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HomeMy WebLinkAbout20140462 Ver 1_Application_20140502(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 2 5 Co u n t y ( i e s ) : Fr a n k l i n Page 1of 1 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 ? De s i g n / F u t u r e : Ex i s t i n g : Su r r o u n d i n g L a n d U s e : ru r a l r e s i d e n t i a l 0. 2 6 5 m i l e s 12 4 0 0 ( 2 0 3 5 ) 0. 7 5 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 E x 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 ) : 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 No No n e 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 : Cl a s s 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 : St e v e n B o n d o r , P E ( S t a n t e c ) Ci t y / T o w n : 91 9 - 8 5 9 - 1 9 1 9 NC D O T H y d r a u l i c s U n i t Ad d r e s s : Fr a n k l i n t o n , N C 91 9 - 7 0 7 - 6 7 1 6 Fr a n k l i n ac. Ge n e r a l P r o j e c t N a r r a t i v e : Ma i n t a i n e x i s t i n g d r a i n a g e p a t t e r n s w i t h g r a s s d i t c h e s a n d r o a d w a y cr o s s p i p e s . A d d i t i on a l p i p e s r e q u r i e d f o r d r i v e w a y c r o s s i n g, b r i d g e d r a i n a g e , a n d e x t e n s i o n o f e x i s t i n g cr o s s p i p e . A d d e d r i p r a p w h e r e n e e d e d t o p r e v e n t s c o u r i n g a n d e r o s i on . P r e f o r m e d s c o u r h o l e w i l l u s e d a t a p i p e s y s t e m f o r b r id g e d r a i n a g e u p s t r e a m o f s t r e a m b u f f e r . N o de c k d r a i n s w i l l b e u s e d o n b r i d g 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 2513 (2014) 2. 0 0 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 ) : ac . 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 Ch a r l e s S m i t h , P E Br i d g e R e p l a c e m e n t Ra l e i g h , N C 2 7 6 1 0 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 : 1/15/2014 55 6 5 C e n t e r v i e w D r i v e 10 2 0 B i r c h R i d g e R o a d Su i t e 1 0 7 Ra l e i g h N C 2 7 6 0 6 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 2 5 Co n t r a c t o r / D e s i g n e r : cr s m i t h 5 @ n c d o t . g o v Ta r - P a m l i c o 28 - 2 9 - ( 2 ) st e v e n . b o n d o r @ s t a n t e c . c o m No r m a l c r o w n s h o u l d e r s e c t i o n w i t h 1 1 ' t r a v el l a n e s a n d 6 ' s h o u l d e r o n t h e r i g h t a n d 7 ' - 8" s h o u l d e r o n t h e l e f t No r m a l c r o w n s h o u l d e r s e c t i o n w i t h 1 1 ' t r a v el lanes and 6' shoulders. Direct discharge fr o m b r i d g e d e c k t o s t r e a m . Ta r - P a m l i c o NC D W Q S t r e a m I n d e x N o . : 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 : Ce d a r C r e e k B5 3 2 5 _hyd_p rm _ts h . d gn 1 / 1 5 / 2 0 1 4 1 2 : 0 6 : 5 4 P M b5 3 2 5 _ h y d _ p r m _ w e t _ p s h _ 0 4 . d g n 2 / 1 2 / 2 0 1 4 1 2 : 0 1 : 3 2 P M b5 3 2 5 _ h y d _ p r m _ w e t _ p s h _ 0 4 . d g n 1 / 3 0 / 2 0 1 4 2 : 1 1 : 4 2 P M b5 3 2 5 _hyd_p rm _we t _p sh _05 . d gn 1 / 1 5 / 2 0 1 4 1 2 : 0 9 : 2 8 P M B5 3 2 5 _ R d y _ x p l _ w e t . d g n 1 / 1 5 / 2 0 1 4 1 2 : 1 2 : 1 9 P M B5 3 2 5 _ R d y _ x p l _ w e t . d g n 1 / 1 5 / 2 0 1 4 1 2 : 1 2 : 5 9 P M Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 L 1 7 + 6 7 B A N K S T A B I L I Z A T I O N 2 0 2 L 1 8 + 9 9 L T / 2 2 + 0 4 L T R O A D W A Y 0 . 0 6 0 . 0 6 TO T A L S * : 0 . 0 6 0 . 0 6 2 0 0 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : Re v i s e d 2 0 1 3 1 0 2 4 SH E E T 7 OF 7 W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S FRANKLIN COUNTY BRIDGE 12 ON SR 1116 CEDAR CREEK 1. F O U R 1 3 " D I A M E T E R P I E R S , E A C H = 0 . 9 2 S Q F T , T O B E R E M O V E D . NC 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 DIVISION OF HIGHWAYS 41654 B5 3 2 5 _hyd_p rm _ts h _bu f . d gn 2/ 1 2 / 2 0 1 4 11 : 3 4 : 5 7 AM b5 3 2 5 _ h y d _ p r m _ b u f f _ p s h _ 0 4 . d g n 2 / 1 2 / 2 0 1 4 1 1 : 5 4 : 5 2 A M b5 3 2 5 _ h y d _ p r m _ b u f f _ p s h _ 0 4 . d g n 2 / 1 2 / 2 0 1 4 1 1 : 5 5 : 5 7 A M 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 (ft2)ZONE 1 (ft2)ZONE 2 (ft2) 1 B r i d g e - L - 1 7 + 2 1 / 1 8 + 5 1 X 4 9 7 6 . 0 1 5 1 6 . 0 6 4 9 2 . 0 1 R o a d w a y - L - 1 7 + 1 5 L T / 1 7 + 2 1 L T X 0 . 0 1 9 0 . 0 1 9 0 . 0 1 R o a d w a y - L - 1 8 + 5 1 / 1 8 + 6 5 X 0 . 0 1 3 0 1 . 0 1 3 0 1 . 0 TO T A L : 49 7 6 . 0 3 0 0 7 . 0 7 9 8 3 . 0 0 . 0 0 . 0 0 . 0 S H E E T 4 O F 4 PR O J E C T : 4 6 0 3 9 . 1 . 1 ( B - 5 3 2 5 ) 1/15/2014 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 FRANKLIN COUNTY 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 S T A T I O N ( F R O M / T O ) AL L O W A B L E M I T I G A B L E BUFFER REPLACEMENT Rev. May 2006 N O V E M B E R 1 6 , 2 0 1 4 D E C E M B E R 1 9 , 2 0 1 3 B R U C E P A Y N E , P E T O N Y H O U S E R , P E F R A N K L I N C O U N T Y B R I D G E N o . 1 2 O V E R C E D A R C R E E K O N S R 1 1 1 6 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 2 5 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 5 1 0 2 0 1 0 D H V D T V ====== 2 5 1 3 1 2 4 0 0 1 0 6 5 0 %%M P H A D T A D T 2 0 1 4 2 0 3 5 % * D U A L 5 % DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS * T T S T = 1 % F U N C C L A S S = L O C A L S U B R E G I O N A L T I E R 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 46039.1.1 P.E. 46039.2.1 R/W, UTL BRZ-1116(11) BRZ-1116(11) 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 : STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : SIGNATURE:SIGNATURE: D I V I S I O N O F H I G H W A Y S 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 PROJECT ENGINEER PROJECT DESIGN ENGINEER G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER ENGINEERROADWAY DESIGN L O C A T I O N : T Y P E O F W O R K : 09/08/99 B-5325 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 0 00 S e e S h e e t 1 - A F o r I n d e x o f S h e e t s 17-FEB-2014 15:10 R:\Roadway\Proj\B5325_Rdy_tsh.dgn $$$$USERNAME$$$$ 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-5325 A R T M ENNASOHDEPTOFTRASPORTTIONTATEOFNRTCAROLINA T O Y O U N G S V I L L E 5 5 TO FRANKLINTON C E D A R C R E E K - L - P O T S T A 1 2 + 5 0 . 0 0 B E G I N T I P P R O J E C T B - 5 3 2 5 - L - P O C S T A 2 6 + 5 0 . 0 0 E N D T I P P R O J E C T B - 5 3 2 5 - L - S R 1 1 1 6 C E D A R C R E E K R D - L - S T A . 1 7 + 2 0 . 1 5 B E G I N B R I D G E - L - S T A . 1 8 + 5 2 . 6 5 E N D B R I D G E B - 5 3 2 5 B E G I N P R O J E C T B - 5 3 2 5 E N D P R O J E C T C L E A R I N G O N T H I S P R O J E C T S H O U L D B E P E R F O R M E D T O 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 I . 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L E N G T H O F R O A D W A Y T I P P R O J E C T B - 5 3 2 5 = 0 . 2 4 0 M I L E L E N G T H O F S T R U C T U R E T I P P R O J E C T B - 5 3 2 5 = 0 . 0 2 5 M I L E T O T A L L E N G T H O F T I P P R O J E C T B - 5 3 2 5 = 0 . 2 6 5 M I L E V I C I N I T Y M A P D E T O U R R O U T E SR 1125 HICKS RD C E D A R C R E E K SR 1105 CRO SSROAD S RD SR 1118 LAN E STO R E R D S R 1 1 1 6 C E D A R C R E E K R D SR 1125 HICKS RD C E D A R C R E E K R D S R 1116 R 3 1 NSRS 2007NAD 83/ E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s 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 P r o p o s 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 P r o p o s 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 P r o p o s 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 H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s 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 : R O A 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 }Tp Q l e ]/b H - F r a m e P o l e OO 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 WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line4IHa TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r|I]GAS:Gas Valve Gas Meter Recorded U/G Gas Linenc SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d oA/G Water Above Ground Gas LineA/G GasAbove Ground Water Line Above Ground Sanitary SewerA/G Sanitary Sewer MISCELLANEOUS:Utility PoleO F S 3Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW vv 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 Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V MWWS x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y Vineyard S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S FL O W 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 . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I PB E C M CONC HW CB 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 C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of InformationE.O.I. N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1B B-5325 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FOWWTVTVTV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 04/16/11 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s 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 I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s 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 P r o p o s 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 P r o p o s 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 C O 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 Underground Storage Tank, Approx. Loc.Geoenvironmental BoringUST K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e C o n c r e t e o r G r a n i t e R / W M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C A C o n c r e t e C / A M a r k e r P r o p o s 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 T O Y O U N G S V I L L E SHEET NO.PROJECT REFERENCE NO. 17-FEB-2014 15:10 R:\LocationSurveys\b5325_ls_1c.dgn $$$$USERNAME$$$$ Location and Surveys N O T E : D R A W I N G N O T T O S C A L E B-53251C > 03/22/13 C E D A R C R E E K > N C D O T G P S M O N U M E N T B 5 3 2 5 - 2 L O C A L I Z E D C O O R D I N A T E S N = 8 4 1 , 9 1 5 . 0 3 2 E = 2 , 1 6 8 , 0 0 5 9 . 3 9 1 L T Y P E S T A T I O N N O R T H E A S T P O T 1 0 + 0 0 . 0 0 8 4 2 6 3 7 . 0 5 0 0 2 1 6 8 0 6 1 . 9 6 0 0 P C 1 4 + 7 1 . 4 9 8 4 3 1 0 8 . 0 8 6 0 2 1 6 8 0 8 2 . 6 4 4 8 P T 1 6 + 1 3 . 8 7 8 4 3 2 5 0 . 1 7 2 5 2 1 6 8 0 7 6 . 7 3 3 7 P C 1 9 + 7 8 . 2 0 8 4 3 6 1 1 . 5 6 6 3 2 1 6 8 0 3 0 . 5 7 2 8 P R C 2 5 + 5 7 . 2 8 8 4 4 1 1 6 . 3 2 3 5 2 1 6 7 7 7 1 . 2 2 8 8 P T 2 8 + 1 7 . 5 4 8 4 4 2 9 5 . 1 9 0 0 2 1 6 7 5 8 2 . 1 8 0 0 S U R V E Y C O N T R O L S H E E T B - 5 3 2 5 F R A N K L I N C O U N T Y B E N C H M A R K D A T A 3 B L - 3 8 4 4 1 9 2 . 3 5 1 0 2 1 6 7 6 5 2 . 0 1 1 0 2 8 6 . 8 9 2 6 + 9 6 . 1 1 2 6 . 1 2 L T 2 B L - 2 8 4 3 8 6 0 . 3 3 7 0 2 1 6 8 0 5 5 . 9 3 9 0 2 7 7 . 7 9 2 2 + 0 0 . 7 8 8 9 . 4 2 R T 1 B L - 1 8 4 3 5 2 5 . 9 4 8 0 2 1 6 8 0 8 8 . 2 6 7 0 2 7 9 . 0 1 1 8 + 8 5 . 9 6 4 6 . 3 8 R T 1 0 0 1 B 5 3 2 5 - 1 8 4 3 2 1 8 . 5 0 2 0 2 1 6 8 1 0 3 . 6 7 7 0 2 8 0 . 8 6 1 5 + 7 9 . 9 9 2 3 . 4 2 R T 1 0 0 2 B 5 3 2 5 - 2 8 4 1 9 1 5 . 0 3 2 0 2 1 6 8 0 5 9 . 3 9 1 0 3 2 3 . 9 1 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N L S T A T I O N O F F S E T B L B A S E L I N E D A T A TO FRANKLINTON - L - P O C S T A 2 6 + 5 0 . 0 0 E N D T I P P R O J E C T B - 5 3 2 5 - L - P O T S T A 1 2 + 5 0 . 0 0 B E G I N T I P P R O J E C T B - 5 3 2 5 B M - 1 B M - 2 - B L - 2 - B L - 1 N C D O T G P S M O N U M E N T B 5 3 2 5 - 1 L O C A L I Z E D C O O R D I N A T E S N = 8 4 3 , 2 1 8 . 5 0 2 E = 2 , 1 6 8 , 1 0 3 . 6 7 7 - L - S R 1 1 1 6 C E D A R C R E E K R D DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5325-2"WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 841915.03(ft) EASTING: 2168059.39(ft)ELEVATION: 323.91(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99996361 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88N 0047’53" E 971.87’"B5325-2" TO -L- 12+50 ISBM-3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B M 1 N A I L I N 1 8 " O A K S 5 2 4 1 ’ 3 6 . 3 8 " W D i s t 3 9 . 0 2 ’ ( L E F T ) L S T A T I O N 1 0 + 0 0 . 0 0 N 8 4 2 6 1 3 E 2 1 6 8 0 3 1 7 E L E V A T I O N = 3 0 4 . 5 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.NOTES:1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT:THE FILES TO BE FOUND ARE AS FOLLOWS:NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATIONB5325_LS_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/PAGES > * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B M 2 N A I L I N 2 2 " O A K L S T A T I O N 1 7 + 4 7 . 0 0 D i s t 1 6 6 ’ ( L E F T ) N 8 4 3 3 6 1 E 2 1 6 7 8 9 5 6 E L E V A T I O N = 2 7 0 . 0 7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B r i d g e N o . 1 2 O v e r C e d a r C r e e k o n S R 1 1 1 6 L O C A T I O N : NSRS 2007NAD 83/ T Y P I C A L S E C T I O N N O . 3 T Y P I C A L S E C T I O N N O . 2 - L - ( S R 1 1 1 6 C E D A R C R E E K R D ) - L - ( S R 1 1 1 6 C E D A R C R E E K R D ) T Y P I C A L S E C T I O N N O . 1 C R O W N CL I N C I D E N T A L M I L L I N G A S N E E D E D T I E T O E X I S T I N G P A V E M E N T P O I N T V V C 3 C 3 /// /// /// /// MIN.U MIN.MIN.Detail Showing Method of WedgingE2C1C2D2D1E2MIN. 0 . 0 2 CL G R A D E P O I N T T Y P I C A L S E C T I O N N O . 4 1 1 ’ 1 1 ’ 2 2 ’ DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANSINCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITIONSHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGN ENGINEERENGINEER2B-5325 PAVEMENT DESIGN 6/2/99 17-FEB-2014 15:10 R:\Roadway\Proj\B5325_Rdy_typ.dgn $$$$USERNAME$$$$ CL 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 . 4 - L - S T A . 1 8 + 5 2 . 6 5 ( E N D B R I D G E ) - L - S T A . 1 7 + 2 0 . 1 5 ( B E G I N B R I D G E ) T O 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 - L - S T A . 2 6 + 0 0 . 0 0 T O - L - S T A . 2 6 + 5 0 . 0 0 - L - S T A . 1 2 + 5 0 . 0 0 T O - L - S T A . 1 3 + 0 0 . 0 0 - L - S T A . 2 4 + 5 0 . 0 0 T O - L - S T A . 2 6 + 0 0 . 0 0 - L - S T A . 1 3 + 0 0 . 0 0 T O - L - S T A . 1 5 + 7 0 . 0 0 U S E T Y P I C A L S E C T I O N N O . 2 U S E T Y P I C A L S E C T I O N N O . 3 S I D E W A L K F U T U R E 7 ’ - 8 " 3 3 ’ - 8 " C L E A R R O A D W A Y 4 ’ - 0 " 0 . 0 2 (FINAL PAVEMENT DESIGN MARCH 20, 2013) - L - ( S R 1 1 1 6 C E D A R C R E E K R D ) - L - ( S R 1 1 1 6 C E D A R C R E E K R D ) -L- (SR 1116 CEDAR CREEK RD)3.0"2.5"2.5"3.0" 3 6 ’ - 0 " 1 ’ - 3 " 1 ’ - 1 " G R A D E T O T H I S L I N E 6 " I N S E T A T R 1 C 1 D 1 E 2 - L - S T A . 1 8 + 6 3 . 6 5 T O - L - S T A . 1 8 + 7 0 . 0 0 ( L T ) E 1 U S E I N S E T A W / T Y P I C A L N O . 3 0 . 0 8 V A R SE E X-SE C TIO N S V A R SE E X -SE C TIO N S O R I G I N A L G R O U N D F D P S F D P S 0 . 0 2 0 . 0 2 0 . 0 2 0 . 0 2 0 .0 8 G R A D E P O I N T O R I G I N A L G R O U N D U G R A D E T O T H I S L I N E 2:1 M A X W T C 1 D 1 D 1 T E 1 E 1 6 ’ 4 ’ 4 ’ 4 : 1 1 1 ’ 2 2 ’ 1 1 ’ 8 ’ W / G R 1 0 . 5 ’ 9 ’ W / G R 9 . 5 " 7 ’ - 8 " CL V A R SE E X-SE C TIO N S V A R SE E X -SE C TIO N S O R I G I N A L G R O U N D F D P S F D P S G R A D E P O I N T O R I G I N A L G R O U N D 2:1 M A X 6 ’ 4 ’ 4 ’ 4 : 1 1 1 ’ 2 2 ’ 1 1 ’ 8 ’ W / G R 1 0 . 5 ’ 9 ’ W / G R 7 ’ - 8 " CL 0 . 0 2 0 . 0 2 C 1 E 1 D 1 9 . 5 " G R A D E T O T H I S L I N E 0 . 0 2 0 . 0 8 0 . 0 2 0 .0 8 * A * 7 . 5 " D E P T H @ C L O F S P A N B 4 " D E P T H @ C L O F S P A N A A N D C T T S * - L - S T A . 1 7 + 2 0 . 1 5 ( B E G I N B R I D G E ) - L - S T A . 1 5 + 7 0 . 0 0 T O T O - L - S T A . 2 4 + 5 0 . 0 0 - L - S T A . 1 8 + 5 2 . 6 5 ( E N D B R I D G E ) * - L - S T A . 2 2 + 5 8 . 9 0 - L - S T A . 1 8 + 7 0 . 0 0 T O PAVEMENT SCHEDULE EARTH MATERIAL.T EXISTING PAVEMENT.U NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.C1 C2 E1 E2 V VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL SHOWING METHOD OF WEDGING).W INCIDENTAL MILLING.LAYERS.AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWOPROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,BE PLACED IN LAYERS NOT TO EXCEED 2" DEPTH.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TOPROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,D2D1 SHOULDER BERM GUTTERR14" DEPTH.DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THANTYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,BE PLACED IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5 1/2" DEPTHAT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TOPROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE,C3BE PLACED IN LAYERS NOT TO EXCEED 1.5" DEPTH.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TOPROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,AVARIABLE DEPTH PORTLAND CEMENT CONCRETE.AGGREGATE SHOULDER BORROWS G r o u n d N a t u r a l G e o t e x t i l e O u t l e t P i p e o r D i t c h S c o u r H o l e ( P S H ) S q u a r e P r e f o r m e d D PS R M M I N . 1 ’ T U C K W I T H N A T U R A L G R O U N D I N S T A L L L E V E L A N D F L U S H W I T H G E O T E X T I L E L I N E R : C L A S S B R I P R A P G E O T E X T I L E 2 ’ P r o p o s e d E x i s t i n g E a r t h F i l l T o B e r m R o c k F i l l E l e v . = 2 6 8 . 8 E l e v . = 2 6 7 . 8 N . W . S . REVISIONS RIGHT OF WAY REVISIONS: 1) ADJUSTED PROPOSED RIGHT OF WAY FROM -L- STA. 24+85.00 LEFT TO -L- STA. 26+50.00 LEFT TO NOT DISTURB EXISTING FENCED CONTROL PANEL. AEV - 2/20/14 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 R / W S H E E T N O . 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 . 25-APR-2014 10:18 R:\Roadway\Proj\b5325_Rdy_psh_04.dgn $$$$USERNAME$$$$8/17/99 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 4 B - 5 3 2 5 S E E S H E E T S S - ? T H R U S - ? F O R S T R U C T U R E P L A N S S E E S H E E T 5 F O R P R O F I L E N O T E S : A L L D R I V E W A Y R A D I I A R E 3 ’ U N L E S S O T H E R W I S E N O T E D P A V E D S H O U L D E R P A V E M E N T R E M O V A L E X C A V A T E T O N A T U R A L G R O U N D W POND MT LMT L WW T IMBER WW T IMBER WW T IMBER WW T IMBER RIP R A P WOODS GATE 4 ’ 5 S B W 4 ’ 5 S B W POST WD POST WD POST WD POST WD POST WD POST WD POST WD POST WD SO IL SO IL (E X P O S E D ) 2 4 " D IP ABANDONED L INE C E D A R C R E E K CEDAR CREEK BRANDY CREEK CEDAR CREEK 8" P V C 8" DIP 8 " P V C 8" P V C 18" P V C 18" P V C 1 8 " P V C 1 8 " P V C 18 " P V C 24" PVC 2 4 " D IP 2 4 " D IP 24" D IP 24" DIP 2 4" DIP 1001 BM2 8" D IP 8 " DIP PANEL CONTROL W /LT A B A N D O N E D L IN E 12" P V C ( D A T U R) 12 " P V C (D A T U R ) 15 " R C P WD B R ID G E # 12 4’ 5SB W 6 0 .0 0 ’ 60.00’ E XIS TIN G R/ W E XIS TIN G R/ W E XIS TIN G R/ W E X IS T ING R /W E X IS T IN G R /W E L E C E L E C P B 2 0 0 6 P G 2 2 7 B D B 1 8 3 7 P G 5 2 8 P B 1 9 9 5 P G 1 4 D B 1 0 1 0 P G 4 9 3 R O B Y B . & A M B E R S . S A W Y E R S W O R T H Y P A R T N E R S L I M I T E D D B 9 6 6 P G 2 8 4 P B 2 0 0 6 P G 3 6 5 D B 1 5 9 2 P G 2 5 F R A N K L I N C O U N T Y B O A R D O F E D U C A T I O N W O O D S W O O D S P O N D W O O D S P O N D W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S W O O D S B 5 3 2 5 - 1 ( G P S ) - B L - 1 - B L - 2 - B L - 3 B S T (VAR IAB LE WID T H ) S R 1116 CE D AR CR E E K R D B S T ( V A RI A B L E WI D T H) S R 1116 C E D A R C R E E K R D V A U L T W A T E R - L - S T A . 1 7 + 4 6 . 9 8 , 1 6 6 . 7 9 ’ L T " B E N C H T I E " N A I L S E T I N 2 2 " O A K " E L E V . = 2 7 0 . 0 7 ’ 2 0 1 . 5 6 ’ L E F T - B L - S T A . 1 9 + 5 7 . 2 3 B M # 2 8’ C H L 3 S B W ( B U RIE D) 4" P V C H I D D E N L A K E C O M M U N I T Y A S S O C I A T I O N , I N C C C F F F F F F C C C C F F F C F F F F F F F F F F F F F F F F F C F C F F C F C F F F F F F F F 15 20 25 P C -L - S ta . 1 4 + 7 1.4 9 PC -L- Sta. 19+78.20 PRC -L- Sta. 25+57.28 P I S t a 1 5 + 4 2 . 8 6 D L = 1 4 2 . 3 8 ’ T = 7 1 . 3 7 ’ R = 8 3 3 . 0 0 ’ P I S t a 2 2 + 7 9 . 9 9 D L = 5 7 9 . 0 7 ’ T = 3 0 1 . 7 9 ’ R = 8 3 3 . 0 0 ’ P I S t a 2 6 + 8 7 . 4 1 D L = 2 6 0 . 2 6 ’ T = 1 3 0 . 1 3 ’ R = 1 4 , 2 3 2 . 3 7 ’ - L - - L - S T A 1 2 + 5 0 . 0 0 B E G I N T I P P R O J E C T B - 5 3 2 5 D E T A I L S H O W I N G P A V E M E N T A N D B R I D G E R E L A T I O N S H I P - L - S T A 1 8 + 5 2 . 6 5 E N D B R I D G E - L - S T A 1 7 + 2 0 . 1 5 B E G I N B R I D G E - L - S T A 1 7 + 0 9 . 1 5 B E G I N A P P R O A C H S L A B - L - S T A 1 8 + 6 3 . 6 5 E N D A P P R O A C H S L A B T Y P E - I I I T Y P E - I I I 0 4 0 5 06 06 0 3 0 2 0 1 0 0 0 1 0 2 05 04 03 02 02 03 04 05 06 06 05 04 03 02 01 00 8 :1 8:1 8:1 8:1 22’ PS 4’ P S 4 ’ P S 4 ’ 2 2 ’ 22’ 22’ PS 4’ PS 4’ 7’-8"4’ 02 0 2 - L - P O C S T A 2 6 + 5 0 . 0 0 E N D T I P P R O J E C T B - 5 3 2 5 +75 - L - G RAU 3 5 0 TL-3 G R A U 3 5 0 T L - 3 RDWY CLR 33’-8" G RAU 3 5 0 TL- 3 B - 7 7 B - 7 7 2 2 5’ L A N E T A P E R L T - L - S T A . 1 7 + 0 1 . 4 0 T O 1 7 + 0 9 . 1 5 L T S H O U L D E R B E R M C U R B S E = 0 6 S E = 0 6 S E = 0 2 2 5 ’ T YPIN C 2 4 ’ T YP IN C 2 4 ’ T YP I N C 24’ (S T R U C T U R E P A Y I T E M ) T O B E R E M O V E D U N D E R E X I S T I N G S T R U C T U R E E X I S T I N G C O N C R E T E E X I S T I N G C O N T R O L P A N E L D O N O T D I S T U R B 8 : 1 8 :1 8 : 1 8 : 1 PS 4’ IN C 2 4 ’ T YP G R A U 3 5 0 T L- 3 P T - L - S t a . 1 6 + 1 3 . 8 7 1 2 + 7 5 . 0 0 5 0 . 0 0 ’ E X R / W 1 4 + 7 1 . 4 9 5 0 . 0 0 ’ 1 9 + 7 8 . 2 0 5 0 . 0 0 ’ 2 6 + 2 5 . 0 0 2 5 + 5 7 . 2 8 4 0 . 0 0 ’ 4 0 . 0 0 ’ EX R / W 2 4 + 7 9 . 0 0 E X R / W 1 2 + 7 5 . 0 0 6 0 . 0 0 ’ E X R / W 1 4 + 7 1 . 4 9 6 0 . 0 0 ’ 1 2 3 4 1 8 + 3 0 . 0 0 1 9 + 6 0 . 0 0 1 0 0 . 0 0 ’ E X R / W 2 6 + 2 5 . 0 0 2 5 + 5 7 . 2 8 4 0 . 0 0 ’ EX R / W 4 0 . 0 0 ’ 1 2 0 . 0 0 ’ E X R / W 5 6 . 2 4 ’ 5 0 . 0 0 ’ 1 8 + 8 7 . 6 7 5 6 . 4 5 ’ 5 0 . 0 0 ’ 1 8 + 5 2 . 8 2 6 5 . 3 3 ’ 1 0 2 . 4 5 ’ + 9 3 . 2 6 EX . R / W 1 6 + 1 3 . 8 7 5 0 . 0 0 ’ + 4 7 . 4 8 + 5 3 . 4 6 + 9 1 . 4 5 + 1 0 . 6 6 6 1 . 8 1 ’ 5 0 . 0 0 ’ 6 7 . 7 0 ’ 5 8 . 6 9 ’ + 1 2 . 0 1 5 0 . 0 0 ’ EX . R / W 1 0 5 . 0 9 ’ 1 1 4 . 3 2 ’ 1 5 + 8 1 . 0 0 1 6 + 0 8 . 2 3 1 6 + 9 4 . 7 5 1 8 + 6 8 . 1 7 1 9 + 8 2 . 4 9 2 1 + 1 3 . 2 0 2 2 + 8 7 . 7 1 8 5 . 9 9 ’ 7 8 . 7 6 ’ 2 5 + 3 3 . 4 5 4 0 . 3 2 ’ 2 5 + 0 9 . 6 1 4 0 . 8 8 ’ 2 4 + 8 5 . 0 0 5 0 . 0 0 ’ 18" S E E D E T A I L A C L B R I P R A P S T A 1 5 + 6 0 T O 1 6 + 2 0 R T T O E P R O T E C T I O N F R O M - L - S T A . 1 5 + 6 0 T O S T A . 1 6 + 2 0 R T Fill Slope 2:1 or Flatter b = 3 . 0 F t . d = 1 . 0 F t . T y p e o f L i n e r = C L B R i p - R a p bD E T A I L A ( N o t t o S c a l e ) T O E P R O T E C T I O N d D I T C H R E T A I N E X I S T I N G S T A 1 4 + 0 0 L T R I P R A P I N D I T C H 5 T O N S C L . B S T A 2 2 + 5 0 L T R I P R A P I N D I T C H 5 T O N S C L . B TB 2 G I FG 2 4 " R C P - I I I C O N C R E T E C O L L A R O U T L E T P A D R E T A I N R I P R A P N A T U R A L G R O U N D E X C A V A T E T O D R A I N A W A Y F R O M R O A D G R O U N D , G R A D E T O E X C A V A T E T O N A T U R A L R E M O V E ( N o t t o S c a l e ) S P E C I A L L A T E R A L ’ V ’ D I T C H 2:1 orFlatter N a t u r a l G r o u n d D d F i l l S l o p e 2:1D E T A I L B T y p e o f L i n e r = P S R M M a x . d = 1 . 0 F t . M i n . D = 1 . 5 F t . F R O M - L - S T A . 1 9 + 4 0 R T T O S T A . 2 1 + 5 0 R T S E E D E T A I L B L I N E W I T H P S R M - L - S T A 1 9 + 4 0 R T T O 2 1 + 5 0 R T S P E C I A L L A T E R A L V - D I T C H S T A 1 9 + 4 0 R T R I P R A P I N D I T C H 5 T O N S C L . B 0 4 0 0 0 4 0 1 0 4 0 3 0 4 0 2 0 4 0 4 0 4 0 5 TO P O F B ERM C L. II RIP RA P TO RETAIN EN D O F BRID G E TO 18 + 7 0 LT S H O U LD E R BERM G U TTER 1 8 " P S H S EE D E TA IL C 0 4 0 6 0 4 0 7 18" TO P O F B ERM C L. II R IP RA P TO D E T A I L D B A N K S T A B I L I Z A T I O N C L I I R I P R A P S E E D E T A I L E E S T . 1 2 0 S Y G E O T E X T I L E E S T . 1 2 0 T O N S L I N E W I T H C L . " I " R I P R A P - L - S T A . 1 9 + 1 0 T O 2 1 + 7 5 L T R O C K F I L L I N P O N D A A W P L A N V I E W S E C T I O N A - A ( 4 ’ m i n t y p . ) P e r m a n e n t S o i l R e i n f o r c e m e n t m a t t i n g ( P S R M ) S e e d w i t h n a t i v e g r a s s e s a t i n s t a l l a t i o n . P R E F O R M E D S C O U R H O L E - L - S T A . 1 8 + 7 0 L T D E T A I L C * N O T T O S C A L E B FILL SLO PE 2:1 2:1 P I P E ( d = 1 5 " O R 1 8 " ) IN F L O W 3 / 0 8 W = 4 ’ D = 1 . 5 ’ B = 4 ’ n o t s h o w n f o r c l a r i t y ) ( R i p R a p i n b a s i n G R O U N D N A T U R A L ( N o t t o S c a l e ) R I P R A P A T E M B A N K M E N T D E T A I L D G e o t e x t i l e = 3 0 s y T y p e o f L i n e r = 5 0 T O N S , C L I I R i p - R a p 1 0 ’ m i n . 1 . 0 ’ m i n . S T R E A M B E D 1 . 5 ’ B E L O W K E Y I N R I P R A P A W A Y F R O M R O A D G R A D E T O D R A I N - L - S T A . 1 7 + 6 2 t o S T A 1 7 + 7 2 R T 2:1 3 . 0 ’ 1 . 0 ’ 1.5:1 ( N o t t o S c a l e ) R O C K F I L L I N P O N D F R O M - L - S T A . 1 9 + 1 0 L T T O S T A . 2 1 + 7 5 L T D E T A I L E 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 1 9 0 2 0 0 2 1 0 2 2 0 2 3 0 2 4 0 2 5 0 2 6 0 2 7 0 2 8 0 2 9 0 3 0 0 3 1 0 3 2 0 3 3 0 3 4 0 3 5 0 3 6 0 3 7 0 3 8 0 3 9 0 1 9 0 2 0 0 2 1 0 2 2 0 2 3 0 2 4 0 2 5 0 2 6 0 2 7 0 2 8 0 2 9 0 3 0 0 3 1 0 3 2 0 3 3 0 3 4 0 3 5 0 3 6 0 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 5/14/99 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 25-APR-2014 10:20 R:\Roadway\Proj\b5325_Rdy_pfl_psh_05.dgn $$$$USERNAME$$$$ 5 B - 5 3 2 5 BEGIN BRIDGE -L- STA 17+20.15 END BRIDGE -L- STA 18+52.65 - L - EL = 284.35’ END GRADE -L- STA 26+00.00 A S N E E D E D M I L L I N G 5 0 ’ I N C I D E N T A L A S N E E D E D M I L L I N G 5 0 ’ I N C I D E N T A L 1 6 6 . 4 9 ’ L E F T - L - S T A . 1 7 + 4 7 . 0 9 E L E V . = 2 7 0 . 0 7 ’ 2 0 1 . 5 6 ’ L E F T - B L - S T A . 1 9 + 5 7 . 2 3 B M # 2 S E E P L A N S H E E T 4 F O R P L A N V I E W N O T E : EL = 293.04’ BEGIN GRADE -L- STA 13+00.00 P I = 2 0 + 4 3 . 2 9 E L = 2 6 6 . 4 7 ’ (- )3 .5 7 5 1% ( + ) 3 . 2 1 2 3 % V C = 1 , 0 5 0 ’ K = 1 5 5 D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A F T D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 3 4 0 0 = 2 5 = 2 7 3 . 4 = 5 0 5 0 = 1 0 0 = 2 7 5 . 3 1 = 6 3 8 3 . 2 = 5 0 0 + + = 2 7 6 . 4 = = 0 4 / 1 0 / 2 0 1 3 = 2 6 1 . 6 1 R I G H T D I T C H ELEV = 267.99’ -L- STA. 19+40.00 GRADE RT BEGIN SPECIAL DITCH -L- STA. 20+00.000 ELEV = 268.60’ -L- STA. 20+50.00 ELEV = 269.38’ ELEV = 270.00’ -L- STA. 21+50.00 GRADE RT END SPECIAL DITCH ( + ) 1. 0 16 7 % ( + ) 1. 5 6 0 0 % ( + ) 0 . 6 2 0 0 % 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 9 0 290 2 9 5 295 3 0 0 300 2 8 5 285 1 2 + 5 0 . 0 0 2 9 0 290 2 9 5 295 3 0 0 300 2 8 5 285 1 3 + 0 0 . 0 0 2 9 0 290 2 9 5 295 3 0 0 300 3 0 5 305 2 8 5 285 1 3 + 3 2 . 0 0 2 9 0 290 2 9 5 295 3 0 0 300 3 0 5 305 2 8 5 285 1 3 + 5 0 . 0 0 X-1B-5325 - L - 2.55 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 2 9 4 . 5 8 2 9 2 . 7 9 2:1 2:1 4 :1 4 : 1 0 . 0 2 0 0 . 0 2 0 290.34 2 9 0 . 3 4 2 9 1 . 5 7 2:1 2:1 4 :1 4 : 1 0 . 0 1 8 0 . 0 2 0 289.47 2 8 9 . 4 4 2 9 0 . 8 9 2:1 2:1 4 :1 4 : 1 0 . 0 1 1 0 . 0 2 0 288.95 2 8 8 . 7 9 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 8 5 285 2 9 0 290 2 9 5 295 2 8 0 280 1 4 + 0 0 . 0 0 2 8 5 285 2 9 0 290 2 8 0 280 1 4 + 5 0 . 0 0 2 8 5 285 2 9 0 290 2 8 0 280 1 4 + 7 1 . 4 9 2 8 0 280 2 8 5 285 2 9 0 290 1 5 + 0 0 . 0 0 2 8 0 280 2 8 5 285 2 9 0 290 2 7 5 275 1 5 + 5 0 . 0 0 X-2B-5325 - L - 2.55 2 8 9 . 0 0 2:1 2:1 4 :1 4 : 1 0 . 0 1 0 0 . 0 2 0 287.52 2 8 7 . 0 0 2 8 7 . 2 4 2:1 2:1 4 :1 4 : 1 0 . 0 3 1 0 . 0 3 1 286.09 2 8 5 . 0 5 2 8 6 . 4 9 2:1 2:1 4 :1 4 : 1 0 . 0 4 0 0 . 0 4 0 285.47 2 8 4 . 1 5 2 8 5 . 4 8 2:1 2:1 4 :1 4 : 1 0 . 0 5 2 0 . 0 5 2 284.65 2 8 2 . 9 5 2 8 3 . 6 0 3 :1 4 : 1 0 . 0 6 0 0 . 0 6 0 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 5 275 2 8 0 280 2 8 5 285 2 7 0 270 1 6 + 0 0 . 0 0 2 7 5 275 2 8 0 280 2 8 5 285 2 7 0 270 1 6 + 1 3 . 8 7 2 7 0 270 2 7 5 275 2 8 0 280 2 8 5 285 2 6 5 265 1 6 + 5 0 . 0 0 2 7 0 270 2 7 5 275 2 8 0 280 2 8 5 285 2 6 5 265 1 7 + 0 0 . 0 0 X-3B-5325 - L - 2.55 2 8 2 . 0 0 4 : 1 4 :1 0 . 0 4 6 0 . 0 4 6 2 8 1 . 3 6 4:1 0 . 0 4 0 0 . 0 4 0 2:1 2 7 9 . 2 8 2:1 2:14:1 0 . 0 2 5 0 . 0 2 5 279.29 2 7 7 . 0 7 2:1 2:14:1 0 . 0 2 0 0 . 0 2 0 277.91 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 0 270 2 7 5 275 2 8 0 280 2 8 5 285 2 6 5 265 1 7 + 2 0 . 1 3 2 7 0 270 2 7 5 275 2 8 0 280 2 6 5 265 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 8 5 285 2 6 0 260 1 8 + 5 2 . 6 7 X-4B-5325 - L - 2.55 B E G I N B R I D G E 1 7 + 2 0 . 1 5 E N D B R I D G E 1 8 + 5 2 . 6 5 2 7 5 . 5 3 2:1 2:14:1 0 . 0 2 0 0 . 0 2 0 277.44 2 7 5 . 5 3 0 . 0 2 0 0 . 0 2 0 2 6 8 . 8 7 0 . 0 2 0 0 . 0 2 0 2 6 8 . 8 7 2:1 2:1 0 . 0 2 0 0 . 0 2 0 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 1 9 + 0 0 . 0 0 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 1 9 + 5 0 . 0 0 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 1 9 + 7 8 . 2 0 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 2 0 + 0 0 . 0 0 X-5B-5325 - L - 2.55 2 6 8 . 6 3 2:1 2:1 0 . 0 2 0 0 . 0 2 0 2 6 8 . 6 5 2:1 2:1 0 . 0 2 8 0 . 0 2 8 2:1 268.09 2 6 8 . 6 5 2:1 2:1 0 . 0 4 0 0 . 0 4 0 2:1 268.38 2 6 8 . 6 9 2:1 2:1 0 . 0 4 9 0 . 0 4 9 2:1 268.60 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 2 0 + 5 0 . 0 0 2 6 5 265 2 7 0 270 2 7 5 275 2 6 0 260 2 1 + 0 0 . 0 0 2 6 5 265 2 7 0 270 2 7 5 275 2 8 0 280 2 6 0 260 2 1 + 5 0 . 0 0 2 7 0 270 2 7 5 275 2 8 0 280 2 6 5 265 2 2 + 0 0 . 0 0 X-6B-5325 - L - 2.55 2 6 8 . 7 8 3:1 2:1 0 . 0 6 0 0 . 0 6 0 2:1 269.38 2 6 8 . 3 6 4:1 2:1 0 . 0 6 0 0 . 0 6 0 4:12:1 269.69 2 6 8 . 9 5 4:1 2:1 0 . 0 6 0 0 . 0 6 0 4:12:12:1 270.00 2 7 2 . 3 1 4:1 0 . 0 6 0 0 . 0 6 0 2:1 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 0 270 2 7 5 275 2 8 0 280 2 6 5 265 2 2 + 5 0 . 0 0 2 7 0 270 2 7 5 275 2 6 5 265 2 3 + 0 0 . 0 0 2 7 0 270 2 7 5 275 2 8 0 280 2 6 5 265 2 3 + 5 0 . 0 0 2 7 5 275 2 8 0 280 2 8 5 285 2 7 0 270 2 3 + 7 5 . 0 0 2 7 5 275 2 8 0 280 2 8 5 285 2 7 0 270 2 4 + 0 0 . 0 0 X-7B-5325 - L - 2.55 UNDERCUT 2 7 4 . 9 2 4 :1 2:1 0 . 0 6 0 0 . 0 6 0 2 7 2 . 2 8 3: 1 2 7 6 . 4 4 4 :1 2:1 4 : 1 0 . 0 6 0 0 . 0 6 0 2 7 3 . 9 8 2 7 6 . 1 7 2:1 4 :1 0 . 0 6 0 0 . 0 6 0 276.76 4 : 1 2 7 6 . 3 8 2:1 4 :1 0 . 0 6 0 0 . 0 6 0 277.23 4 : 1 2 7 7 . 3 7 2:1 4 :1 0 . 0 6 0 0 . 0 6 0 277.74 4 : 1 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 5 275 2 8 0 280 2 7 0 270 2 4 + 5 0 . 0 0 2 7 5 275 2 8 0 280 2 8 5 285 2 7 0 270 2 5 + 0 0 . 0 0 2 8 0 280 2 8 5 285 2 7 5 275 2 5 + 5 0 . 0 0 2 8 0 280 2 8 5 285 2 7 5 275 2 5 + 5 7 . 2 8 2 8 0 280 2 8 5 285 2 7 5 275 2 5 + 6 8 . 0 0 2 8 0 280 2 8 5 285 2 9 0 290 2 7 5 275 2 6 + 0 0 . 0 0 X-8B-5325 - L - 2.55 2 7 9 . 6 6 4 :1 0 . 0 4 5 0 . 0 4 5 4 : 1 2 8 1 . 0 8 2:1 4 :1 0 . 0 2 4 0 . 0 2 4 279.57 4 : 1 2 8 2 . 5 1 2:1 4 :1 0 . 0 0 3 0 . 0 2 0 280.69 4 : 1 2 8 2 . 7 1 2:1 4 :1 0 . 0 0 0 0 . 0 2 0 280.86 4 : 1 2 8 3 . 0 5 2:1 4 :1 0 . 0 0 0 0 . 0 2 0 281.20 4 : 1 2 8 4 . 1 0 2:1 2:1 4 :1 4 : 1 0 . 0 0 0 0 . 0 2 0 281.65 2 8 1 . 5 6 0000 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 17-FEB-2014 15:10 R:\Roadway\CorridorModeling\B5325_Rdy_xpl.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 8 5 285 2 9 0 290 2 8 0 280 2 6 + 5 0 . 0 0 X-9B-5325 - L - 2.55 2 8 5 . 8 0