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HomeMy WebLinkAbout20150265 Ver 1_Application_20150311(V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) B- 5 3 4 2 Co u n t y ( i e s ) : Al a m a n c e Page 1of 3 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? Su p p l e m e n t a l : Nu t r i e n t S e n s i t i v e W a t e r s ( N S W ) Pr i m a r y : Gu m C r e e k * ( * N o t e : S t r e a m n a m e i s G u n n C r e e k o n D F I R M ) Ca p e F e a r 16 - 1 9 - 7 jo h n . o g l e s b y @ a t k i n s g l o b a l . c o m @/ f( @f f Jo r d a n L a k e NC D W Q S t r e a m I n d e x N o . : Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : B- 5 3 4 2 Co n t r a c t o r / D e s i g n e r : bz e r m a n @ n c d o t . g o v Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 1/13/2015 16 1 6 E . M i l l b r o o k R o a d , S u i t e 3 1 0 10 2 0 B i r c h R i d g e R o a d , R a l e i g h , N C 2 7 6 1 0 R a l e i g h , N C 2 7 6 0 9 No 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 Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Bi l l Z e r m a n , P E Br i d g e r e p l a c e m e n t ac. 0. 2 7 a c . Ot h e r S t r e a m C l a s s i f i c a t i o n : Jo h n F . O g l e s b y . P E , C P E S C ( A T K I N S N A , I n c . ) Ci t y / T o w n : (9 1 9 ) 4 3 1 - 5 2 8 1 15 9 0 M a i l S e r v i c e C e n t e r , R a l e i g h , N C 2 7 6 9 9 Ad d r e s s : Bu r l i n g t o n (9 1 9 ) 7 0 7 - 6 7 5 5 Al a m a n c e No NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Wa t e r S u p p l y V ( W S - V ) Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No n e Su r r o u n d i n g L a n d U s e : Re s i d e n t i a l ; C o m m e r c i a l ; I n d u s t r i a l 40 2 f e e t 0. 2 1 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t Ex i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : De s i g n / F u t u r e : Ex i s t i n g : L: 2 @11 ' L a n e s w / 4 ' p a v e d s h o u l d e r ; 1 1 ' s h o u l d e r w i t h g u a r d r a i l ; 2 : 1 fil l s l o p e s (no di t c h s e c t i o n s ) All : 2 @ 1 1 ' L a n e s w i t h 2 - 4 fee t g r a s s s h o u l d e r s ; 2 : 1 fill slopes NC D O T S t o r m w a t e r B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x ; N C D E N R S t o r m w a t e r B M P M a n u a l ; N C D O T G u i d e l i n e s f o r D r a i n a g e S t u d i e s a n d H y d ra u l i c D e s i g n ; F H W A H E C - 1 5 ( T h i r d E d i t i o n ) Ge n e r a l P r o j e c t N a r r a t i v e : ## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 6,600 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : 10 , 0 0 0 (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) B- 5 3 4 2 Co u n t y ( i e s ) : Al a m a n c e Page 2of 3 Sh e e t No . St a t i o n (F r o m / T o ) Fe a t u r e Im p a c t e d Wa t e r / W e t l a n d / Bu f f e r T y p e Re c e i v i n g S u r f a c e Wa t e r N a m e NR T R M a p ID NC D W Q S t r e a m In d e x NC D W Q S u r f a c e Wa t e r C l a s s i f i c a t i o n 30 3 ( d ) Im p a i r m e n t s Ty p e o f Im p a c t Existing SCM 13 + 7 6 15 + 1 0 WS - V , N S W Su r f a c e W a t e r I m p a c t s Gu m C r e e k 4 J o r d a n L a k e No n e Proposed SCM NoneN/A No 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 Hi g h w a y S t o r m w a t e r P r o g r a m 16 - 1 9 - 7 E x c a v a t i o n Pr o j e c t / T I P N o . : Pr o j e c t E n v i r o n m e n t a l S u m m a r y Bu f f e r S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S De s c r i p t i o n o f M i n i m i z a t i o n o f I m p a c t s o r M i t i g a t i o n A l l p r o p o s e d S C M s l i s t e d m u s t a l s o b e l i s t e d u n d e r S w a l e s , P r e f or m e d S o u r H o l e s a n d o t h e r E n e r g y D i s s i p a t o r s , o r O t h e r S t o r m wa t e r C o n t r o l M e a s u r e s . * L i s t a l l s t r e a m a n d s u r f a c e w a t e r i m p a c t l o c a t i o n s r e g a r d l e s s o f j u r i s d i c t i o n o r s i z e . E q u a l i z e r P i p e s t o b e n o t e d a s a m i n i m i z a t i o n o f i m p a c t s . Re f e r e n c e s (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) B- 5 3 4 2 Co u n t y ( i e s ) : Al a m a n c e Pa g e 3 o f 3 Sh e e t No . S t a t i o n En e r g y D i s s i p a t o r Ty p e R i p r a p T y p e Dr a i n a g e A r e a (a c ) Q10 (cfs)V10 (fps) 4 No 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 Hi g h w a y S t o r m w a t e r P r o g r a m 0. 0 8 Cl a s s ' B ' 0.2 Pr e f o r m e d S c o u r H o l e s a n d E n e r g y D i s s i p a t o r s Pi p e / S t r u c t u r e Di m e n s i o n s (i n ) Pi p e Co n v e y a n c e S t r u c t u r e Pr o j e c t / T I P N o . : Ri p r a p A p r o n / P a d 13 + 7 0 ( R T ) 3.6 15 S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S * R e f e r t o t h e N C D O T B e s t M a n a g e m en t P r a c t i c e s T o o l b o x , V e r s i o n 1 ( M a r c h 2 0 0 8 ) , NC D O T S t a n d a r d D e t a il s , t h e F e d e r a l H i g h w a y A d m in i s t r a t i o n ( F H W A ) H y d r a u l i c E n g i n e e r i n g C i r c u l a r N o . 1 4 ( H E C - 1 4 ) , Th i r d E d i t i o n , H y d r a u l i c D e s i g n o f E n e r g y D i s s i p a t o r s f o r Cu l v e r t s a n d C h a n n e l s ( J u l y 2 0 0 6 ) , a s a p p l i c a b l e , f o r d e s i g n g u i d a n c e a n d c r i t e r i a . Ad d i t i o n a l C o m m e n t s Ha v e m i n i m u m d e s i g n c r i t e r i a , a s p r e s e n t e d i n t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x ( 2 0 0 8 ) , N C D O T S t a n d a r d D e t a i l s , o r F H WA HE C - 1 4 ( J u l y 2 0 0 6 ) , b e e n m e t a n d v e r i f i e d , a s a p p l i c a b l e ? I f N o , p r ov i d e f u r t h e r e x p l a n a n t i o n o f w h y d e s i g n c r i t e r i a w a s n o t m et. Y E S N O RO A D CR O S S I N G B R I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2) ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2)ZONE 1 (ft2)ZONE 2 (ft2) 1 R o a d 1 3 + 7 6 / 1 5 + 1 0 X 6 6 8 1 9 4 6 2 6 1 4 1 B r i d g e 1 4 + 0 3 / 1 4 + 7 3 X 5 2 7 5 8 5 5 3 6 0 TO T A L : 59 4 3 2 0 3 1 7 9 7 4 0 0 0 IM P A C T BU F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . ST R U C T U R E S I Z E / TY P E ST A T I O N (F R O M / T O ) AL L O W A B L E MI T I G A B L E BUFFER REPLACEMENT S H E E T 4 O F 4 PR O J E C T : 4 6 0 5 6 . 1 . 1 ( B - 5 3 4 2 ) 2/6/2015 N. C . D E P T . O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S AL A M A N C E C O U N T Y Rev. May 2006 A L A M A N C E C O U N T Y 255010050255010050 51020 10 DTV ======4700 VPD 6500 VPD 11558 %%MPH ADTADT20142035% * D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 000PROFILE (HORIZONTAL) 4 6 0 5 6 . 1 . 1 P E R / W & U T I L B R S T P - 1 1 4 8 ( 5 ) B R S T P - 1 1 4 8 ( 5 ) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F . A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . SH E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : T Y P E O F W O R K : 09/08/99 B - 5 3 4 2 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000 See Sheet 1-A For Index of Sheets12-DEC-2014 10:38R:\Roadw ay\Proj\B5342_Rdy_tsh.dgn$$$$USERNAM E$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT:TIP PROJECT:B-5342 DEPARTMENT O F T R A N S P OR T A T IO N S T ATE O F N O R T H C AROLINA See Sheet 1-B For Conventional Symbols J A M E S A . S P E E R , P E A L L I S O N K . W H I T E G R A D I N G , D R A I N A G E , P A V I N G , A N D S T R U C T U R E VICINITY MAPOFFSITE DETOUR BonnieLn EricLn62DrCreekCreek.20.30.19 - L - TO NC 6 2 T O N C 4 9 GUM CREEK SUB REGEIONAL TIER 408562AnthonyRdAnthonyRdAirportRegionalBurlington-Alamance RdAlamanceHatcheryRdTuckerStHangerGrandOaksBlvdRdAlamanceAnthonyRd 4085115311791430115511551154114811471151 ( A N T H O N Y R D . ) S R 1 1 4 8 50 B R I D G E N O . 1 6 9 O V E R G U M C R E E K O N S R 1 1 4 8 ( A N T H O N Y R O A D ) S T A . - L - 1 2 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 3 4 2 S T A . - L - 1 6 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 3 4 2 GUM CREEK S R 1 1 4 8 4 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S D E C E M B E R 1 5 , 2 0 1 5 D E C E M B E R 1 1 , 2 0 1 4 KECK DR SR 1204 CESSNA DR SR 1215 * TTST =2%DUAL =6%FUNC CLASS =COLLECTOR K B-5342 TIP PROJECT S T A . - L - 1 4 + 0 1 . 8 8 B E G I N B R I D G E S T A . - L - 1 4 + 7 4 . 1 3 E N D B R I D G E LEN G T H R O A D W A Y T I P P R O J E C T B - 5 3 4 2 = 0 . 0 6 2 M I LEN G T H S T R U C T U R E T I P P R O J E C T B - 5 3 4 2 = 0 . 0 1 4 M I TOT A L L E N G T H O F T I P P R O J E C T B - 5 3 4 2 = 0 . 0 7 6 M I -L- STA. 8+37.87 - L - S T A . 1 8 + 2 1 . 0 0 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUN D A R I E S . CLEARING ON THIS PROJECT SHALL BE PERFORMED T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I . *DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL C U R V E " K " F A C T O R S A N D N I G H T T I M E S S D . 4 6 0 5 6 . 2 . F D 1 BEGIN UTILITY CONSTRUCTION E N D U T I L I T Y C O N S T R U C T I O N N S R S 2 0 0 7 N A D 8 3 / Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equali t y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t Propos e d T e m p o r a r y D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t U t i l i t y E a s e m e n t HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : ROA D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R}T pQle]/b H - F r a m e P o l e O O P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W v v D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U / G T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 - B B - 5 3 4 2 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAE T D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 12/05/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos e d T e m p o r a r y U t i l i t y E a s e m e n t T U E Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E Propos e d A e r i a l U t i l i t y E a s e m e n t C R Propos e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S CO N V E N T I O N A L P L A N S H E E T S Y M B O L S U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos e d C o n t r o l o f A c c e s s L i n e w i t h 0 . 0 2 0 . 0 2 4 : 1 T Y P I C A L S E C T I O N N O . 1 /// /// /// /// M I N . U E 2 3 " MIN.MIN.MIN.3"Detail Showing Method of Wedging C SURVEY LC2D2D1C1E2 G R A D E P O I N T G R A D E T O T H I S L I N E D O N O T U S E F O R C O N S T R U C T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R B - 5 3 4 2 P A V E M E N T D E S I G N 6/2/9912-DEC-2014 10:38R:\Roadway\Proj\B5342_Rdy_typ.dgn$$$$USERNAM E$$$$ 0 . 0 2 0 . 0 2 4 : 1 T Y P I C A L S E C T I O N N O . 2 G R A D E P O I N T G R A D E T O T H I S L I N E U S E T Y P I C A L S E C T I O N N O . 1 U S E T Y P I C A L S E C T I O N N O . 2 . 0 2 . 0 2 G R A D E P O I N T 1 1 ’ - 0 " 1 1 ’ - 0 " - L - 1 1 C O R E D S L A B U N I T S = 3 3 ’ - 0 " - L - S T A . 1 5 + 1 6 . 0 0 T O - L - S T A . 1 5 + 5 0 . 0 0 C 1 C 1 T T T T D 1 U E 1 C 1 C 1 0 . 0 2 0 . 0 2 0 .0 8 0 . 0 8 1 1 ’ 1 1 ’ 8 ’ 9 ’ W / G R 6 ’ 9 ’ W / G R 6 ’ V A R (2:1 M A X) V A R (2:1 M A X) 0 . 0 2 0 . 0 2 0 .0 8 0 . 0 8 8 ’ 1 1 ’ 1 1 ’ F D P S 4 ’ F D P S 4 ’ 9 ’ W / G R 6 ’ 9 ’ W / G R 6 ’ V A R (2:1 M A X) V A R (2:1 M A X) U S E T Y P I C A L S E C T I O N O N S T R U C T U R E F D P S 4 ’ F D P S 4 ’ - L - S T A . 1 2 + 0 0 . 0 0 T O - L - S T A . 1 2 + 3 4 . 0 0 1 0 . 5 ’ 1 0 . 5 ’ N O T E : T R A N S I T I O N F R O M E X I S T I N G T O T Y P I C A L S E C T I O N N O . 1 - L - S T A . 1 5 + 5 0 . 0 0 T O - L - S T A . 1 6 + 0 0 . 0 0 B U R L I N G T O N - G R A H A M M P O B I K E R O U T E S A L T E R N A T E R O U T E / C O N N E C T O R O N T H E N E T W O R K ( N C M I N ) A N D I S A N O N T H E N C M U L T I M O D A L I N V E S T M E N T S R 1 1 4 8 ( A N T H O N Y R D . ) I S I N C L U D E D 1 ’ - 3 " 1 ’ - 3 " 3 0 ’ - 6 " C L E A R R O A D W A Y 4 ’ - 3 " 4 ’ - 3 " 1 5 ’ - 3 " 1 5 ’ - 3 " O R I G I N A L G R O U N D O R I G I N A L G R O U N D O R I G I N A L G R O U N D O R I G I N A L G R O U N D E 1 D 1 1 0 " 1 0 " E 1 D 1 1 0 " D 1 E 1 D2C1D12.5"2.5" - L - S T A . 1 2 + 3 4 . 0 0 T O S T A . 1 4 + 0 1 . 8 8 ( B E G I N B R I D G E ) - L - S T A . 1 4 + 7 4 . 1 3 ( E N D B R I D G E ) T O - L - S T A . 1 5 + 1 6 . 0 0 B E G I N B R I D G E - L - S T A . 1 4 + 0 1 . 8 8 T O E N D B R I D G E - L - S T A . 1 4 + 7 4 . 1 3 CL - L - CL - L - CL 2 A - 1 9 ’ - 0 " 3 L E V E L U N I T S S U R F A C E C O N C R E T E W E A R I N G 2 2 ’ 2 2 ’ EARTH MATERIAL.T EXISTING PAVEMENT.U W NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.PAVEMENT SCHEDULEPROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.C1PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TOBE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.C2D1PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,D2GREATER THAN 4" IN DEPTH.TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH ORAT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOTHAN 5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 5 B - 5 3 4 2 12-DEC-2014 10:38R:\Roadway\Proj\B5342_Rdy_pfl.dgn$$$$USERNAM E$$$$BEGIN GRADE-L- STA. 12+00.00EL. = 529.95’ E N D G R A D E - L - S T A . 1 6 + 0 0 . 0 0 E L . = 5 2 6 . 8 5 ’ - L - D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 3 3 7 0 = 2 5 = 5 2 3 . 1 = 4 0 8 0 = 1 0 0 = 5 2 3 . 3 3 = 7 1 0 0 = 5 2 4 . 8 = 2 / 6 / 2 0 1 4 = 5 1 2 . 0 S E E S H E E T 4 F O R P L A N V I E W * * STOPPING SIGHT DISTANCE. SAG VC "K" FACTORS AND NIGHTTIME * DESIGN EXCEPTION REQUIRED FOR F O O T I N G ( R E T A I N ) E X I S T I N G C O N C R E T E 10111213 1 4 1 5 1 6 1 7 1 8 440 450 460 470 480 490 500 510 520 530 540 550529.95PI = 13+14.00EL = 524.60’(-)4.6930%(+)0.3018%VC = 140’K = 28 P I = 1 5 + 3 6 . 0 0 E L = 5 2 5 . 2 7 ’ ( + ) 0 . 3 0 1 8 % ( + ) 2 . 4 6 8 8 % V C = 1 0 8 ’ K = 5 0 526.85 V=25 MPH V = 3 5 M P H ( S T R U C . P A Y I T E M ) C L A S S I I R I P R A P (STRUC. PAY ITEM)CLASS II RIP RAP S T R U C . E X C A V A T I O N STRUC. EXCAVATION L SK E W = 9 0 GP E L E V = 5 2 4 . 9 7 ’ GP S T A . 1 4 + 3 8 - L - 24" C O R E D S L A B PR O P . 1 @ 7 0 ’ BR I D G E C -L- STA. 14+01.88 BEGIN BRIDGE EL. = 519.16’-L- STA. 14+04.59 148.44’ LT BM #2 RR SPIKE IN 20" SWEET GUM -L- STA. 14+74.13 END BRIDGE D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S = + 5 0 0 4 4 0 4 5 0 4 6 0 4 7 0 4 8 0 4 9 0 5 0 0 5 1 0 5 2 0 5 3 0 5 4 0 5 5 0 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-DEC-2014 10:38R:\Roadway\XSC\B5342_Rdy_xpl.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 525 5 2 5 530 5 3 0 535 5 3 5 520 5 2 0 1 2 + 0 0 . 0 0 525 5 2 5 530 5 3 0 520 5 2 0 1 2 + 5 0 . 0 0 520 5 2 0 525 5 2 5 530 5 3 0 515 5 1 5 1 3 + 0 0 . 0 0 520 5 2 0 525 5 2 5 530 5 3 0 515 5 1 5 1 3 + 5 0 . 0 0 520 5 2 0 525 5 2 5 530 5 3 0 515 5 1 5 1 4 + 0 0 . 0 0 X - 1 B - 5 3 4 2 - L - 2 . 5 5 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 5 2 9 . 7 8 2:1 4: 1 0 . 0 2 6 0 . 0 1 5 5 2 7 . 7 3 2:1 0 . 0 2 0 0 . 0 2 0 5 2 6 . 1 0 2:1 2:1 4 : 1 0 . 0 2 0 0 . 0 2 0 5 2 3 . 3 6 5 2 5 . 0 6 2:1 4: 1 0 . 0 2 0 0 . 0 2 0 5 2 4 . 7 4 2:1 2:1 0 . 0 2 0 0 . 0 2 0 524.51 524.51 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-DEC-2014 10:38R:\Roadway\XSC\B5342_Rdy_xpl.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 510 5 1 0 515 5 1 5 520 5 2 0 525 5 2 5 505 5 0 5 1 4 + 5 0 . 0 0 520 5 2 0 525 5 2 5 530 5 3 0 515 5 1 5 1 5 + 0 0 . 0 0 525 5 2 5 530 5 3 0 520 5 2 0 1 5 + 5 0 . 0 0 525 5 2 5 530 5 3 0 520 5 2 0 1 5 + 7 5 . 0 0 525 5 2 5 530 5 3 0 535 5 3 5 520 5 2 0 1 6 + 0 0 . 0 0 X - 2 B - 5 3 4 2 - L - 2 . 5 5 5 1 0 . 0 9 0 . 0 2 0 0 . 0 2 0 5 2 5 . 0 5 3 :1 0 . 0 2 0 0 . 0 2 0 5 2 5 . 6 5 3 :1 3: 1 0 . 0 2 0 0 . 0 1 2 5 2 6 . 1 4 4 :1 0 . 0 2 1 0 . 0 1 0 D R I V E T I E 5 2 6 . 6 8 3 :1 2:1 0 . 0 2 9 0 . 0 1 0