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HomeMy WebLinkAbout20130918 Ver 4_Application_20141124S I T E 1 1 W E T L A N D D E N O T E S F I L L I N F F S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ S I T E 1 1 A M ATCHLINE -L- STA. 119+00.00 SEE SHEET 9 M ATCHLINE -L- STA. 132+00.00 SEE SHEET 11 S E E S H E E T 4 4 F O R - L - P R O F I L E S E E S H E E T 6 1 F O R - Y 7 - P R O F I L E S E E S H E E T 2 - P F O R B R I D G E S K E T C H N O T E : S E E C R O S S - S E C T I O N S A N D R O A D W A Y S T A N D A R D D R A W I N G S , S T D . N O . 8 6 5 . 0 1 , S H E E T 2 F O R S P E C I A L M E D I A N G R A D I N G . 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 . 5/14/99 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 . 1 0 U - 2 5 2 5 B REVISIONS N O T E : S F C B - " S I N G L E F A C E D C O N C R E T E B A R R I E R " WESTERN PROPERTY LINE ON PARCEL 29B (NCDOT).(NC PRISON DEPT.), 29 (JAMES L. GOODWIN), AND 29A (NCDOT FORMERLY BETTY JEAN GOODWIN). REVISED THE LOCATION OF THE R/W AND C/A TO THEREVISED THE NORTHERN PROPERTY LINE ON PARCEL 27 (CITY OF GREENSBORO) AND THE ADJOINING SOUTHERN PROPERTY LINES ON PARCELS 26PARCEL 29B TO R/W. DELETED PARCEL 28 (DUKE POWER COMPANY) DUE TO PROPERTY LINE DELINEATION CHANGING TO EASEMENT.29B (NCDOT), AND PARCEL 29C (MICHAEL A. FOWLER). CHANGED THE NORTHERN PROPERTY LINE ON PARCEL 29A AND THE SOUTHERN PROPERTY LINE ON03-19-13 R/W REVISION (DWG) - PARCEL 29 (JAMES L. GOODWIN) WAS SUBDIVIDED, ADDING PARCEL 29A (NCDOT FORMERLY BETTY JEAN GOODWIN), PARCEL9-25-13 R/W REVISION (DWG) - ADDED A SECOND CLAIM OF TCE ON PARCEL 29Z (MICHAEL A. FOWLER) FOR THE ADDITION OF GUARDRAIL AND SHOULDER WIDENING ALONG -Y7- (CAMP BURTON ROAD). S E E S H E E T S S - 1 1 0 T H R U S - 1 7 2 F O R S T R U C T U R E P L A N S 2 G I F S FS 2 G I 2 G I 15" CSP 2 G I 2 G I 2GI FS 2GI 15" CSP 15" CSP 2 G I 2 G I ( 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 G r a d e D i t c h D E T A I L D 1 ’ 5 ’ 1 . 5 ’ T y p e o f L i n e r = C L A S S " B " R i p - R a p S E E D E T A I L " C " S E E D E T A I L " F " L A T E R A L 2 ’ B A S E D I T C H L A T E R A L 2 ’ B A S E D I T C H 3:1 ( N o t t o S c a l e ) D E T A I L F S l o p e F i l l b 1 " / F t . 3:1 D B S t d . N o . 8 7 6 . 0 1 * W h e n B i s > 6 . 0 ’ N a t u r a l G r o u n d T y p e o f L i n e r = G R A S S b = 5 . 0 F t . B = 2 . 0 F t . M i n . D = 1 . 0 F t . S E E D E T A I L " F F " M e d i a n D i t c h ( N o t t o S c a l e ) F A L S E S U M P S S = D i t c h S l o p e e t c . G I L 2 ’ DD D i t c h G r a d e L D i t c h G r a d e 2 0 ’ 3 0 ’ 9 " DD D D D 2 0 ’ L ( S e e C h a r t B e l o w ) L4 0 ’ 5 0 ’ 0 . 0 % T o 2 . 0 % O v e r 2 . 0 % T o 4 . 0 % O v e r 4 . 0 % T o 6 . 0 % O v e r 6 . 0 % C P r o p o s e d D i t c h @ STA. 119+98 -L- (RT) L A T E R A L 2 ’ B A S E D I T C H N a t u r a l G r o u n d 3:1 3:1 b F i l l S l o p e d D B ( N o t t o S c a l e ) F a b r i c F i l t e r 1 " / F t . 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 F R O M S T A . 1 2 9 + 7 8 T O S T A . 1 3 0 + 6 5 - L - ( R T ) L A T E R A L 2 ’ B A S E D I T C H D E T A I L F F b = 5 . 0 F t . B = 2 . 0 F t . M a x . d = 1 . 0 F t . M i n . D = 1 . 5 F t . A T S T A . 1 2 8 + 9 7 - L - ( L T ) E s t . Q t y . 1 1 T o n s A T S T A . 1 2 9 + 7 8 - L - ( R T ) E s t . Q t y . 1 1 T o n s D E T A I L P 20:1Traffic FlowOutside DitchS=Ditch Slope SC Proposed Ditch 10:1 0.5’ Min.GIetc.L 2’1.0’ Max.( Not to Scale)FALSE SUMP DETAIL R C L A S S " B " R I P R A P T O E P R O T E C T I O N W / E L B O W S R O D A N D L U G W / ELBO W S RO D AN D LU G 1 2 7 + 9 5 - L - ( L T . ) B E G I N S B G @ C L A S S " B " S E E D E T A I L " D " W / E L B O W S R O D A N D L U G S T A . 1 2 5 + 4 5 - L - ( R T . ) B E G I N S B G @ S E E D E T A I L " D " C L A S S " B " @ S T A . 1 1 9 + 9 8 - L - ( M E D ) @ S T A . 1 3 0 + 4 8 - L - ( M E D ) B E G I N A P P . S L A B - L - ( L T . ) E N D S B G @ B E G I N A P P . S L A B - L - ( R T . ) E N D S B G @ E N D A P P . S L A B - L - ( L T . ) B E G I N S B G @ E N D A P P . S L A B - L - ( R T . ) B E G I N S B G @ 15" RCP-III 15 " R C P - IV 15" RC P - IV 15 " R C P - IV 15" RCP-IV 15" F i l l S l o p e ( N o t t o S c a l e ) T O E P R O T E C T I O N d F a b r i c F i l t e r F L A T T E R 2:1 O R G r o u n d N a t u r a l D E T A I L C d = 1 . 0 F t . T y p e o f L i n e r = C L A S S " B " R i p - R a p F R O M S T A . 1 2 5 + 0 0 T O S T A . 1 2 8 + 2 5 - L - ( R T ) 2 1 7 S Q Y D S G E O T E X T I L E E S T . 9 8 T O N S D D E = 8 7 C Y F R O M S T A . 1 2 7 + 5 0 T O S T A . 1 2 8 + 9 7 - L - ( L T ) D D E = 7 4 C Y E S T . 3 4 T O N S E S T . 7 2 S Q Y D S G E O T E X T I L E E S T . 7 S Y G E O T E X T I L E E S T . 2 T O N S W / G E O T E X T I L E C L A S S " B " R I P R A P E S T . 7 S Y G E O T E X T I L E E S T . 2 T O N S W / G E O T E X T I L E C L A S S " B " R I P R A P E S T . 5 S Y G E O T E X T I L E E S T . 1 T O N W / G E O T E X T I L E C L A S S " B " R I P R A P 6 0 " C M P 300’ PRO P. R/W 27 2 7 2 9 27 2 6 2 9 A 2 9 B 2 9 A 28 2 9 Z 2 9 T T X X X 6 0 " C MP 10 8 " CHL & 1 S RW 108" CHL & 1SRW P 3 5 6 P 3 5 7 10 8 " C H L z z z SR 2825 CAMP BURTON RD 21’ BST M TL M T L OT O O O X O O O O O YYY Y Y YYYYY YYYYYYYYY YY Y Y Y YYY Ov v Y YYY Y Y Y YYY Y Y X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X XX X X X X X XCCCCCCCCCCCCCC CC CC CC CC CC C F CF FF FF FF FF FF FF FF FF CC F F F F F F F F F F SE = NC -L-PI Sta 130+34.85DL = 964.43’T = 482.29’R = 23,000.00’ - Y 7 - P O T S t a . 1 0 + 0 0 . 0 0 120+00 1 2 5 + 0 0 1 3 0 + 0 0 - L - P O C S T A . 1 2 9 + 3 7 . 5 6 = - L - - L - P C S t a . 1 2 5 + 5 2 . 5 7 -Y 7 - N A D 83/ 95 10 15 - Y 7 - P O T S T A . 1 3 + 2 3 . 2 3 - Y 7 - P O T S t a . 1 5 + 2 5 . 5 8 DUKE POWER COMPAN Y EX IST ING R /W EX IST ING R /W 6 0 ’ R /W C i t y O f G r e e n s b o r o N C P R IS O N D E P T . City Of Greensbor o 15 0 ’ D U K E P O WE R E A S E M E N T E I P E I P City Of Greensboro E I P 1 5 0 ’ D U K E P O W E R E A S E M E N T N 8 8 37’07" W 612.98’ S 110 7 ’3 7 " E 4 8 8 .4 1’ S 8 830 ’ 47 " W 36 3. 64’ S 88 3 0’ 47 " W 581. 34’ S 110 7 ’3 7 " E 7 2 0 .6 9 ’ N 3211’38" W 6.73’ S 3 1 4 1 ’ 1 6 " E R 2 3 1 7 5 ’ L 4 0 9 . 3 1 ’ C H 4 0 9 . 3 0 ’ N C D O T F O R M E R L Y B E T T Y J E A N G O O D WIN N C D O T F O R M E R L Y B E T T Y J E A N G O O D W I N N C D O T M I C H A E L A . F O W L E R M IC H A E L A . F O WL E R S F F F F S S Re v i s e d 1 1 / 2 0 / 2 0 1 4 S I T E 1 1 W E T L A N D D E N O T E S F I L L I N F F S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N G R A P H I C S C A L E 0 ’ 1 0 0 ’ 1 0 0 ’ S I T E 1 1 A M ATCHLINE -L- STA. 119+00.00 SEE SHEET 9 M ATCHLINE -L- STA. 132+00.00 SEE SHEET 11 S E E S H E E T 4 4 F O R - L - P R O F I L E S E E S H E E T 6 1 F O R - Y 7 - P R O F I L E S E E S H E E T 2 - P F O R B R I D G E S K E T C H N O T E : S E E C R O S S - S E C T I O N S A N D R O A D W A Y S T A N D A R D D R A W I N G S , S T D . N O . 8 6 5 . 0 1 , S H E E T 2 F O R S P E C I A L M E D I A N G R A D I N G . 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 . 5/14/99 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 . 1 0 U - 2 5 2 5 B REVISIONS N O T E : S F C B - " S I N G L E F A C E D C O N C R E T E B A R R I E R " WESTERN PROPERTY LINE ON PARCEL 29B (NCDOT).(NC PRISON DEPT.), 29 (JAMES L. GOODWIN), AND 29A (NCDOT FORMERLY BETTY JEAN GOODWIN). REVISED THE LOCATION OF THE R/W AND C/A TO THEREVISED THE NORTHERN PROPERTY LINE ON PARCEL 27 (CITY OF GREENSBORO) AND THE ADJOINING SOUTHERN PROPERTY LINES ON PARCELS 26PARCEL 29B TO R/W. DELETED PARCEL 28 (DUKE POWER COMPANY) DUE TO PROPERTY LINE DELINEATION CHANGING TO EASEMENT.29B (NCDOT), AND PARCEL 29C (MICHAEL A. FOWLER). CHANGED THE NORTHERN PROPERTY LINE ON PARCEL 29A AND THE SOUTHERN PROPERTY LINE ON03-19-13 R/W REVISION (DWG) - PARCEL 29 (JAMES L. GOODWIN) WAS SUBDIVIDED, ADDING PARCEL 29A (NCDOT FORMERLY BETTY JEAN GOODWIN), PARCEL9-25-13 R/W REVISION (DWG) - ADDED A SECOND CLAIM OF TCE ON PARCEL 29Z (MICHAEL A. FOWLER) FOR THE ADDITION OF GUARDRAIL AND SHOULDER WIDENING ALONG -Y7- (CAMP BURTON ROAD). S E E S H E E T S S - 1 1 0 T H R U S - 1 7 2 F O R S T R U C T U R E P L A N S 2 G I F S FS 2 G I 2 G I 15" CSP 2 G I 2 G I 2GI FS 2GI 15" CSP 15" CSP 2 G I 2 G I ( 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 G r a d e D i t c h D E T A I L D 1 ’ 5 ’ 1 . 5 ’ T y p e o f L i n e r = C L A S S " B " R i p - R a p S E E D E T A I L " C " S E E D E T A I L " F " L A T E R A L 2 ’ B A S E D I T C H L A T E R A L 2 ’ B A S E D I T C H 3:1 ( N o t t o S c a l e ) D E T A I L F S l o p e F i l l b 1 " / F t . 3:1 D B S t d . N o . 8 7 6 . 0 1 * W h e n B i s > 6 . 0 ’ N a t u r a l G r o u n d T y p e o f L i n e r = G R A S S b = 5 . 0 F t . B = 2 . 0 F t . M i n . D = 1 . 0 F t . S E E D E T A I L " F F " M e d i a n D i t c h ( N o t t o S c a l e ) F A L S E S U M P S S = D i t c h S l o p e e t c . G I L 2 ’ DD D i t c h G r a d e L D i t c h G r a d e 2 0 ’ 3 0 ’ 9 " DD D D D 2 0 ’ L ( S e e C h a r t B e l o w ) L4 0 ’ 5 0 ’ 0 . 0 % T o 2 . 0 % O v e r 2 . 0 % T o 4 . 0 % O v e r 4 . 0 % T o 6 . 0 % O v e r 6 . 0 % C P r o p o s e d D i t c h @ STA. 119+98 -L- (RT) L A T E R A L 2 ’ B A S E D I T C H N a t u r a l G r o u n d 3:1 3:1 b F i l l S l o p e d D B ( N o t t o S c a l e ) F a b r i c F i l t e r 1 " / F t . 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 F R O M S T A . 1 2 9 + 7 8 T O S T A . 1 3 0 + 6 5 - L - ( R T ) L A T E R A L 2 ’ B A S E D I T C H D E T A I L F F b = 5 . 0 F t . B = 2 . 0 F t . M a x . d = 1 . 0 F t . M i n . D = 1 . 5 F t . A T S T A . 1 2 8 + 9 7 - L - ( L T ) E s t . Q t y . 1 1 T o n s A T S T A . 1 2 9 + 7 8 - L - ( R T ) E s t . Q t y . 1 1 T o n s D E T A I L P 20:1Traffic FlowOutside DitchS=Ditch Slope SC Proposed Ditch 10:1 0.5’ Min.GIetc.L 2’1.0’ Max.( Not to Scale)FALSE SUMP DETAIL R C L A S S " B " R I P R A P T O E P R O T E C T I O N W / E L B O W S R O D A N D L U G W / ELBO W S RO D AN D LU G 1 2 7 + 9 5 - L - ( L T . ) B E G I N S B G @ C L A S S " B " S E E D E T A I L " D " W / E L B O W S R O D A N D L U G S T A . 1 2 5 + 4 5 - L - ( R T . ) B E G I N S B G @ S E E D E T A I L " D " C L A S S " B " @ S T A . 1 1 9 + 9 8 - L - ( M E D ) @ S T A . 1 3 0 + 4 8 - L - ( M E D ) B E G I N A P P . S L A B - L - ( L T . ) E N D S B G @ B E G I N A P P . S L A B - L - ( R T . ) E N D S B G @ E N D A P P . S L A B - L - ( L T . ) B E G I N S B G @ E N D A P P . S L A B - L - ( R T . ) B E G I N S B G @ 15" RCP-III 15 " R C P - IV 15" RC P - IV 15 " R C P - IV 15" RCP-IV 15" F i l l S l o p e ( N o t t o S c a l e ) T O E P R O T E C T I O N d F a b r i c F i l t e r F L A T T E R 2:1 O R G r o u n d N a t u r a l D E T A I L C d = 1 . 0 F t . T y p e o f L i n e r = C L A S S " B " R i p - R a p F R O M S T A . 1 2 5 + 0 0 T O S T A . 1 2 8 + 2 5 - L - ( R T ) 2 1 7 S Q Y D S G E O T E X T I L E E S T . 9 8 T O N S D D E = 8 7 C Y F R O M S T A . 1 2 7 + 5 0 T O S T A . 1 2 8 + 9 7 - L - ( L T ) D D E = 7 4 C Y E S T . 3 4 T O N S E S T . 7 2 S Q Y D S G E O T E X T I L E E S T . 7 S Y G E O T E X T I L E E S T . 2 T O N S W / G E O T E X T I L E C L A S S " B " R I P R A P E S T . 7 S Y G E O T E X T I L E E S T . 2 T O N S W / G E O T E X T I L E C L A S S " B " R I P R A P E S T . 5 S Y G E O T E X T I L E E S T . 1 T O N W / G E O T E X T I L E C L A S S " B " R I P R A P 6 0 " C M P 300’ PRO P. R/W 27 2 7 2 9 27 2 6 2 9 A 2 9 B 2 9 A 28 2 9 Z 2 9 T T X X X 6 0 " C MP 10 8 " CHL & 1 S RW 108" CHL & 1SRW P 3 5 6 P 3 5 7 10 8 " C H L z z z SR 2825 CAMP BURTON RD 21’ BST M TL M T L OT O O O X O O O O O YYY Y Y YYYYY YYYYYYYYY YY Y Y Y YYY Ov v Y YYY Y Y Y YYY Y Y X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X XX X X X X X XCCCCCCCCCCCCCC CC CC CC CC CC C F CF FF FF FF FF FF FF FF FF CC F F F F F F F F F F SE = NC -L-PI Sta 130+34.85DL = 964.43’T = 482.29’R = 23,000.00’ - Y 7 - P O T S t a . 1 0 + 0 0 . 0 0 120+00 1 2 5 + 0 0 1 3 0 + 0 0 - L - P O C S T A . 1 2 9 + 3 7 . 5 6 = - L - - L - P C S t a . 1 2 5 + 5 2 . 5 7 -Y 7 - N A D 83/ 95 10 15 - Y 7 - P O T S T A . 1 3 + 2 3 . 2 3 - Y 7 - P O T S t a . 1 5 + 2 5 . 5 8 DUKE POWER COMPAN Y EX IST ING R /W EX IST ING R /W 6 0 ’ R /W C i t y O f G r e e n s b o r o N C P R IS O N D E P T . City Of Greensbor o 15 0 ’ D U K E P O WE R E A S E M E N T E I P E I P City Of Greensboro E I P 1 5 0 ’ D U K E P O W E R E A S E M E N T N 8 8 37’07" W 612.98’ S 110 7 ’3 7 " E 4 8 8 .4 1’ S 8 830 ’ 47 " W 36 3. 64’ S 88 3 0’ 47 " W 581. 34’ S 110 7 ’3 7 " E 7 2 0 .6 9 ’ N 3211’38" W 6.73’ S 3 1 4 1 ’ 1 6 " E R 2 3 1 7 5 ’ L 4 0 9 . 3 1 ’ C H 4 0 9 . 3 0 ’ N C D O T F O R M E R L Y B E T T Y J E A N G O O D WIN N C D O T F O R M E R L Y B E T T Y J E A N G O O D W I N N C D O T M I C H A E L A . F O W L E R M IC H A E L A . F O WL E R S F F F F 6 8 8 689 689 6 9 0 6 9 0 6 9 0 69 0 691 69 1 691 691 6 9 2 692 693 693 69 3 694 6 94 694 6 9 5 695 695 695 695 695 6 9 5 696 696 696 69 6 6 9 7 697 697 697 698 698 698 699 699 699 6 9 9 7 0 0 70 0 700 700 700 700 700 700 7 0 0 70 0 70 1 701 701 7 0 1 7 0 1 701 702 702 702 702 7 0 2 70 2 70 3 703 703 703 7 0 3 70 3 70 3 7 0 3 704 704 704 704 704 704 7 0 4 7 0 4 7 0 5 705 705 705 7 0 5 705 705 705 705 705 70 5 705 705 7057 0 5 705 70 5 70 5 7 0 5 70 5 7 0 6 706 706 706 706 706 706 7 0 6 706 7 0 6 706 7 0 6 7 0 7 707 707 707 707 707 707 707 707 70 7 707 707 70 7 708 7 08 708 708 708 7 0 8 708 708 708708708 708 7087 0 8 708 7 0 9 70 9 7 0 9 70 9 709 709 709 709 709 709 709 709 709 710 710 710 710 710 710 710 710 710 710 710 7 10 710 710 710 710 7 1 0 71 0 710 710 710 710 711 711 711 711 7 11 711 711 711 7 1 1 711 711 7 11 71 1 7 1 2 7 1 2 712 712 712 712 7 1 2 7 1 2 712 712 712 713 7 13 713 713 713 713 713 713 7 1 3 713 7 1 3 713 714 714 714 714 714 714 7 1 4 7 1 4 714 7 1 4 714 714 714 715 715 715 715 715 715 715 7 15 715 715 715 7 15 7 1 5 7 15 71 5 7 1 5 715 715 715 7 15 71 5 715 715 715 7 1 5 716 716 716 7 16 716 716 716 716 7 1 6 716 716 716 716 7 1 6 717 717 717 7 1 7 717 717 717 7 1 7 7 1 7 717 7 17 717 717 718 718 718 7 18 718 718 7 1 8 718 7 1 8 718 7 18 7 1 8 718 718 7 1 9 719 719 719 71 9 719 7 19 7 1 9 7197 1 9 7 1 9 719 719 720 720720 720 7 20 720 7 2 0 720 720 720 720 7 2 0 720 7 2 0 7 2 0 7 2 0 7 2 0 720 720 720 7 2 0 7 20 720 720 720 720 720 72 1 721721 721 7 21 7 2 1 721 7 2 1 7 2 1 721 721 72 1 721 721 722 722 722 722 722 72 2 7 2 2 7 2 2 722 722 72 2 722 722 723 723 723 723 723 723 7 2 3 7 2 3 7 2 3 723 7 2 3 723 723 724 724 724 724 724 72 4 724 7 2 4 724 7 2 4 72 4 724 724 7 2 5 725 725 7 2 5 725 72 5 725 72 5 725 725 72 5 7 2 5 725 7 2 5 7 2 5 725 7 2 5 725 7 2 5 725 725 725 725 725 725 726 726 726 726 726 726 7 2 6 7 2 6 72 6 72 6 726 726 726 727 727 727 727 727 7 27 72 7 7 2 7 727 7 27 727 727 727 727 728 728 728 728 728 7 2 8 7 2 8 72 8 728 728 7 2 8 728 728 728 7 2 8 729 729 729 729 729 729 7 2 9 729 7 2 9 729 729 72 9 729 729 730730730730730730 7 3 0 73 0 730 730 730 730 730 73 0 7 3 0 730 7307 3 0 730 730 730 730 73 0730 730 730 731731731 7 3 1 731 731 731 731 731 7 3 1 7 3 1 731 7 3 1 731 732732732 732 7 3 2 732 732 732 732 73 2 7 3 2 732 7 3 3 733733 733 7 3 3 733 733 733 7 3 3 733 73 3 7 3 4 734734734 734 734 734 734 734 73 4 734 734 7 3 5 735735735735735 735 735 7 3 5 735 735 735 735 735 7 3 5 735 735 735 735 735 73 5 735 736736736 736 736 736 736 736 73 6 7 3 6 7 3 6 737737737 73 7 737 737 737737 738 738 738 73 8 738738738 739 739 7 3 9 740740740740740740 74 0 7 4 0 74 1 741 741 742 742742742743743743 744744744744744745745745745745745745745 746746746746747747747747748748749750751 S S Re v i s e d 11 / 2 0 / 2 0 1 4 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 8A 33+23 -EY4-<0.01 9 95+78 -L- (LT) TO 15" RCP 2.01 0.15 0.03 <0.01 462 10 102+77 -L-(RT) 9A 101+78 -L- (LT) TO 42" RCP <0.01 84 102+19 -L-(LT) 10 113+64 -L- (LT) TO 2 @ 7' X 8' RCBC <0.01 0.03 <0.01 212 29 117+08 -L-(RT) Bank Stabilization 97 10A 114+23 -L- (RT) TO 0.02 0.02 115+15 -L-(RT) 10B 115+19 -L- (LT) TO 0.03 <0.01 <0.01 116+17 -L-(RT) 10C 116+15 -L- (LT) TO 0.25 0.04 117+08 -L-(RT) 11 123+22 -L- (LT) TO 0.33 127+94 -L-(RT) Bank Stabilization 1.70 18 11A 13+02 -Y7- (RT) TO CL II BENT PROTECTION <0.01 13+93 -Y7- (RT) SUBTOTALS:2.65 0.05 0.17 1.76 <0.01 18 0 PERMIT DRAWINGS SHEET 89 OF 93 NOTE: Rounded totals are based upon sum of actual impacts. REVISED 11/20/2014 SITE 11A CL II BENT PROTECTION ATN Revised 3/31/05 SHEET 4/8/2013 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS GUILFORD COUNTY WBS - 34821.1.1 (U-2525B) Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 35 48+53 -Y23-36" RCP <0.01 <0.01 120 17 Bank Stabilization 10 36 18+48 -Y21A-54" RCP <0.01 <0.01 <0.01 101 21 Bank Stabilization 10 THIS SHEET SUBTOTALS:<0.01 <0.01 <0.01 241 38 SUBTOTALS OF ALL OTHER:6.86 0.00 0.31 0.38 0.03 1.70 0.09 10125 590 2055 TOTALS:6.86 0.00 0.31 0.38 0.03 1.72 0.10 10366 628 2055 PERMIT DRAWINGS SHEET 93 OF 93 NOTE: Rounded totals are based upon sum of actual impacts. Revised 10/01/2014 Revised 11/20/2014 - CL II BENT PROTECTION ATN Revised 3/31/05 SHEET 4/8/2013 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS GUILFORD COUNTY WBS - 34821.1.1 (U-2525B)