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Home My WebLink About20130718 Ver 2_Application_20130916TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN CLEARING DENOTES MECHANIZED** * * *** ** * * SITE 1 SITE 2 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’100’100’ * R: \ H yd r a u li c s \ P e r m it s _ En v ir o n m e n t a l\ D r a w in g s ld c la w s o n 4 /2 /2 0 1 3 S TS TS * S S SEE DETAIL A 2.0 BASE DITCH 15 " SEE DETAIL B TB 2GI ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FROM -L- 15+05 RT TO 16+50 RT DETAIL A b=2.0 Ft. B=2.0 Ft. Max. d=2.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= B Rip-Rap Ground Natural Fabric Filter Slope Fill ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- 15+05 RT DETAIL B 4.0’ Geotextile=3.0 sy Type of Liner=9.0 TONS,CL II Rip-Rap 1.0’ Grade Ditch 2.0’ Fabric Filter 15 " TB 2GI v #215 H T R H T R G GR GR S DK WD CONC 12" RCP 12" RCP 12" RCP 15" RCP S 18 " R C P CONC G R 10 0 . 0 0 ’ 3 0 " R C P PDE 3 CEM INV=536.62’ INV=535.31’ WOOD WWs 6 0 . 0 0 ’ SR 1542 RIDGE RD 25’ BST SR 1542 RIDGE ROAD 24’ BST SOIL & GRAVEL 6 0 . 0 0 ’ MOU N TA IN CR EE K M OUNTAIN CREEK 15 1 0 GRAU 350GRAU 350 GRAU 350GRAU 350 TYPE III TYPE III TYPE IIITYPE III NAD 83/ 95 SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP -L- RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5137 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS F D P S 4 ’ F D P S 4 ’ 12 ’ 12 ’ F D P S F D P S TYPE III TYPE III TYPE IIITYPE III 12 ’ 12 ’ 4 ’ 4 ’ 2 4 ’ GUTTER SHOULDER BERM GUTTER SHOULDER BERM 4 ’- 9 " 4 ’- 9 " R / W R e v .: C o r r e c t e d o f f s e t d i s t a n c e f o r p r o p o s e d R / W Lt . a n d R t . o f S t a . 17 + 0 0 .0 0 - L - . WT B 11 / 2 9 / 12 3 3 ’- 6 " F F F F F F F F F F F F F F F F F F F Revised 8/22/13 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN CLEARING DENOTES MECHANIZED** * * *** ** * * SITE 1 SITE 2 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’100’100’ * R: \ H yd r a u li c s \ P e r m it s _ En v ir o n m e n t a l\ D r a w in g s ld c la w s o n 4 /2 /2 0 1 3 S TS TS * S S 532 5 32 5 3 2 5 3 2 533 533 533 5 3 3 533 533 53 4 53 4 534 534 534 534 53 4 534 534 5 3 4 5 3 4 5 3 4 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 535 535 5 3 5 535 535 535 535 5 3 5535 535 5 3 5 535 535 5 3 5 535 535 535 535 53 5 535 535 53 5 535 5 3 5 53 6 53 6 536 5 3 6 5 3 6 536 536 5 3 6 536 5 3 6 5 3 6 536 536 536 536 53 6 536 536 53 6 536 5 3 6 5 3 6 5 3 6 5 3 6 5 3 7 537 537 537 537 537 537 5 37 537 537 537 537 537 5 3 7 537 537 537 5 3 7 537 537 537 537 537 53 7 537 5 3 7 5 3 7 537 537 53 7 537 537 537 537 537 537 5 3 7 537 537 5 3 7 5 3 7 5 3 7 537 5 3 7 537 53 7 5 3 7 538 538 538 5 3 8 538 5 38 538 5 3 8 538 53 8 538 538 538 5385 3 8 538 538 53 8 538 5 3 8 5 3 8 5 3 8 538 5 3 8 53 8 5 3 8 538 538 538 538 5 3 8 538 5 3 8 5 3 8 5 3 8 538 538 538 53 8 5 3 8 538 538 538 5 3 8 5 3 8 53 8 538 5 3 8 5 3 8 53 9 539 5 3 9 539 539 53 9 539 539 5 3 9 539 539 539 539 539 539 539 5 3 9 539 539 5 39 539 539 5 39 539 5 3 9 539 539 5 39 5 3 9 539 5 3 9 5 4 0 5 4 0 540 540 540 540 540 54 0 540 540 540 540 540 540 5 4 0 5 4 0540 54 0 540 5 4 0 5 4 0 540 540 540 540 540 540 540 540 540 540 540 540 540 540 540 5 4 0 540 5 4 0 54 0 540 54 0 540 540 540 5 4 0 540 540 5 4 1 541 5 4 1 541 541 541 54 1 541 54 1 5 4 1 541 541 541 54 1 541 541 541 5 4 1 541 5 4 1 5 4 1 541 541 541 541 54 1 542 542 542 542 542 542 542 5 4 2 542 54 2 542 542 542 542 542 542 542 542 54 3 543 5 4 3 543 54 3 543 5 4 3 543 5 4 3 543 543 543 543 543 543 543 543 54 3 544 54 4 544 544 544 544 54 4 544 544 544 5 4 4 544 544 544 544 5 44 5 4 4 54 5 54 5 5 4 5 545 545 545 545 545 545 545 54554 5 5 45 5 4 5 545 545 5 4 5 54 5 545 545 54 5 54 5 545 5 4 5 545 545 545 545 5 45 545 54 6 546 546 546 546 5 46 546 546 546 5 46 54 6 546 546 546 546 546 546 5 4 6 547 547 547 547 547 547 547 547 54 7 547 54 7 54 7 547 547 547 54 7 547 547 547 5 4 7 5 48 548 548 54 8 5 48 548 54 8 5 4 8 548 54 8 5 48 548 548 548 548 548 548 548 5 4 8 548 549 549 549 54 9 549 5 4 9 549 549 549 5 4 9 5 4 9 549 54 9 549 549 549 549 54 9 549 550 550 550 550 550 550 550 55 0 550 550 550 55 0 550 550 55 0 550 550 550 550 550 550 550 5 5 0 5 5 0 550 5 5 0 550 550 550 550 550 55 0 550 550 55 0 550 550 550 550 550 5 5 0 550 5 5 0 55 0 55 1 5 5 1 551 551 551 551 5 5 1 551 5 5 1 55 1 5515 5 1 551 551 55 1 551 551 5 5 1 551 551 551 55 1 551 5 5 1 5 5 2 552 55 2 552 552 55 2 552 552 5 5 2 552 5 5 2 55 2 55 2 55 2 552 552 552 552 5 5 2 5 5 2 552 552 552 553 553 55 3 553 553 5 5 3 553 5 5 3 553 55 3 5 5 3 55 3 553 553 553 553 553 55 3 553 553 554 554 554 5 54 554 554 554 5 5 4 5 5 4 554 554 5 5 4 554 5 5 4 554 55 4 554 554 554 554 5 5 4 555 555 5 5 5 5 5 5 5 5 5 5 5 5 555 555 555 555 55 5 555 555 555 555 5 5 5 5 5 5 5 5 5 555 555 555555 555 555 555 555 555 55 5 555 555 555 55 5 555 55 5 55 5 555 5 55 5 5 5 555 555 555 556 55 6 556 5 5 6 556 556 556 556 556 556 556 55 6 55 6 556 556 556 556 556 5 5 6 556 5 5 6 5 57 55 7 557 557 557 557 557 557 55 7 557 557 557557 557 5 57 5 5 7 5 5 7 557 55 8 55 8 558 5 58 558 558 558 558 558 558 5 5 8 55 8 5 5 8 55 8 5 5 8 558 558 558 55 9 559 5 5 9 5 5 9 559 559 55 9 5 5 9 55 9 559 559 559 5 5 9 559 5 59 5 5 9 559 559 5 5 9 5 5 9 5 6 0 5 6 0 5 6 0 5 6 0 5 6 0 560 560 560 56 0 560 560 56 0 5 6 0 5 6 0 56 0 5 6 0 560 560 56 0 560 560 560 560 560 560 5 6 1 56 1 56 1 561 56 1 561 561 561 561 561 5 62 5 62 56 2 562 562 562 562 5 6 2 562 562 56 2 563 5 6 3 5 6 3 56 3 563 563 56 3 5 6 3 563 563 56 3 56 4 564 564 564 564 564 564 56 5 5 6 5 56 5 5 6 5 565 565 565 565 565 565 5 6 5 5 65 56 6 5 6 6 566 566 566 56 6 5 6 7 5 67 567 56 7 567 5 6 7 568 568 5 68 5 6 8 56 8 568 56 9 56 9 56 9 5 6 9 569570 570 5705 70 5 7 0 57 0 5 7 0 57 0 57 0 5 7 0 5 7 0 571 57 1 5 7 1 571 571 5 72 57 2 572 572 5 73 57 3 573 573 574 57 4 574 574 57 5 575 5 7 5 5 75 5 7 5 575 57 5 575 575 575 57 6 576 576 576 577 5 7 7 5 7 7 5 7 7 57 8 5 7 8 5 7 8 57 8 578 57 9 579 579 57 9 5 8 0 58 0 580 5 8 0 5 8 0 5 8 0 580 580 581 5 8 1 5 81 5 8 2 5 8 3 SEE DETAIL A 2.0 BASE DITCH 15 " SEE DETAIL B TB 2GI ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. FROM -L- 15+05 RT TO 16+50 RT DETAIL A b=2.0 Ft. B=2.0 Ft. Max. d=2.0 Ft. Min. D=1.0 Ft. *When B is < 6.0’ Type of Liner= B Rip-Rap Ground Natural Fabric Filter Slope Fill ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- 15+05 RT DETAIL B 4.0’ Geotextile=3.0 sy Type of Liner=9.0 TONS,CL II Rip-Rap 1.0’ Grade Ditch 2.0’ Fabric Filter 15 " TB 2GI v #215 H T R H T R G GR GR S DK WD CONC 12" RCP 12" RCP 12" RCP 15" RCP S 18 " R C P CONC G R 10 0 . 0 0 ’ 3 0 " R C P PDE 3 CEM INV=536.62’ INV=535.31’ WOOD WWs 6 0 . 0 0 ’ SR 1542 RIDGE RD 25’ BST SR 1542 RIDGE ROAD 24’ BST SOIL & GRAVEL 6 0 . 0 0 ’ MOU N TA IN CR EE K M OUNTAIN CREEK 15 1 0 GRAU 350GRAU 350 GRAU 350GRAU 350 TYPE III TYPE III TYPE IIITYPE III NAD 83/ 95 SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP -L- RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5137 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS F D P S 4 ’ F D P S 4 ’ 12 ’ 12 ’ F D P S F D P S TYPE III TYPE III TYPE IIITYPE III 12 ’ 12 ’ 4 ’ 4 ’ 2 4 ’ GUTTER SHOULDER BERM GUTTER SHOULDER BERM 4 ’- 9 " 4 ’- 9 " R / W R e v .: C o r r e c t e d o f f s e t d i s t a n c e f o r p r o p o s e d R / W Lt . a n d R t . o f S t a . 17 + 0 0 .0 0 - L - . WT B 11 / 2 9 / 12 3 3 ’- 6 " F F F F F F F F F F F F F F F F F F F Revised 8/22/13 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’50’50’ R : \ H y d r a u li c s \ P e r m i t s E n v i r o n m e n t a l \ D r a w i n g ld c l a w s o n 4 /2 /2 0 1 3 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * SITE 1 SITE 2 * S TS TS * S S 1 5 " 15 " #215 15" RCP G R 3 0 " R C P 3 CEM WOOD WWs SR 1542 RIDGE ROAD 24’ BST SOIL & GRAVEL 6 0 . 0 0 ’ MOU N TA IN CR EE K 15 GRAU 350GRAU 350 GRAU 350GRAU 350 TYPE III TYPE III TYPE IIITYPE III SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP F F F F F F F F F F F F F F F F F F F Revised 8/22/13 GRADE EL.= 544.53’ 120 SKEW 1 @ 55’, 1 @ 30’ : 21" CORED SLAB STA. 15+11 -L- 1. 5 : 1 1.5 :1 R : \ H y d r a u li c s \ P e r m i t s _ E n v \ D r a w i n g ld c l a w s o n 4 /2 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING GRAPHIC SCALE 0’100’200’100’ 1.5 :1 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 5B-5137 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 10 11 12 13 14 15 16 17 18 19 525 535 545 555 565 PI = 14+50.00 EL = 539.36’ (-)2.3539% (+)4.4779%(+)4.4779% (TYP.) CLASS II RIP RAP +/- 140 cu.yds. OR APPROXIMATE ELEV. 537.5 ABUTMENT EXCAVATION TO NG RT. AND LT +/- 120 cu.yds. ABUTMENT EXCAVATION N.W.S.=535.6’ Revised 8/22/13 Ha n d Ex i s t i n g 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 St 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 ) Si 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 1 3 + 3 0 L t . <. 0 1 2 1 5 + 0 0 R t . B a n k S t a b i l i z a t i o n <. 0 1 < . 0 1 7 8 1 0 TO T A L S : <. 0 1 <. 0 1 < . 0 1 7 8 1 0 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 8/21/2013 WB S - 4 2 2 9 6 . 1 . 1 ( B - 5 1 3 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 SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S COUNTY 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 DI V I S I O N O F H I G H W A Y S Re v i s e d 8 / 2 2 / 1 3