 THRU 2D-3 Intermittent / Buffers SQ SITE 17 STA. 55+12 -SR7- LT. D10=1.1 ft. V10=4.0 fps Q10=29 cfs D2=1.0 ft. V2=3.7 fps Q2=22 cfs L PRO.=1000 ft. L REQ.=2600 ft. SLOPE=2.35% DA=26 ac. GRASS SWALE DATA STA. 261+20 -L- RT. D10=1.0 ft. V10=2.4 fps Q10=7.9 cfs D2=0.9 ft. V2=2.3 fps Q2=6.1 cfs L PRO.=1430 ft. L REQ.=210 ft. SLOPE=1.42% DA=2.1 ac. GRASS SWALE DATA SHEET 13 OF 15 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 GRAPHIC SCALE 0’100’100’ 73 73 74 75 vv4" PVC W/ CONC 4" PVC W/ CONC TOP=164.79’ INV=161.88’ 15" RCP INV OUT=162.94’ DI 15" RCP INV=158.75’ TOP=162.50’ DI INV OUT=160.07’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP TOP=161.84’ DI INV OUT=153.09’ INV IN=153.19’ v vv15" RCP INV=157.91’ INV=158.52’ 30" RCP Conv. DI TO JB w/MH 2GI 2GI REMOVE 2GI 2GI COLLAR AND EXTEND REMOVE RETAIN RETAIN REMOVE 15" RCP-IV 15"FLOWABLE FILL REMOVE (SEE DETAIL T) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH (SEE DETAIL T) SPECIAL CUT DITCH C C C C C C C C C C C RETAIN CLASS B RIP RAP (SEE DETAIL BT) SPECIAL CUT 8’ BASE DITCH END WALL RETAIN COLLAR AND EXTEND 24" RCP-IV15" C C CL B RIP RAP (SEE DETAIL AR) EST. 40 SY GEOTEXTILE EST. 20 TN RIP RAP CLASS I RIP RAP (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH (SEE DETAIL BZ) GRADE=1.02% DDE=335 CY STANDARD 3’ BASE DITCH (SEE DETAIL BY) LATERAL 3’ BASE DITCH (SEE DETAIL BU) SPECIAL CUT DITCH (SEE DETAIL AK) SPECIAL CUT DITCH (SEE DETAIL AK) SPECIAL CUT DITCH (SEE DETAIL AG) SPECIAL CUT 4’ BASE DITCH vv4" PVC W/ CONC 4" PVC W/ CONC TOP=164.79’ INV=161.88’ 15" RCP INV OUT=162.94’ DI 15" RCP INV=158.75’ TOP=162.50’ DI INV OUT=160.07’ INV=154.21’ INV=153.91’ INV=152.91’ 36" RCP TOP=161.84’ DI INV OUT=153.09’ INV IN=153.19’ v vv15" RCP INV=157.91’ INV=158.52’ 30" RCP F F F C F F C C C C C C C C C C C C C C C C C C C C C C C C C C C C F F F F FFF F C C C C C C C C C C C C C 265+00 270+00 NAD 83/ NA 2011 -SR6- STA. 38+00.00 END CONSTRUCTION -SR7- -L- 55+00 60+00 65+00 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_24.dgnUSER: FBrooksUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL W-5600 8/17/99Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R/W SHEET NO.P:\2017\17121.01_W-5600_US70\Hydraulics\PERMITS_Environmental\Drawings\Buffer\w5600_hyd_buffer_psh_24.dgnFBrooks1/21/2019 ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1 3@72"X72" RCBC -L- 45+00 to 46+50 X 8716 5649 14365 4 42" RCP -L- 83+50 X 4541 3039 7580 7 42" RCP-III & dual 48"RCP -L- 134+00 X 13293 9441 22735 10 2@10'X6' & 2@10'X7' RCBC -L 148+00 to 164+50 X X 13777 11410 25188 12398 10597 22994 11 Y7RPA/72" RCP -L 162+00 to 165+00 X 21004 11139 32143 13 42" welded steel -L- 193+50 X 3713 2325 6038 14A 72" welded steel -L- 198+00 X 27991 15197 43188 14 Ditch diversion -L- 201+50 X 9151 5070 14221 17 54" welded steel -L- 260+00 X 7239 4526 11765 TOTAL:38421 26370 64791 83402 52023 135425 IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT SHEET 14 OF 15 PROJECT: 50056.1.1 (W-5600) 1/16/2019 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS JOHNSTON COUNTY Rev. May 2006 ZONE 1 (ft2) ZONE 2 (ft2) 1 -L-44+50 to 45+20 7313 3892 4 -L- 82+15 to 84+75 1107 650 10 -L- 148+10 to 164+60 3877 3017 11 -L- 162+00 to 166+00 5588 3594 13 -L- 193+00 to 193+60 1618 674 14A -L- 197+40 to 201+75 24625 8302 14 -L- 200+40 to 202+10 2309 908 TOTAL:46436 21037 WETLANDS IN BUFFER IMPACTS SUMMARY SHEET 15 OF 15 PROJECT: 50056.1.1 (W-5600) 1/16/2019 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS JOHNSTON COUNTY WETLANDS IN BUFFERS SITE NO. STATION (FROM/TO) Rev. Jan 2009