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HomeMy WebLinkAbout20130610 Ver 1_Application_201306104 E N D B R I D G E - L - S T A . 1 2 + 9 5 . 1 5 T O B L U E R I D G E S T A . 1 1 + 0 5 . 0 0 - L - B E G I N T I P P R O J E C T B - 3 3 4 6 S T A . 1 5 + 6 5 . 0 0 - L - E N D T I P P R O J E C T B - 3 3 4 6 LENG T H R O A D W A Y T I P P R O J E C T B - 3 3 4 6 = 0 . 0 7 8 M I L E S LENG T H S T R U C T U R E T I P P R O J E C T B - 3 3 4 6 = 0 . 0 0 9 M I L E S TOTA L L E N G T H O F T I P P R O J E C T B - 3 3 4 6 = 0 . 0 8 7 M I L E S (U N I O N H I L L R D .) T O S R 1 5 2 5 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.VICINITY MAP 11% B E G I N B R I D G E - L - S T A . 1 2 + 4 7 . 8 5 -L - S R 1 7 3 4 S T E P P M I L L R D . D A N I E L W . G A R D N E R , J R . , P E J A M E S A . S P E E R , P E H E N D E R S O N C O U N T Y B R I D G E N O . 4 2 O V E R S A C O N O N C R E E K O N S R 1 7 3 4 ( S T E P P M I L L R O A D ) R E T A I N I N G W A L L , A N D E X I S T I N G S T R U C T U R E R E T R O F I T 25 50 100 50 25 50 100 50 5 10 20 10 DHV D T V ======580 900 12 60 12 %%MPH ADT ADT 2014 2035 % *DUAL 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 *TTST 1%SUB REGIONAL TIER 0 0 0 PROFILE (HORIZONTAL) 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 . D E S C R I P T I O N N O . T O T A L SH E E T S N . C . S H 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 PLANS PROFILE (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 : 0 9 /0 8 /9 9 B - 3 3 4 6 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 0 0 See Sheet 1-A For Index of Sheets 0 1 -M A R -2 0 1 3 0 9 :2 0 R :\R o a d w a y \P r o j \b 3 3 4 6 _r d y _t s h .d g n $$$$U S E R N A M E $$$$ 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 C O N T R A C T :T I P P R O J E C T : B -3 3 4 6 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 S T A T E O F N O R T H C A R O L I N A FUNC CLASS=RURAL LOCAL S A C O N O N C R E E K S A C O N O N C R E E K See Sheet 1-B For Conventional Symbols G R A D I N G , D R A I N A G E , P A V I N G , S T R U C T U R E , DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED AND SUPERE L E V A T I O N . 15 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 R E T A I N I N G W A L L P E D E S T R I A N U S E S T R U C T U R E F O R R E T R O F I T E X I S T I N G CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIM I T S E S T A B L I S H E D B Y M E T H O D I I . DETOUR ROUTE P . E . 3 3 0 0 4 . 2 . 1 3 3 0 0 4 . 1 . 1 B R Z - 1 7 3 4 ( 3 ) B R Z - 1 7 3 4 ( 3 ) R / W & U T I L I T I E S M A R C H 1 , 2 0 1 3 *S.U.E. = Subsurface Utility Engineering Note: Not to Scale 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 F E B R U A R Y 1 8 , 2 0 1 4 See Sheet 1-C For Survey Control Sheet S A C O N O N C R E E K H U N G R Y C r e e k F o r k C h i m n e y $26 %64 D e v i l s Dana Blue Ridge Dana Elementary Sch.Edneyville Elementary Sch.Edith Grove Jones Cemetery Ch Henderson Mtn Mtn Cagie Mtn Corn Fork C r e e k C r e e k C r e e k Devils Apple Valley Middle Sch.North Hendereson High Sch.D u n n L e w i s C r e e k R I V E R S a c o n o n C r e e k COUNTY POLK W o l f p e n H E N D E R S O N V I L L E C I T Y L I M I T S R o c k R d .B-3346 PROJECT N A D 8 3 / 9 5 U n i o n H i l l R d .R d .S u g a r l o a f R d .B l a c k w e l l D r .E. Chestnut Gap Rd.P a c e C r e e k R d .B i g O a k R d .S t u m p O w e n s b y R d .A c a d e m y R d .L y t l e R d .B l u e H o u s e R d .M o r r i s o n R d .P a c e R d .T a y l o r R d .Old D a n a R d .H o w a r d G a p R d .R d .G a p D e e p L o o p Lane R d .Deep E.O r c h a r d R d .T r a c y G r o v e H o w a r d G a p R d .S t a t o n R d .B a l l e n g e r R d .M c M u r r a y R d .T r a c y G r o v e R d .R d .M i d A l l e n R d .F r a n k H i l l R d .S .A l l e n R d .U n i o n H i l l R d .S t e p p M i l l R i d g e R d .R i d g e R d .L a m b M o u n t a i n P i l o t C l a r k Rd.R d .S u g a r l o a f R d .O r c h a r d R d .R d .C h e s t n u t G a p R d .O l e t a R d .O l e t a R d .D a n a R d .K i n g R d .L e a c o c k R d .C h e s t n u t R d .R d .C h u r c h 1724 1783 1730 1525 1797 1798 1800 1799 1885 1799 1738 1525 1795 1796 1944 1794 1794 1737 1736 1943 1734 1726 1729 1727 1726 1725 1741 1861 1802 1731 1732 1721 1735 1796 1957 1006 1792 1902 1963 1734 1525 1525 1791 1756 1793 1006 1739 1740 1738 1006 1734 1867 1893 1574 1742 1743 1582 1964 1791 1790 1525 1721 1795 1783 1783 1734 1783 1733 1734 1978 1686 1969 1726 1960 1965 1802 1525 1783 1989 1992 1990 1991 1994 1993 1783 1783 1902 1718 1742 1742 1728 M o u n t a i n R d .R d .N i e l s o n G a p U p o w a r d F r u i t l a n d LENG T H R O A D W A Y T I P P R O J E C T B - 3 3 4 6 = 0 . 0 7 8 M I L E S LENG T H S T R U C T U R E T I P P R O J E C T B - 3 3 4 6 = 0 . 0 0 9 M I L E S TOTA L L E N G T H O F T I P P R O J E C T B - 3 3 4 6 = 0 . 0 8 7 M I L E S FUNC CLASS=RURAL LOCAL CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIM I T S E S T A B L I S H E D B Y M E T H O D I I . Existing E d g e o f P a v e m e n t Existing C u r b Proposed S l o p e S t a k e s C u t Proposed S l o p e S t a k e s F i l l Existing M e t a l G u a r d r a i l Existing C a b l e G u i d e r a i l Proposed G u a r d r a i l Equality S y m b o l Pavement R e m o v a l Baseline C o n t r o l P o i n t RIGHT O F W A Y : Existing R i g h t o f W a y M a r k e r Existing R i g h t o f W a y L i n e h Existing C o n t r o l o f A c c e s s Proposed C o n t r o l o f A c c e s s Proposed R i g h t o f W a y L i n e C F Existing E a s e m e n t L i n e Proposed 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 Proposed 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 Proposed 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 Proposed 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 Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sump Proposed 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 : ROADS 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 p Q l e ]/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 4 I H a 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 . * ) d o 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 O F S 3 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 Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M W W S x Foundation S Building y y VEGET A T I O N : Single Tre e X Y V i n e y a r d Single Sh r u b Hedge Woods Li n e O r c h a r d V i n e y a r d RAILRO A D S : Standard G a u g e RR Signal M i l e p o s t Switch RR Aband o n e d RR Disma 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 Engineering WLB EIP B ECM 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 - 3 3 4 6 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 WLB EAB EPB R W R W R W C A E T D E P D E P U E S P P T T T C T C T F O T F O W W T V T V T V F O T V F O G G S S F S S F S S ? U T L Jurisdictional Stream JS 1 2 /0 5 /1 1 Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed 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 Proposed 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 Pin a n d C a p M a r k e r Proposed R i g h t o f W a y L i n e w i t h D U E Proposed 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 Proposed A e r i a l U t i l i t y E a s e m e n t C R Proposed 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 Site Potential Soil Contamination: Area or Site Concret e o r G r a n i t e R / W M a r k e r Proposed R i g h t o f W a y L i n e w i t h C A Concret e C / A M a r k e r Proposed C o n t r o l o f A c c e s s L i n e w i t h F i l t e r F a b r i c 3 0 -M A Y -2 0 1 3 0 7 :1 5 R :\R o a d w a y \P r o j \b 3 3 4 6 _r d y _p s h .d g n $$$$U S E R N A M E $$$$ 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 . 5 /1 4 /9 9 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 . B - 3 3 4 6 4 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 0 2 0 2 -L-0 2 0 2 END APPR. SLAB END BRIDGE BEGIN BRIDGE BEGIN APPR. SLAB 2 0 ’2 0 ’SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSH I P NTS S E E S H E E T S S - 1 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 - L - P R O F I L E 2 0 ’@ ALL CORNER S GRAU-350 (TL-2 ) T Y P . NOTE: EXPOSED EDGES OF CONCRETE CORED SLABS TO BE STAINED B R O W N TEXAS T-101 RAIL PAINTED DARK BROWN TEXAS T-101 RAIL PAINTED DARK BROWN -L- STA 12+47.85 -L- STA 12+36.87 -L- STA 12+95.15 -L- STA 13+06.14 (SEE NOTE 2)PROPOSED RETAINING WALL T-101 TYPE T-101 TYPE T-101 TYPE T-101 TYPE 2 .5 ’2 .5 ’2 5 ’AND ANCHORS ( T Y P . ) STEEL BEAM GUA R D R A I L PAINTED DARK B R O W N R E V I S I O N S A D D I T I O N O F A C H A N N E L C H A N G E A T -L - S T A . 1 2 +8 0 .0 0 L T . R /W R E V I S I O N 0 5 -3 0 -1 3 (D W G ) - R E V I S E D T H E T C E O N P A R C E L 1 (C A R O L Y N K . J U S T U S ) A N D P A R C E L 2 (C H A R L E S A . J U S T U S , J A N I C E J U S T U S ) F O R T H E P I S t a 1 0 + 5 6 . 0 3 D L = 1 1 2 . 0 3 ’ T = 5 6 . 0 3 ’ R = 2 , 0 0 0 . 0 0 ’ P I S t a 1 1 + 3 6 . 7 3 D L = 4 8 . 9 6 ’ T = 2 4 . 7 0 ’ * R = 1 5 0 . 0 0 ’ P I S t a 1 2 + 1 5 . 5 0 D L = 2 3 . 5 9 ’ T = 1 1 . 9 1 ’ P I S t a 1 3 + 4 3 . 8 3 D L = 8 2 . 9 6 ’ T = 4 2 . 5 7 ’ * R = 1 5 0 . 0 0 ’ P I S t a 1 5 + 0 5 . 4 1 D L = 9 5 . 0 9 ’ T = 5 6 . 5 2 ’ P I S t a 1 6 + 4 4 . 1 6 D L = 1 2 3 . 3 7 ’ T = 6 9 . 9 2 ’ R = 1 0 5 . 0 0 ’ -L- PC Sta. 10+00.00 -L- PCC Sta. 11+1 2 . 0 3 - L - P T S t a . 1 2 + 2 7 . 1 8 - L - P C S t a . 1 3 + 0 1 . 2 5 - L - P T S t a . 1 1 + 6 0 . 9 9 - L - P C S t a . 1 2 + 0 3 . 6 0 - L - P T S t a . 1 3 + 8 4 . 2 2 - L - P C S t a . 1 4 + 4 8 . 9 0 - L - P T S t a . 1 5 + 4 3 . 9 9 - L - P C S t a . 1 5 + 7 4 . 2 4 - L - P T S t a . 1 6 + 9 7 . 6 1 0 2 0 2 0 2 0 2 0 1 0 2 S E = S E E P L A N S S E = S E E P L A N S S E = S E E P L A N S S E = S E E P L A N S S E = S E E P L A N S S E = S E E P L A N S - L - - L - BEGIN TIP PROJECT B-3346 -L- STA. 11+05.00 E N D T I P P R O J E C T B - 3 3 4 6 - L - S T A . 1 5 + 6 5 . 0 0 1 8 ’ 1 8 ’ 0 2 0 2 1 5 L T . & R T . 5 0 ’ T A P E R T Y P . I N C . 2 0 ’ 2 0 ’ R E T A I N I N G W A L L 0 1 0 4 0 3 0 0 0 2 0 3 2 0 ’ 2 0 ’ R E M O V E 3 B E A M S , R E P L A C E D E C K , A D D P E D E S T R I A N 5 0 ’ T A P E R L T . & R T .+1 5 .0 0 2 0 ’I N C . A N D R E P A I N T . S E E S T R U C T U R E P L A N S S H E E T S - ? . S A F E R A I L S , S A N D B L A S T L E A D P A I N T F R O M B E A M S (HISTORIC PROPERTY) ( H I S T O R I C P R O P E R T Y ) (HISTORIC PROPERTY) D I R E C T E D B Y T H E E N G I N E E R A N D G R A D E T O D R A I N A S R E M O V E E X I S T I N G P A V E M E N T ( T L - 2 ) T Y P . G R A U - 3 5 0 * R = 7 0 . 0 0 ’ * R = 7 0 . 0 0 ’ * D E S I G N E X C E P T I O N R E Q U I R E D F O R S U P E R E L E V A T I O N 6’WALKWAY PROPOSED WALKWAY INSET A T I E F I L L S L O P E S S O T H E Y W I L L N O T I M P A C T B U I L D I N G F O U N D A T I O N . N O T E 1 : D O N O T D I S T U R B B U I L D I N G L O C A T E D A T - L - S T A 1 1 + 4 5 R T . S E E N O T E 2 SEE NO T E 3 SEE NOT E 1 1 0 ’ 1 0 ’ B A R R I C A D E G U A R D R A I L N O T E 3 : C O N V E R T E X I S T I N G B R I D G E T O P E D E S T R I A N B R I D G E . S E A L A B A N D O N E D W E L L (SEE INSET A ) 6’ PAVED W A L K W A Y REMOVE EXISTING PAVEMENT B A R R I C A D E G U A R D R A I L PAVEMNT WITH 1.5" SF9.5A PAVE 6’ WIDTH OF EXISTING N O T E 2 : T H E E X P O S E D P A R T O F T H E R E T A I N I N G W A L L S H A L L B E T O T H E F R O N T O F T H E M I L L H O U S E . S T A I N E D A N D / O R S T A M P E D W I T H A P A T T E R N S I M I L A R W O O D S W O O D S W O O D S S E P T I C T A N K W O O D S S H O U S E S C A L E W O O D S C O N C . P A D P L A N T E R P L A N T E R G R W A L K W G R W O O D S GR W S C A L E T R U C K SR-1734 S T E P P M I L L R O A D 1 0 ’ G R D R I V E 9 ’ G R 2 9 .0 5 ’ 2 5 .6 6 ’ 1 0 1 .4 5 ’ 1 1 6 .7 7 ’ 1 0 4 . 8 5 ’ 1 5 7 .1 7 ’ 1 2 9 .6 2 ’ 1 7 3 .1 7 ’ 1 9 8 .6 2 ’ 1 1 3 .6 8 ’ E I P E I P E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W E X I S T I N G R /W E X I S T I N G R /W D B 7 6 8 P G 8 5 0 J A N I C E J U S T U S C H A R L E S A . J U S T U S 6 6 0 .8 7 ’EXISTING R/W E X I S T I N G R /W E X I S T I N G R /W M A I N T A I N E D M A I N T A I N E D SCRAP M E T A L P I L E 9 5 .0 0 ’ 8 3 . 2 1 ’ 8 7 .5 4 ’ 1 2 8 .3 1 ’ 5 3 .5 1 ’ 4 2 .7 7 ’ 7 8 .4 7 ’ 9 3 .2 2 ’ 4 0 .0 3 ’ 3 3 .0 2 ’ 4 7 .6 2 ’ 6 5 . 2 6 ’ 6 9 .1 7 ’ 5 4 .4 4 ’ 8 3 .5 2 ’ 6 7 .4 5 ’ 7 6 . 1 8 ’ 6 4 .7 0 ’ 9 5 .3 9 ’ 4 0 .0 3 ’ -B L 2 -3 8 7 +3 7 .4 9 P I N C -B L 2 -3 7 5 +0 0 .0 0 P O T - B L 2 - 3 9 1 0 + 5 5 . 6 5 P I N C - B L 2 - 4 0 1 3 + 5 1 . 0 5 P I N C 1 5 " C M P 1 8 " H D P E 1 8 " H D P E 1 8 " H D P E W 1 5 " C M P T 7 2 " W D R A I L 1 2 " C M P O V E R F L O W S Y S T E M F O R D A M P A R T O F A B A N D O N E D 8 " S T E E L P I P E 3 6 " C M P 5 0 ’5 0 ’ 2 0 ’ 2 0 ’ 2 7 ’ 2 7 ’ 2 0 ’5 0 ’ 5 0 ’ 1 7 2 .2 4 ’ 1 8 8 .3 0 ’ S A C O N O N C R E E K C H A R L O T T E , N . C . 2 8 2 0 2 P . O . B O X 1 0 0 6 E C 1 0 Q 5 2 6 S . C H U R C H S T R E E T D U K E E N E R G Y C O R P O R A T I O N L O U I S V I L L E , K Y . 4 0 2 0 2 - 2 0 3 4 6 0 1 W . C H E S T N U T S T . B E L L S O U T H T E L E C O M U N I C A T I O N S , I N C . U T I L I T Y O W N E R S 3 6 " C M P 2 4 " H D P E 1 7 ’ D A M C O N C 2 S F D D A M C O N C W W W O O D S C A R O L Y N K . J U S T U S D B 5 8 6 P G 5 7 1 S 2 S F D R O C K W A L L 3 6 " F O U N T A I N W A T E R 36" WD RAIL 20’ BST WOODS WOODS WOODS CAROLYN K. JUSTUS DB 586 PG 571 WOODS R O C K W A L L 4 8 " K E N N E T H W A Y N E W A L D E N D B 7 7 8 P G 6 8 1 E I P E I P G R W O O D S P L A N T E R H T R D B 1 3 6 4 P G 2 0 2 W I L L A R D M . W I L L I A M S E I P D A L E & C R Y S T A L S M I T H D B 1 3 7 1 P G 1 T A N K S E P T I C D E C K W D H T R P L A N T E R S T E P S W D D E C K W D G R G R W O O D S J A N I C E J U S T U S C H A R L E S A . J U S T U S D B 7 6 8 P G 8 5 0 1 8 . 1 9 ’ 3 9 . 7 0 ’ 8 . 3 6 ’ CAROLYN K. JUSTUS DB 586 PG 571 2 5 .7 9 ’ +4 6 .1 5 C O R T O C O R 1 6 . 6 1 ’ + 0 4 . 9 2 E L E V . 2 0 1 2 . 1 8 S E E S H E E T 1 - C B M # 4 E L E V . 2 0 2 1 . 9 0 S E E S H E E T 1 - C B M # 2 E L E V . 1 9 8 7 . 6 1 S E E S H E E T 1 - C B M # 5 E L E V . 2 0 4 3 . 6 1 S E E S H E E T 1 - C B M # 6 E X I S T I N G R / W 1 5 " 1 5 " R C P -I V 2 G I 2 G I R E T A I N 0 4 0 3 0 4 0 1 0 4 0 2 R E T A I N @ 1 6 0 S Y F A B R I C @ 7 0 T O N S @ 3 7 5 C Y D D E S E E D E T A I L ’ A ’ C H A N N E L C H A N G E E S T . 5 S Y F A B R I C E S T . 1 T O N C L ’ B ’ R I P R A P P P L U G 3 6 " C M P @ 7 0 S Y F A B R I C @ 3 0 T O N S @ 1 6 5 C Y D D E S E E D E T A I L ’ A ’ C H A N N E L C H A N G E 2 :1 2 :1 D ( N o t t o S c a l e ) C H A N N E L C H A N G E B d D E T A I L A S t d . N o . 8 7 6 . 0 1 W h e n B i s > 6 . 0 ’ - T y p e o f L i n e r = C L A S S ’ B ’ R i p - R a p B = 5 F t . M a x . d = 4 F t . M i n . D = 4 F t . G r o u n d N a t u r a l G r o u n d N a t u r a l 2 5 . 0 0 ’ L T . 3 0 . 0 0 ’ L T . + 7 4 . 2 4 - L - 3 0 . 0 0 ’ L T . + 4 3 . 9 9 - L - 3 0 . 0 0 ’ L T . + 4 8 . 9 0 - L - 3 0 . 0 0 ’ L T . + 8 4 . 2 2 - L - 25.00’ LT.+11.41 -L- 3 0 . 0 0 ’ L T . + 1 2 . 0 3 - L - 3 0 . 0 0 ’ L T . + 6 0 . 9 9 - L - 3 0 . 0 0 ’ L T . + 0 3 . 6 0 - L - 3 0 . 0 0 ’ L T . + 2 7 . 1 8 - L - 4 8 . 0 0 ’ L T . + 4 5 . 0 0 - L - 7 5 . 0 0 ’ L T . + 0 5 . 0 0 - L - 9 5 . 0 0 ’ L T . + 7 5 . 0 0 - L - 3 0 . 0 0 ’ L T . 5 0 . 0 0 ’ L T . + 8 0 . 0 0 - L - 1 1 1 2 2 5 0 . 0 0 ’ L T . + 0 1 . 2 5 - L - 3 0 . 0 0 ’ L T . + 2 5 . 0 0 - L - 20.00’ RT.+11.67 -L - 20.00’ R T . +64.9 9 - L - R E T A I N 3 0 . 0 0 ’ L T . + 0 1 . 2 5 - L - F F F F F C C C C C C C C C C C C C C C C F C F F F C F N A D 8 3 / 9 5 10 11 12 13 1 4 1 5 1 6 1,990 2,000 2,010 2,020 2,030 2,040 2,050 2,060 - L - ( D S > 2 5 M P H ) VC = 50’ P I = 1 5 + 2 0 . 0 0 E L = 2 , 0 3 8 . 8 1 ’ V C = 9 0 ’ K = 1 3 S E E S H E E T 4 F O R P L A N V I E W DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE C F S Y R S Y R S BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE C F S C F S Y R S F T F T F T DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA F T DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY F T = 415 = 25 = 2020.50 = 600 = 100 = 2020.90 = N/A = 500 = 2021.95 = = 05/08/11 = 2009.00 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 1 , 9 9 0 2 , 0 0 0 2 , 0 1 0 2 , 0 2 0 2 , 0 3 0 2 , 0 4 0 2 , 0 5 0 2 , 0 6 0 EL. = 2025.20’BEGIN GRADE -L- STA. 11+05.00 E L . = 2 0 4 1 . 8 9 ’ E N D G R A D E - L - S T A . 1 5 + 6 5 . 0 0 8 " S P I K E S E T I N B A S E O F 1 8 " D O U B L E W H I T E O A K T R E E L S T A T I O N 1 6 + 5 3 . 0 0 4 0 ’ R T . N 5 9 5 4 9 1 E 1 0 0 1 3 7 1 B M 6 E L E V A T I O N = 2 0 4 3 . 6 1 PI = 11+55.00 EL = 2,022.54’(-)5 .3 2 0 0 %(-)0 .3 4 8 5 %PI = 1 3 + 9 6 . 0 0 EL = 2 , 0 2 1 . 7 0 ’ (-)0 .3 4 8 5 %(+)1 3 .7 9 8 4 % VC = 1 5 0 ’ (+)1 3 .7 9 8 4 % ( + ) 6 . 8 4 4 4 % K = 1 1 ( D S > 1 5 M P H ) K = 10 (DS = 15 MPH)8" SPIKE SET IN BASE OF 30" WHITE OAK TREE L STATION 11+10.00 60’ RT.N 595859 E 1001030 BM4 ELEVATION = 2012.18 8 " S P I K E S E T I N B A S E O F 1 0 " W I L D C H E R R Y T R E E L S T A T I O N 1 2 + 6 6 . 0 0 2 5 1 ’ R T . N 5 9 5 6 0 0 E 1 0 0 0 9 7 2 B M 5 E L E V A T I O N = 1 9 8 7 . 6 1 8" SPIKE SET IN POW E R P O L E N E A R E X I S T I N G B R I D G E L STATION 13+28.0 0 5 9 ’ R T . N 595691 E 10011 4 8 BM2 ELEVATION = 2 0 2 1 . 9 0 STA. 12+71.5 -L-45’ SINGLE SPAN; 18" CORED SLAB GRADE PT. ELEV.- 2022.13’SKEW- 80 L C 25 YR WSEL 2020.5’NORMAL POOL 2018.3’ ON THIS STRUCTURE NOTE: NO DECK DRAINS REQUIRED WS 2009.0’ 5/8/11 1 0 0 Y R W S E L 2 0 2 0 . 9 ’ 5 /1 4 /9 9 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 - 3 3 4 6 0 1 -M A R -2 0 1 3 0 9 :2 0 R :\R o a d w a y \P r o j \b 3 3 4 6 _r d y _p f l .d g n $$$$U S E R N A M E $$$$