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HomeMy WebLinkAbout20140722 Ver 1_Application_20140710(Version 1.2; Released September 2011) B-5151 (42312.1.1)County(ies):Granville Page 1 of 1 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Supplemental: Primary: Little Grassy Creek Roanoke 23-2-4 lmjohns@ncdot.gov / cjlee@ncdot.gov 10' Travel Lanes, 1' Paved Shoulder, 3' Grass Shoulders. 4:1 Side Slopes 10' Travel Lanes, 3' Grassed Shoulders, 3:1 Side Slopes N/A NCDWQ Stream Index No.: Project/TIP No.: NCDOT Contact: Project No.:B-5151 (42312.1.1) Contractor / Designer: lmjohns@ncdot.gov / cjlee@ncdot.gov General Project Information Address: 4/8/2014 1020 Birch Ridge Dr Raleigh, NC 27610 Raleigh, NC 27610 North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Linda Johns/Craig Lee Bridge Replacement ac. General Project Narrative:The project consists of replacing Bridge# 215 on SR 1432 (Crawford-Currin Road) over Little Grassy Creek. The approach work will consist of raising the existing roadway grade and providing paved and grass shoulders and guardrails.Bridge #215 existing 3 span structure (55.0' total length) will be replaced with a single span (1@85') 33" box beam with 4' caps. Bridge #215 eliminates 1 bent which is in the water and 1 bent on natural ground. Best Mgmt. Practices: -Promotion of sheet flow and infiltration with grassed shoulders except where shoulder berm gutter to 2GI at bridge. -Drainage systems outlet to rip rap pads. Systems in SW and SE quad outlets to proposed ditches. -Elimination of direct runoff from the bridge deck into Little Grassy Creek. -No Deck Drains required on bridge. -Removal of existing road fill under bridges will improve bridge conveyance and reduce velocities in bridge opening. -Rip Rap on embankments to prevent erosion. Typical Cross Section Description: References 87 0.38 Average Daily Traffic (veh/hr/day): ac. Other Stream Classification: Linda Johns/Craig Lee City/Town: 919-707-6728 / 919-707-6708 1020 Birch Ridge Dr Address: Oxford 919-707-6728 / 919-707-6708 Granville No NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Buffer Rules in Effect Project Description Surrounding Land Use: Woods/Fields0.13 125 0.33Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): S I T E 1 W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5151_hyd_tsh_1of7.dgncjlee4/29/2014 S H E E T 1 O F 7 P E R M I T D R A W I N G VICINITY MAP G R A N V I L L E C O U N T Y DHVDTV ======%%MPH ADTADT PROJECTBEGIN000PROFILE (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 . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . 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 : 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 P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) L O C A T I O N : T Y P E O F W O R K : 09/08/99 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 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 CON TRACT:TIP PROJECT: ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA E N D B R I D G E B E G I N B R I D G E LE N G T H R O A D W A Y T I P P R O J E C T B - 5 1 5 1 F E B R U A R Y 1 7 , 2 0 1 5 J E F F R E Y L . T E A G U E , P E T O N Y H O U S E R , P E 10 10603SUBREGIONAL TIER PROJECTEND 4 2 3 1 2 . 1 . 1 B R Z - 1 4 3 2 ( 5 ) B - 5 1 5 1 B-5151 See Sheet 1-B For Conventional SymbolsLE N G T H S T R U C T U R E T I P P R O J E C T B - 5 1 5 1 TO T A L L E N G T H T I P P R O J E C T B - 5 1 5 1 P . E . 5025501005010050102051040 = 0 . 1 3 3 M I L E = 0 . 1 1 6 M I L E TO SR 1430 OFF-SITE DETO U R = 0 . 0 1 7 M I L E L IT T L E GR A S SY CR E E K 4 See Sheet 1-A For Index of SheetsDUAL 2%)%**FUNC. CLASS.=RURAL LOCAL (TTST 1% +125 VPD 87 VPD B R I D G E N O . 2 1 5 O V E R L I T T L E G R A S S Y C R E E K O N S R 1 4 3 2 ( C R A W F O R D C U R R I N R D . ) G R A D I N G , P A V I N G , D R A I N A G E , A N D S T R U C T U R E J A N U A R Y 1 7 , 2 0 1 4 - L - S T A . 1 1 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 5 1 - L - S T A . 1 8 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 5 1 - L- T O S R 1433 E N G I N E E R H Y D R A U L I C S THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. E N G I N E E R R O A D W A Y D E S I G N 20152035 - L - S T A . 1 3 + 7 3 . 2 6 - L - S T A . 1 4 + 6 0 . 7 4 CRA WFORD CURRIN RD. CRA WFO RD CU RRIN RD . LITTLE GRASSY CREEK CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LI 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 . SR 1432 SR 1432 4 2 3 1 2 . 2 . F D 1 B R Z - 1 4 3 2 ( 5 ) R / W & U T I L . RAILW AY S T O V A L L 143214601430143 0 1 5 1 5 14311430152 6 1433 1431 D e x te r R d . P e n n R d . Oxford St. Herm anWilkersonRd.CrawfordCurrinRd.Currin Rd.LittleRd.HartsCrossroads GrassyCreekRd.Mountain RevisRd.OwensSt. 15 1 5 1432Crawford GrassySOUTHERN E P K NSRS 2007 NAD 83/ G R A P H I C S C A L E 0 ’ 5 0 ’ 1 0 0 ’ 5 0 ’ EN G L I S H 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 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S S S I T E 1 R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5151_prm _wet_2of7.dgncjlee4/29/2014 S S S S S S T S T S T S T S S P E R M A N E N T S W I M P A C T S T E M P O R A R Y S W I M P A C T S T O P E L . = 3 4 8 . 0 ’ T E M P . R O C K C A U S E W A Y S H E E T 2 O F 7 P E R M I T D R A W I N G NAD 83/ NSRS 2007 REVISIO NS 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 . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99 B - 5 1 5 1 4 P R O P . P A V E D S H O U L D E R F O R - L - P R O F I L E , S E E S H E E T N O . 5 L ITTLE GRASSY CREEK GRA U 3 5 0 T L - 2 SKETCH SHOWING PAVEMENT/BRIDG E R E L A T I O N S H I P (NOT TO SCALE)BEGIN BRIDGE E N D B R I D G E BEGIN APPROACH SLAB E N D A P P R O A C H S L A B -L- POC STA. 11+00.00 BEGIN TIP PROJECT B-5151 - L - P O T S T A . 1 8 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 5 1 8 : 1 P . S . T R A N S . 8:1 P.S. TRANS.27’-10"4’-7"2’ MIN. TO VAR. 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 S S - 1 T H R U S - ? GRAU 350 TL-2GRAU 350 TL-2 -L- STA. 13+73.26-L- STA. 13+61.02 - L - S T A . 1 4 + 6 0 . 7 4 - L - S T A . 1 4 + 7 2 . 2 5 -L- STA. 13+43.00 BEGIN SBG - L - S T A . 1 4 + 8 6 . 0 0 E N D S B G B R I D G E A P P R O A C H S L A B P A V E M E N T R E M O V A L *LONG CHORD*STRUCTURE DESIGN (SEE STRUC T U R E P L A N S ) . LONG CHORD TO THE CURVE S E T B Y NOTE: THE BRIDGE IS DESIGNE D O N T H E 04 15 + 0 0 T L - 2 G R A U 3 5 0 20’ O T H E R W I S E O N P L A N S A L L D R I V E W A Y R A D I I A R E 1 0 ’ U N L E S S N O T E D 20’ 2 0 ’ ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S E N D B E N T E X C A V A T I O N -L--L-SHOP CURVED TYPE-IIISHOP CURVED TYPE-IIISHOP CURVED TYPE-IIISHOP CURVED TYPE-III5’-10"" TO 21 3’-1VAR. T T 15" R CP 60.00’ 60.00’ PR O PE R T Y LI N E I S C/ L O F C R E E K PROPERTY L INE IS C /L OF CREEK WO O D S W O O D S WOODS WO O D S WO O D S WO O D S 15 " R C P 4’ WD 4’ WD 1 S EL WIRE 1 S E L W I R E 4’ WW 4’ WD & WW 4’ WD & WW 5’ WD & WW 5’ WD & W W MTL G ATE S O IL SOIL15" R CP SOIL S IL T F E N C E 4 ’ WD T T T 4 ’ WW B R ID G E # 2 15 CR AWF OR D - CUR R IN R D . S R 14 3 2 20’ BST EXISTING R/W E XIS TIN G R/ W E X IS T ING R / W EXISTING R/W 1 2 3 4 5 R I P R A P RIP R A P M A T T H E W & V A L E R IE C O R S A R O 3 R O B E R T A . K U H L B E R G & G A Y L E G . K U H L B E R G 4 L U C Y H . B O D E 2 J O H N S . F L O W E , I I I 1 SR 1432CRAWFORD-CURRIN RD. - L- 10+00 15+00 1 5 " C S P 1 5 " C S P T B 2 G I T B 2 G I S E E D E T A I L D S P E C I A L C U T D I T C H S E E D E T A I L C R I P R A P A T E M B A N K M E N T w / 2 E L B O W S w / 2 E L B O W S ( S T R U C T U R E P A Y I T E M ) C L A S S I I R I P R A P ( 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 - L - S T A . 1 4 + 3 0 R T - L - S T A . 1 3 + 9 1 R T D E T A I L C G r a d e D i t c h 2 . 0 ’ G E O T E X T I L E G e o t e x t i l e = 7 5 S Y C l a s s I I R i p R a p = 3 0 T O N S 1 0 ’ m i n . 1 . 0 ’ m i n . 18" ELB ELB EL B EL B d 2:1BD ( Not to Scale)SPECIAL CUT BASE DITCHFlatterX:1 or-L- STA. 13+00 TO STA. 13+90 RT (X=2)-L- STA. 11+00 TO STA. 13+00 RT (X=4)DETAIL BB=2.0 Ft.Max. d=1.5 Ft.Min. D=1.5 Ft.Type of Liner= Class I Rip-Rap Ground NaturalDitchSlopeFrontGeotextileFlatterX:1 orD2:1 ( Not to Scale)SPECIAL CUT DITCH-L- STA. 15+00 TO STA. 15+75 RT (X=4)-L- STA. 14+50 TO STA. 15+00 RT (X=2)Min. D=1.0 Ft.DETAIL DSlopeDitchFrontGroundNatural C C F F C C F F C C F C C F C C C F F S H E E T 3 O F 7 P E R M I T D R A W I N G - L- 10+00 15+00 NAD 83/ NSRS 2007 REVISIO NS 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 . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99 B - 5 1 5 1 4 P R O P . P A V E D S H O U L D E R F O R - L - P R O F I L E , S E E S H E E T N O . 5 L ITTLE GRASSY CREEK GRA U 3 5 0 T L - 2 SKETCH SHOWING PAVEMENT/BRIDG E R E L A T I O N S H I P (NOT TO SCALE)BEGIN BRIDGE E N D B R I D G E BEGIN APPROACH SLAB E N D A P P R O A C H S L A B -L- POC STA. 11+00.00 BEGIN TIP PROJECT B-5151 - L - P O T S T A . 1 8 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 5 1 8 : 1 P . S . T R A N S . 8:1 P.S. TRANS.27’-10"4’-7"2’ MIN. TO VAR. 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 S S - 1 T H R U S - ? GRAU 350 TL-2GRAU 350 TL-2 -L- STA. 13+73.26-L- STA. 13+61.02 - L - S T A . 1 4 + 6 0 . 7 4 - L - S T A . 1 4 + 7 2 . 2 5 -L- STA. 13+43.00 BEGIN SBG - L - S T A . 1 4 + 8 6 . 0 0 E N D S B G B R I D G E A P P R O A C H S L A B P A V E M E N T R E M O V A L *LONG CHORD*STRUCTURE DESIGN (SEE STRUC T U R E P L A N S ) . LONG CHORD TO THE CURVE S E T B Y NOTE: THE BRIDGE IS DESIGNE D O N T H E 04 15 + 0 0 T L - 2 G R A U 3 5 0 20’ O T H E R W I S E O N P L A N S A L L D R I V E W A Y R A D I I A R E 1 0 ’ U N L E S S N O T E D 20’ 2 0 ’ ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S E N D B E N T E X C A V A T I O N -L--L-SHOP CURVED TYPE-IIISHOP CURVED TYPE-IIISHOP CURVED TYPE-IIISHOP CURVED TYPE-III5’-10"" TO 21 3’-1VAR. 340341.0 3 4 1.0 341.0 3 4 1.0 341.0 341.0 341.0 341.0 3 4 2 . 0 342.0 342.0 3 4 2 .0 342.0 342.0 342.0 3 4 3 .0 3 4 3.0 343.0 3 4 3 .0 3 4 3 .0 343.0 34 4.0 344.0 344.0 344.0 345 34 5 345 345 345 3 4 5 345 345 345 345 345 345 346.0 346.0 346.0 346 .0 346.0 346.0 346.0 347.0 347.0 347.0 347.0 347 .0 347.0 347.0 347.0 347.0 348.0 348.0 348 .0 348.0 3 4 8.0 3 48.0 348.0 348 .0 349.0 349.0 3 4 9.0 349.0 349.0 349.0 349.0 3 4 9 . 0 349.0 349.0 3 5 0 3 5 0 350 3 50 3 5 0 350 350 350 35 0 3 5 0 350 350 350 3 5 0 350 350 350 350 350 350 350 350 350 350 351.0 351.0 3 5 1. 0 351.0 3 5 1.0 351.0 351.0 351.0 351.0 352.0 352.0 3 5 2.0 352.0 3 5 2. 0 352.0 352.0 3 5 3 .0 3 53.0 353.0 3 5 3 .0 353.0 353.0 3 5 3. 0 354 .0 354.0 3 5 4 .0 3 5 4 .0 354.0 354.0 354.0 355 355 3 5 5 355 355 355 355 355 3 5 5 3 5 5 3 5 5 35 5 355 3 5 5 3 5 5 355 355 3 5 6 .0 356.0 356.0 356.0 356.0 356.0 3 5 6 .0 3 5 6 . 0 356.0 356.0 356.0 356.0 357.0 357.0 3 5 7. 0 357.0 3 5 7 . 0 357.0 3 5 7 .0 358 .0 358.0 3 5 8 .0 3 5 8.0 358.0 3 5 8 . 0 359.0 359.0 359.0 359.0 359.0 3 5 9.0 359.0 360 360 360 360 360360 360 3 6 0 360 360 361.0 361.0361.0 361.0 361.0 362.0 362.0 362.0 3 6 2 .0 362.0 362.0 363.0 363.0 363.0 363.0 363.0 364.0 364.0 364.0 364.0 3 6 4. 0 364.0 3 6 5 3 65 365365 365 365 365 365365 3 6 5 365 365 3 6 6.0 366.0 366.0 366.0 366.0 366.0 3 6 7. 0 367 .0 367.0 367.0 367 .0 367.0 368.0 368 .0 368.0 368.0 368.0 3 6 8 .0 368.0 3 6 9.0 369.0 369.0 369.0 3 6 9 .0 369.0 370 370 370 370 370 370 370 370 370 370 3 7 0 370 37 0 371.0 371.0 371.0 371.0 3 7 1.0 3 7 1. 0 3 7 1.0 372.0 3 7 2.0 3 7 2. 0 372.0 372.0 372.0 373 .0 3 7 3 . 0 373.0 373.0 373.0 374.0 374.0 374.0 374.0 374.0 375375 3 7 5 375 3 7 5 375 375 375 375 375376.0 376.0 3 7 6. 0 376.0 376.0 376.0 377.0 377.0 3 7 7.0 377.0 377.0 378.0 3 7 8 .0 378.0 378.0 379.0 379.0 3 7 9.0 379.0 379.0379.0 380380380 3 8 0 38 0 380 3 8 1.0 381.0 381.0 381.0 382.0 3 8 2 .0 3 8 2.0 382.0 383.0 383.0 383 .0 383.0 384.0384.0 384.0 384.0 385385385385 385 385 385386.0386.0 386.0 386.0 386.0387.0387.0 387 .0 388.0388.0 388.0 389.0389.0 389 .0 390390390390390391.0391.0 391.0392.0392.0 392.0393.0393.0 394.0394.0 395395395395396.0396.0 396.0397.0397.0 398.0398.0 399.0399.0 400400400400401.0401.0 402.0402.0 403.0 403.0404.0 404.0405405405406.0 406.0407.0408.0409.0410411.0 G R A P H I C S C A L E 0 ’ 5 0 ’ 1 0 0 ’ 5 0 ’ EN G L I S H 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 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y S S S S S I T E 1 R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5151_prm _wet_3of7.dgncjlee4/29/2014 S S S S S S T S T S T S T S S P E R M A N E N T S W I M P A C T S T E M P O R A R Y S W I M P A C T S T O P E L . = 3 4 8 . 0 ’ T E M P . R O C K C A U S E W A Y 1 5 " C S P 1 5 " C S P T B 2 G I T B 2 G I S E E D E T A I L D S P E C I A L C U T D I T C H S E E D E T A I L C R I P R A P A T E M B A N K M E N T w / 2 E L B O W S w / 2 E L B O W S ( S T R U C T U R E P A Y I T E M ) C L A S S I I R I P R A P ( 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 - L - S T A . 1 4 + 3 0 R T - L - S T A . 1 3 + 9 1 R T D E T A I L C G r a d e D i t c h 2 . 0 ’ G E O T E X T I L E G e o t e x t i l e = 7 5 S Y C l a s s I I R i p R a p = 3 0 T O N S 1 0 ’ m i n . 1 . 0 ’ m i n . 18" ELB ELB EL B EL B d 2:1BD ( Not to Scale)SPECIAL CUT BASE DITCHFlatterX:1 or-L- STA. 13+00 TO STA. 13+90 RT (X=2)-L- STA. 11+00 TO STA. 13+00 RT (X=4)DETAIL BB=2.0 Ft.Max. d=1.5 Ft.Min. D=1.5 Ft.Type of Liner= Class I Rip-Rap Ground NaturalDitchSlopeFrontGeotextileFlatterX:1 orD2:1 ( Not to Scale)SPECIAL CUT DITCH-L- STA. 15+00 TO STA. 15+75 RT (X=4)-L- STA. 14+50 TO STA. 15+00 RT (X=2)Min. D=1.0 Ft.DETAIL DSlopeDitchFrontGroundNatural T T 15" R CP 60.00’ 60.00’ PR O PE R T Y LI N E I S C/ L O F C R E E K PROPERTY L INE IS C /L OF CREEK WO O D S W O O D S WOODS WO O D S WO O D S WO O D S 15 " R C P 4’ WD 4’ WD 1 S EL WIRE 1 S E L W I R E 4’ WW 4’ WD & WW 4’ WD & WW 5’ WD & WW 5’ WD & W W MTL G ATE S O IL SOIL15" R CP SOIL S IL T F E N C E 4 ’ WD T T T 4 ’ WW B R ID G E # 2 15 CR AWF OR D - CUR R IN R D . S R 14 3 2 20’ BST EXISTING R/W E XIS TIN G R/ W E X IS T ING R / W EXISTING R/W 1 2 3 4 5 R I P R A P RIP R A P M A T T H E W & V A L E R IE C O R S A R O 3 R O B E R T A . K U H L B E R G & G A Y L E G . K U H L B E R G 4 L U C Y H . B O D E 2 J O H N S . F L O W E , I I I 1 SR 1432CRAWFORD-CURRIN RD. C C F F C C F F C C F C C F C C C F F SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY N C G RID N A D 83/ NS RS 2007 GRAPHIC SCALE 0’20’40’60’20’R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5151_hyd_prm _wet_B_4of7.dgncjlee4/29/2014 EN G L I S H REVISIO NS 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 . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 S H E E T 4 O F 7 P E R M I T D R A W I N G L ITTLE GRA S SY CREEK -L- STA. 14+86.00 END SBG T T 15" RCP P R O P E R T Y LI N E I S C/ L O F C R E E K PRO PERTY L INE IS C /L O F CREEK W O O D S WOODS W O O D S W O O D S W O O D S 15 " R C P 4’ W D 5’ WD & WW MTL G ATE S O IL SOIL15" RCPSOIL S IL T F E N C E 4 ’ WD T T T 4 ’ WW B R ID G E # 2 15 C R AWF OR D - C U R R IN R D . S R 14 3 2 E X IS T IN G R / W 2 3 R I P R A P RIP R A P - L- T B 2 G I T B 2 G I ( S T R U C T U R E P A Y I T E M ) C L A S S I I R I P R A P 18" EL B EL B E L B E L B S S S S S I T E 1 S S S S S S T S T S T S T S S P E R M A N E N T S W I M P A C T S TEMPOR A R Y S W I M P A C T S TOP EL . = 3 4 8 . 0 ’ TEMP. R O C K C A U S E W A Y C F F C F F C C C F C C C F F SSSURFACE WATER DENOTES IMPACTS INTSTSIMPACTS IN SURFACE WATER DENOTES TEMPORARY N C G RID N A D 83/ NS RS 2007 GRAPHIC SCALE 0’20’40’60’20’R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5151_hyd_prm _wet_B_4of7.dgncjlee4/29/2014 EN G L I S H REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 S H E E T 5 O F 7 P E R M I T D R A W I N G L ITTLE GRA S SY CREEK -L- STA. 14+86.00 END SBG 341.0 3 4 1. 0 341.0 341.0 341.0 342.0 3 4 2 .0 342.0 3 4 3. 0 343.0 3 4 3 .0 3 4 3 .0 3 4 4. 0 344 .0 344.0 3 4 5 345 345 3 4 5 345 345 3 4 5 345 345 346.0 346.0 346.0 3 4 6 .0 346.0 346.0 346.0 347.0 347.0 347.0 3 4 7 .0 347.0 347.0 347.0 347.0 348.0 348.0 348.0 3 4 8 . 0 3 4 8 .0 348.0 34 8 .0 349.0 349.0 349 .0 349 .0 3 4 9 . 0 349.0 349.0 3 5 0 3 5 0 350 3 5 0 3 5 0 350 350 3 5 0 3 5 0 350 350 350 3 5 0 350 350 350 350 350 350 350 350 350 351.0 3 5 1 .0 3 5 1 . 0 351 .0 3 5 1. 0 351.0 351.0 351.0 351.0 352.0 352.0 3 5 2.0 352.0 3 5 2. 0 352.0 352.0 3 5 3 .0 3 5 3. 0 3 5 3 .0 3 5 3 .0 353.0 353.0 3 5 3. 0 3 5 4.0 354.0 3 5 4 .0 3 5 4 .0 354.0 354.0 354.0 355355355 355 355 355 355 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 3 5 5 355 355 356.0 356.0 356.0 356.0 356.0 356.0 3 5 6 .0 3 5 6 . 0 356.0 356.0 356.0 356.0 357.0 3 5 7. 0 357.0 357.0 3 5 7. 0 3 5 7 .0 358.0 35 8 .0 3 5 8 .0 358.0358.0 358.0359.0 359.0 359.0 359.0 359.0 359.0 360360360 360 360360 360 3 6 0 361.0 361.0361.0 361.0362.0 362.0 363.0 363.0 364.0 365365365 365 3 6 5 365 366.0366.0369.0 370 370 371.0 T T 15" RCP P R O P E R T Y LI N E I S C/ L O F C R E E K PRO PERTY L INE IS C /L O F CREEK W O O D S WOODS W O O D S W O O D S W O O D S 15 " R C P 4’ W D 5’ WD & WW MTL G ATE S O IL SOIL15" RCPSOIL S IL T F E N C E 4 ’ WD T T T 4 ’ WW B R ID G E # 2 15 C R AWF OR D - C U R R IN R D . S R 14 3 2 E X IS T IN G R / W 2 3 R I P R A P RIP R A P - L- T B 2 G I T B 2 G I ( S T R U C T U R E P A Y I T E M ) C L A S S I I R I P R A P 18" EL B EL B E L B E L B S S S S S I T E 1 S S S S S S T S T S T S T S S P E R M A N E N T S W I M P A C T S TEMPOR A R Y S W I M P A C T S TOP EL . = 3 4 8 . 0 ’ TEMP. R O C K C A U S E W A Y C F F C F F C C C F C C C F F R:\Hydraulics\PERM ITS_Environm ental\Drawings\B5151_hyd_psh_pfl_6of7.dgncjlee4/29/2014 w / 1 ’ O F C L A S S B R I P R A P O N T O P C L A S S I I R I P R A P T O P E L . = 3 4 8 . 0 ’ T E M P . C A U S E W A Y S H E E T 6 O F 7 P E R M I T D R A W I N G 1 . 5 : 1 ( T Y P . ) 340 350 360 370 380 P I = 1 3 + 1 4 . 0 0 E L = 3 5 6 . 0 7 ’ V C = 1 1 5 ’ K = 1 7 P I = 1 5 + 9 4 . 0 0 E L = 3 5 4 . 6 6 ’ V C = 2 2 7 ’ K = 4 9 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 5 B - 5 1 5 1 $$$$$$SYSTIM E$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$10+0011+00 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 - L - - L - S T A . 1 4 + 6 0 . 7 4 E N D B R I D G E V = 2 0 M P H V = 3 5 M P H d d 3 4 0 3 5 0 3 6 0 3 7 0 3 8 0 E L . = 3 7 2 . 0 0 ’ - L - S T A . 1 1 + 0 0 . 0 0 B E G I N G R A D E E L . = 3 6 3 . 1 7 ’ - L - S T A . 1 8 + 0 0 . 0 0 E N D G R A D E - L - S T A . 1 3 + 7 3 . 2 6 B E G I N B R I D G E El = 349.00’ ( + ) 1. 2 0 % PI =13+50.00 EL = 369.75’-L- STA. 11+00.00BEGIN RT DITCH GRADE EL = 346.60’ -L- STA. 13+90.00 END RT DITCH GRADE EL = 348.50’ -L- STA. 14+50.00 BEGIN RT DITCH GRADE EL = 350.00’ -L- STA. 15+75.00 END RT DITCH GRADE D I T C H L E G E N D R I G H T D I T C H D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 3 2 0 0 = 2 5 = 3 5 4 . 5 = 4 7 4 3 = 1 0 0 = 3 5 6 . 8 7 = 3 9 0 0 = 5 0 = 3 5 5 . 6 = 1 0 / 1 5 / 2 0 1 3 = 3 4 4 . 0 EL = 352.53’-L- STA. 13+59.00 18’ RT.BM#1 RR SPIKE IN 18" BIRCHEL = 366.56’-L- STA. 12+11.00 32’ RT.BM#2 RR SPIKE IN 16" PINE E L = 3 5 5 . 5 5 ’ S K E W = 1 0 5 S P A N = 1 @ 8 5 ’ 3 3 " B O X B E A M C - L - S T A . 1 4 + 1 7 . 0 0 L O E L E V A T I O N E S T I M A T E D N . W . S . = 3 4 6 . 0 F T 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 S S - 1 T H R U S - ? F O R - L - P L A N V I E W , S E E S H E E T 4 L E F T D I T C H (-)7 .4 4 3 8 % (- )0 .5 0 3 6 % (- )0 .5 0 3 6 % ( + ) 4 . 1 2 9 3 % EL = 357.40’ -L- STA. 17+00.00 BEGIN LT DITCH GRADE EL = 361.40’ -L- STA. 18+00.00 END LT DITCH GRADE ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S C L A S S I I R I P R A P ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S E N D B E N T E X C A V A T I O N ( + ) 4 . 0 0 % El = 357.00’ (-) 8 .5 0 % (-) 8 .0 0 % (- ) 6 .0 0 % PI =12+50.00 EL = 357.40’ -L- STA. 17+00.00 BEGIN LT DITCH GRADE EL = 361.40’ -L- STA. 18+00.00 END LT DITCH GRADE ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S C L A S S I I R I P R A P ( + ) 4 . 0 0 % T O A P P R O X I M A T E E L = 3 4 8 . 0 ’ A B U T M E N T E X C A V A T I O N 5 ’ W I D E , 3 . 5 ’ D E E P C L A S S I I R I P R A P 1 . 5 : 1 N O R M A L N O K E Y - I N C L A S S I I R I P R A P T O A P P R O X I M A T E E L E V . = 3 4 8 . 5 ’ A B U T M E N T E X C A V A T I O N 5 ’ W I D E , 3 . 5 ’ D E E P C L A S S I I R I P R A P N . W . S . = 3 4 6 . 0 ’ ( 1 0 / 1 5 / 2 0 1 3 ) W . S . = 3 4 4 . 0 ’ N O K E Y - I N C L A S S I I R I P R A P CAMA 404 Hand Existing Existing Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 14+00 to 14+35 -L-Bank Stabilization <0.01 77 1 14+10 to 14+30 -L-Rock Causeway 0.02 TOTALS:0.00 0.00 0.00 0.00 0.00 0.00 <0.01 0.02 77 0.00 0.00 ATN Revised 3/31/05 SHEET 7 of 7 (04/24/2014) SR 1432 (Crawford-Currin Rd) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS over Little Grassy Creek PROJECT: 42312.1.1 (B-5151) BRIDGE #215 on N.C.D.O.T. DIVISION OF HIGHWAYS GRANVILLE COUNTY VICINITY MAP G R A N V I L L E C O U N T Y DHVDTV ======%%MPH ADTADT 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 PROJECTBEGIN000PROFILE (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 . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . 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 : 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 P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) L O C A T I O N : T Y P E O F W O R K : 09/08/99 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 00025-M AR-2014 12:55R:\Roadw ay\Proj\B5151_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 CON TRACT:TIP PROJECT: ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA E N D B R I D G E B E G I N B R I D G E LE N G T H R O A D W A Y T I P P R O J E C T B - 5 1 5 1 F E B R U A R Y 1 7 , 2 0 1 5 J E F F R E Y L . T E A G U E , P E T O N Y H O U S E R , P E 10 10603SUBREGIONAL TIER PROJECTEND 4 2 3 1 2 . 1 . 1 B R Z - 1 4 3 2 ( 5 ) B - 5 1 5 1 B-5151 See Sheet 1-B For Conventional SymbolsLE N G T H S T R U C T U R E T I P P R O J E C T B - 5 1 5 1 TO T A L L E N G T H T I P P R O J E C T B - 5 1 5 1 P . E . 5025501005010050102051040 = 0 . 1 3 3 M I L E = 0 . 1 1 6 M I L E TO SR 1430 OFF-SITE DETO U R = 0 . 0 1 7 M I L E L IT T L E GR A S SY CR E E K 4 See Sheet 1-A For Index of SheetsDUAL 2%)%**FUNC. CLASS.=RURAL LOCAL (TTST 1% +125 VPD 87 VPD B R I D G E N O . 2 1 5 O V E R L I T T L E G R A S S Y C R E E K O N S R 1 4 3 2 ( C R A W F O R D C U R R I N R D . ) G R A D I N G , P A V I N G , D R A I N A G E , A N D S T R U C T U R E J A N U A R Y 1 7 , 2 0 1 4 - L - S T A . 1 1 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 5 1 - L - S T A . 1 8 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 5 1 - L- T O S R 1433 E N G I N E E R H Y D R A U L I C S THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. E N G I N E E R R O A D W A Y D E S I G N 20152035 - L - S T A . 1 3 + 7 3 . 2 6 - L - S T A . 1 4 + 6 0 . 7 4 CRA WFORD CURRIN RD. CRA WFO RD CU RRIN RD . LITTLE GRASSY CREEK CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LI 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 . SR 1432 SR 1432 4 2 3 1 2 . 2 . F D 1 B R Z - 1 4 3 2 ( 5 ) R / W & U T I L . RAILW AY S T O V A L L 15 1 5 SOUTHERN NSRS 2007 NAD 83/ 143214601430143 0 1 5 1 5 14311430152 6 1433 1431 D e x te r R d . P e n n R d . Oxford St. Herm anWilkersonRd.CrawfordCurrinRd.Currin Rd.LittleRd.HartsCrossroads GrassyCreekRd.Mountain RevisRd.OwensSt. 1432Crawford Grassy Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equalit y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t Propos e d T e m p o r a r y D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t D r a i n a g e E a s e m e n t Propos e d P e r m a n e n t U t i l i t y E a s e m e n t HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : ROA D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R}T pQle]/b H - F r a m e P o l e O O P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W v v D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U / G T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 - B B - 5 1 5 1 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 12/05/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos e d T e m p o r a r y U t i l i t y E a s e m e n t T U E Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E Propos e d A e r i a l U t i l i t y E a s e m e n t C R Propos e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S CO N V E N T I O N A L P L A N S H E E T S Y M B O L S U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos e d C o n t r o l o f A c c e s s L i n e w i t h D A T U M D E S C R I P T I O N T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y N C D O T F O R M O N U M E N T " B 5 1 5 1 - 1 " W I T H N A D 8 3 / N S R S 2 0 0 7 S T A T E P L A N E G R I D C O O R D I N A T E S O F N O R T H I N G : 9 8 4 5 8 4 . 4 3 7 ( f t ) E A S T I N G : 2 1 1 7 0 7 8 . 9 5 7 ( f t ) E L E V A T I O N : 4 1 9 . 9 5 ( f t ) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T ( G R O U N D T O G R I D ) I S : 1 . 0 0 0 0 7 6 5 7 T H E N . C . L A M B E R T G R I D B E A R I N G A N D L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M " B 5 1 5 1 - 1 " T O - L - S T A T I O N 1 1 + 0 0 . 0 0 I S N 4 4 3 7 ’ 2 2 . 5 0 " W 2 4 3 5 . 9 4 ’ A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S V E R T I C A L D A T U M U S E D I S N A V D 8 8 NC GRIDNAD 83/NSRS 2007-L- POC STA. 11+00.00 BEGIN TIP PROJECT B-5151 - L - P O C S T A . 1 8 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 5 1 BL-106BL-107 - L- B M - 2 B L - 1 0 5 B M - 1 B L - 1 0 4 B L - 1 0 3 CRAWFORD-CURRIN RD.SR 1432 WO O D S WO O D S WO O D S WO O D S WO O D S WOODS N C D O T G P S S T A T I O N B 5 1 5 1 - 1 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N = 9 8 4 5 8 4 . 4 3 7 E = 2 1 1 7 0 7 8 . 9 5 7 N C D O T G P S S T A T I O N B 5 1 5 1 - 2 L O C A L I Z E D P R O J E C T C O O R D I N A T E S N = 9 8 3 6 2 1 . 4 5 6 E = 2 1 1 7 5 4 6 . 0 4 8 L ITTLE GRASSY CREEK TO HERMAN WILKERSON ROAD TO LITTLE M OUNTAIN CREEK ROAD L O C A T I O N : B R I D G E N O . 2 1 5 O V E R L I T T L E G R A S S Y C R E E K O N S R 1 4 3 2 ( C R A W F O R D C U R R I N R D . ) 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 . 6/2/9925-M AR-2014 12:55R:\Roadway\Proj\B5151_LS_1c.dgn$$$$USERNAM E$$$$ L o c a t i o n a n d S u r v e y s N O T E : D R A W I N G N O T T O S C A L E S U R V E Y C O N T R O L S H E E T B - 5 1 5 1 1 - C B - 5 1 5 1 I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N O T E S : 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . H T T P S : / / C O N N E C T . N C D O T . G O V / R E S O U R C E S / L O C A T I O N / B 5 1 5 1 _ L S _ C O N T R O L . T X T N C D O T P R O J E C T C O N T R O L D A T A A T : CONTROL DATA107 BL-107 986463.53 2114951.25 403.72 OUTSIDE PRO J E C T L I M I T S 106 BL-106 986321.51 2115279.47 378.29 10+13.82 1 3 . 7 2 R T 105 BL-105 986313.79 2115653.31 354.50 13+76.81 3 4 . 3 9 L T 104 BL-104 986169.23 2115818.95 355.13 15+85.53 1 8 . 7 5 L T 103 BL-103 985558.41 2116105.15 395.59 OUTSIDE PRO J E C T L I M I T S ---------------------------------------------------------------- - - - - - - - - POINT DESC. NORTH EAST ELEVATION L STATION O F F S E T BASELINE****************************************RRS IN 18" BIRCH L STATION 13+59.00 18 RIGHT N 986272 E 2115617 BM-1 ELEVATION = 352.53 ********************************************************************************RRS IN 16" PINE L STATION 12+11.00 32 RIGHT N 986287 E 2115478 BM-2 ELEVATION = 366.56 ****************************************BENCHMARK DATA R O W M a r k e r C o n c r e t e o r G r a n i t e - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 1 + 0 0 . 0 0 3 0 . 0 0 9 8 6 2 8 8 . 3 3 7 0 2 1 1 5 3 6 5 . 0 5 8 3 L 1 1 + 0 0 . 0 0 - 3 0 . 0 0 9 8 6 3 4 8 . 0 7 4 8 2 1 1 5 3 7 0 . 6 6 2 3 L 1 1 + 0 0 . 0 0 4 0 . 0 0 9 8 6 2 7 8 . 3 8 0 7 2 1 1 5 3 6 4 . 1 2 4 3 L 1 1 + 6 3 . 3 3 - 3 0 . 0 0 9 8 6 3 4 6 . 8 4 2 5 2 1 1 5 4 2 9 . 5 7 4 7 L 1 1 + 6 9 . 6 3 4 0 . 0 0 9 8 6 2 7 7 . 3 4 1 0 2 1 1 5 4 4 0 . 0 5 6 3 L 1 2 + 1 1 . 2 6 - 3 2 . 2 0 9 8 6 3 5 0 . 2 0 9 4 2 1 1 5 4 7 9 . 9 6 0 4 L 1 2 + 4 8 . 0 4 - 3 8 . 3 5 9 8 6 3 5 3 . 4 9 3 2 2 1 1 5 5 2 0 . 0 4 6 0 L 1 3 + 0 4 . 3 5 - 4 9 . 1 0 9 8 6 3 5 3 . 0 7 4 2 2 1 1 5 5 8 2 . 8 7 3 3 L 1 3 + 1 7 . 8 0 - 5 1 . 5 7 9 8 6 3 5 1 . 6 3 2 4 2 1 1 5 5 9 8 . 0 0 9 3 L 1 3 + 5 1 . 0 3 - 5 2 . 2 4 9 8 6 3 4 0 . 8 6 3 3 2 1 1 5 6 3 3 . 6 0 3 8 L 1 3 + 8 0 . 0 0 - 5 0 . 0 0 9 8 6 3 2 6 . 6 9 0 2 2 1 1 5 6 6 2 . 7 8 0 6 L 1 4 + 5 0 . 0 0 - 4 0 . 0 0 9 8 6 2 8 1 . 1 7 2 0 2 1 1 5 7 2 5 . 8 5 4 5 L 1 7 + 6 8 . 7 2 - 4 0 . 0 0 9 8 6 0 0 5 . 9 1 2 8 2 1 1 5 9 2 5 . 8 7 7 8 L 1 7 + 6 8 . 7 2 4 0 . 0 0 9 8 5 9 8 5 . 1 2 1 9 2 1 1 5 8 4 8 . 6 2 6 6 L 1 8 + 0 0 . 0 0 4 0 . 0 0 9 8 5 9 5 4 . 9 1 2 7 2 1 1 5 8 5 6 . 7 5 7 0 L 1 8 + 0 0 . 0 0 3 0 . 0 0 9 8 5 9 5 7 . 5 1 1 5 2 1 1 5 8 6 6 . 4 1 3 3 L 1 8 + 0 0 . 0 0 - 3 0 . 0 0 9 8 5 9 7 3 . 1 0 4 7 2 1 1 5 9 2 4 . 3 5 1 7 L 1 8 + 0 0 . 0 0 - 4 0 . 0 0 9 8 5 9 7 5 . 7 0 3 5 2 1 1 5 9 3 4 . 0 0 8 1 R O W M a r k e r P e r m a n e n t E a s e m e n t - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 3 + 2 0 . 0 0 4 0 . 0 0 9 8 6 2 6 2 . 9 2 4 0 2 1 1 5 5 7 5 . 1 8 6 0 L 1 3 + 2 0 . 0 0 5 0 . 0 0 9 8 6 2 5 3 . 3 1 0 0 2 1 1 5 5 7 2 . 4 3 4 7 L 1 3 + 8 0 . 0 0 - 6 0 . 0 0 9 8 6 3 3 5 . 8 3 6 0 2 1 1 5 6 6 6 . 8 2 4 8 L 1 4 + 5 0 . 0 0 - 6 0 . 0 0 9 8 6 2 9 7 . 9 3 5 2 2 1 1 5 7 3 6 . 7 6 2 9 L 1 5 + 7 0 . 0 0 5 0 . 0 0 9 8 6 1 3 6 . 3 4 4 6 2 1 1 5 7 5 6 . 7 6 7 7 L 1 5 + 7 0 . 0 0 4 0 . 0 0 9 8 6 1 4 2 . 9 2 8 5 2 1 1 5 7 6 4 . 2 9 4 5 L T Y P E S T A T I O N N O R T H E A S T P C 1 0 + 0 0 . 0 0 9 8 6 3 3 8 . 8 3 0 7 2 1 1 5 2 7 0 . 2 3 4 1 P R C 1 1 + 6 9 . 6 3 9 8 6 3 1 7 . 2 5 3 5 2 1 1 5 4 3 7 . 4 1 2 2 P T 1 7 + 6 8 . 7 2 9 8 5 9 9 5 . 5 1 7 4 2 1 1 5 8 8 7 . 2 5 2 2 P O T 1 8 + 8 8 . 4 5 9 8 5 8 7 9 . 8 9 9 0 2 1 1 5 9 1 8 . 3 6 9 0 D O N O T U S E F O R C O N S T R U C T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S (FINAL PAVEMENT DESIGN) 0 . 0 8 0 .0 8 G R A D E T O T H I S L I N E S E E X S C ’ S V A R . 4 : 1 G R A D E P O I N T 2:1 0 . 0 2 0 . 0 2 T Y P I C A L S E C T I O N N O . 1 2:1 4 :1 C 1 C 1 E 1 E 1 T T 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 A T T H E F O L L O W I N G L O C A T I O N S : U S E T Y P I C A L S E C T I O N N O . 1 A T T H E F O L L O W I N G L O C A T I O N : U S E T Y P I C A L S E C T I O N N O . 2 ORIGINAL GROUND C 1 C 1 G R A D E P O I N T CL - L - T Y P I C A L S E C T I O N N O . 2 0 . 0 4 0 . 0 4 CL - L - - L - S T A . 1 4 + 6 0 . 7 4 ( E N D B R I D G E ) T O 1 8 + 0 0 . 0 0 - L - S T A . 1 1 + 0 0 . 0 0 T O 1 3 + 7 3 . 2 6 ( B E G I N B R I D G E ) 1 4 + 6 0 . 7 4 ( E N D B R I D G E ) - L - S T A . 1 3 + 7 3 . 2 6 ( B E G I N B R I D G E ) T O ORIGINALGROUND C1R1USE SHOULDER BERM GUTTER AT THE FOLLOWING LOCATIO N S : E1GRADE TO THIS LINEON TOP OF SUBGRADE DETAIL SHOWING SHOULDER BERM GUTTER (SBG) S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 B - 5 1 5 1 P A V E M E N T D E S I G N 6/2/9925-MAR-2014 12:55R:\Roadway\Proj\B5151_Rdy_typ.dgn$$$$USERNAM E$$$$P A V E M E N T S C H E D U L E-L- STA. 13+43.00 TO 13+56.80 RT.-L- STA. 14+70.22 TO 14+86.00 RT.7" 7 " C L B R I D G E " @ 21 4 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE . 4 ’ 4 ’ 8 ’ F D P S 1 ’ F D P S 1 ’ w / G R 7 ’ w / G R 7 ’ 1 ’ 1 ’ 1 " 1 " 5 ’ - 1 0 " T O 3 ’ - 1 " V A R . 3 0 ’ ( O U T T O O U T ) 2 7 ’ - 1 0 " ( C L E A R R O A D W A Y ) 1 0 ’ 1 0 ’ 1 0 ’ 1 0 ’ C H O R D L O N G 1 4 ’ - 3 " 1 3 ’ - 7 " 4 ’ - 7 " T O 2 ’ M I N . V A R . EARTH MATERIAL.T AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25. 0 B , E1 S E E S T R U C T U R E P L A N S B O X B E A M B R I D G E EOL(SEE X-SECTIONS)VAR.FDPS 2’-4"MATCH LINE A MATCH LINE A VAR.VAR.0.04 R1SHOULDER BERM GUTTER.AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TW O LAYERS.C1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S F 9 . 5 A , Ground NaturalPSRM G r a d e D i t c h 2 . 0 ’ G E O T E X T I L E Slope Ditch FrontGeotextile Ditch Slope FrontGeotextileSlopeDitchFront NAD 83/ NSRS 2007 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 02-M AY-2014 15:30R:\Roadway\Proj\B5151_Rdy_psh.dgn$$$$USERNAME$$$$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 B - 5 1 5 1 4 P R O P . P A V E D S H O U L D E R F O R - L - P R O F I L E , S E E S H E E T N O . 5 L ITTLE GRASSY CREEK GRA U 3 5 0 T L - 2 SKETCH SHOWING PAVEMENT/BRIDG E R E L A T I O N S H I P (NOT TO SCALE)BEGIN BRIDGE E N D B R I D G E BEGIN APPROACH SLAB E N D A P P R O A C H S L A B -L- POC STA. 11+00.00 BEGIN TIP PROJECT B-5151 - L - P O T S T A . 1 8 + 0 0 . 0 0 E N D T I P P R O J E C T B - 5 1 5 1 8 : 1 P . S . T R A N S . 8:1 P.S. TRANS.27’-10"4’-7"2’ MIN. TO VAR. 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 S S - 1 T H R U S - ? GRAU 350 TL-2GRAU 350 TL-2 -L- STA. 13+73.26-L- STA. 13+61.02 - L - S T A . 1 4 + 6 0 . 7 4 - L - S T A . 1 4 + 7 2 . 2 5 -L- STA. 13+43.00 BEGIN SBG - L - S T A . 1 4 + 8 6 . 0 0 E N D S B G B R I D G E A P P R O A C H S L A B P A V E M E N T R E M O V A L *LONG CHORD*STRUCTURE DESIGN (SEE STRUC T U R E P L A N S ) . LONG CHORD TO THE CURVE S E T B Y NOTE: THE BRIDGE IS DESIGNE D O N T H E 04 15 + 0 0 T L - 2 G R A U 3 5 0 20’ O T H E R W I S E O N P L A N S A L L D R I V E W A Y R A D I I A R E 1 0 ’ U N L E S S N O T E D 20’ 2 0 ’ ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S E N D B E N T E X C A V A T I O N -L--L-SHOP CURVED TYPE-IIISHOP CURVED TYPE-IIISHOP CURVED TYPE-IIISHOP CURVED TYPE-III5’-10"" TO 21 3’-1VAR. +27.63 P I S t a 1 0 + 8 5 . 9 0 DL = 1 6 9 . 6 3 ’ T = 8 5 . 9 0 ’ R = 4 3 6 . 0 5 ’ P I S t a 1 5 + 2 7 . 3 0 DL = 5 9 9 . 0 8 ’ T = 3 5 7 . 6 7 ’ R = 4 3 6 . 0 0 ’ PC Sta. 10+00.00 PRC Sta. 11+69.63 PT Sta. 17+68.72 P OT Sta. 18+88.45 - L - S E = 0 . 0 4 R O = 8 4 ’ T YP.21’ + 3 7.0 0 - L- TYP.21’ LT. & RT. TRANS.50’ T YP.21’ LT. & RT. T R A NS.50’ 10+00 15+00 01 02 +53.63 B M # 2 B M # 1 20’ 1’ P.S. 1’ P.S. 1’ P.S. 1’ P.S. 03 0201 00 01 02 03 04 04 0 4 0302 20’ 20’ 20’ 27.63’ M E T A L G A T E D O N O T D I S T U R B FENCE DO NOT DISTURB T T 15" R CP 60.00’ 60.00’ E P K PR O PE R T Y LI N E I S C/ L O F C R E E K PROPERTY L INE IS C /L OF CREEK WO O D S W O O D S WOODS WO O D S WO O D S WO O D S 15 " R C P 4’ WD 4’ WD 1 S EL WIRE 1 S E L W I R E 4’ WW 4’ WD & WW 4’ WD & WW 5’ WD & WW 5’ WD & W W MTL G ATE S O IL SOIL15" R CP SOIL S IL T F E N C E 4 ’ WD T T T 4 ’ WW B R ID G E # 2 15 CR AWF OR D - CUR R IN R D . S R 14 3 2 20’ BST EXISTING R/W E XIS TIN G R/ W E X IS T ING R / W EXISTING R/W BL-107 CONC WW R I P R A P RIP R A P CONC WW B L -10 4 BL-105 BL-106 D B 9 7 7 P G 7 7 7 P B 2 8 P G 1 1 8 M A T T H E W & V A L E R IE C O R S A R O D B 12 0 8 P G 7 0 7 P B 0 7 P G 1 2 2 R O B E R T A . K U H L B E R G & G A Y L E G . K U H L B E R G D B 7 6 8 P G 5 4 0 D B 12 0 6 P G 10 9 L U C Y H . B O D E P B 3 0 P G 1 3 9 D B 1 2 0 1 P G 9 6 D B 1 2 4 6 P G 5 4 1 D B 1 0 9 4 P G 3 5 5 P B 3 0 P G 1 5 8 J O H N S . F L O W E , I I I D B 1 2 0 1 P G 9 6 SR 1432CRAWFORD-CURRIN RD. 4 0 . 0 0 ’ 4 0 . 0 0 ’ 4 0 . 0 0 ’ 5 0 . 0 0 ’ - L - + 0 0 . 0 0 & 4 0 . 0 0 ’ EX . R / W - L - + 6 9 . 6 3 - L - + 6 8 . 7 2 - L - + 0 0 . 0 0 & 4 0 . 0 0 ’ EX . R / W - L - + 0 0 . 0 0 & 4 0 . 0 0 ’ EX . R / W - L - + 6 8 . 7 2 - L - + 2 5 . 0 0 - L - + 2 0 . 0 0 & 5 0 . 0 0 ’ 4 0 . 0 0 ’ - L - + 7 0 . 0 0 & 5 0 . 0 0 ’ 4 0 . 0 0 ’ -L- +00.00& 35.00’ EX. R/W - L - + 1 1 . 2 6 EX . R / W - L - + 8 0 . 0 0 - L - + 5 0 . 0 0 4 3 1 2 5 0 . 0 0 ’ - L - + 5 0 . 0 0 -L- +63.33EX. R/W - L - + 4 8 . 0 4 EX . R / W - L - + 0 4 . 3 5 EX . R / W - L - + 1 7 . 8 0 EX . R / W - L - + 5 1 . 0 3 EX . R / W - L - + 7 0 . 0 0 & 7 3 . 0 0 ’ 5 0 . 0 0 ’ & 6 0 . 0 0 ’ 4 0 . 0 0 ’ & 6 0 . 0 0 ’ 5 0 . 0 0 ’ C H O R D C H O R D R E T A I N R O C K C H E C K D A M R E T A I N R E M O V E R E T A I N 1 5 " C S P 1 5 " C S P T B 2 G I T B 2 G I 0 4 0 1 0 4 0 2 0 4 0 4 0 4 0 3 R E T A I N R O C K C H E C K D A M ROCK CHECK D A M RETAIN EXIST I N G ROCK CHECK DAM RETAIN EXISTING ROCK CHECK DAM RETAIN EXISTING R O C K C H E C K D A M R E T A I N E X I S T I N G G R A D E T O D R A I N 0 4 0 5 S E E D E T A I L D S P E C I A L C U T D I T C H S E E D E T A I L C R I P R A P A T E M B A N K M E N T T I E T O E X I S T I N G D I T C H L I N 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 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 C L A S S B R I P R A P w / 2 E L B O W S w / 2 E L B O W S C H E C K D A M R O C K R E M O V E E X I S T I N G ( S T R U C T U R E P A Y I T E M ) C L A S S I I R I P R A P EST. 100 SY PSRM SEE DETAIL A TOE PROTECTION( Not to Scale)TOE PROTECTIONd-L- STA. 11+00 TO STA. 12+50 LT Front Slope4:1 or Flatterd=1.5 Ft.Type of Liner= PSRM DETAIL A B E N C H U N D E R B R I D G E C L A S S I I R I P R A P O N ( 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 - L - S T A . 1 4 + 3 0 R T - L - S T A . 1 3 + 9 1 R T D E T A I L C G e o t e x t i l e = 7 5 S Y C l a s s I I R i p R a p = 3 0 T O N S 1 0 ’ m i n . 1 . 0 ’ m i n . 18" 2:1DFlatter4:1 ord( Not to Scale)SPECIAL CUT DITCH-L- STA. 17+00 TO STA. 18+00 LT DETAIL EMax. d=1.5 Ft.Min. D=1.5 Ft.Type of Liner= Class B Rip-Rap Ground Natural R O C K C H E C K D A M R E T A I N E X I S T I N G EL B ELB EL B EL B O U T S I D E O F B R I D G E O N 1 . 5 : 1 S L O P E O N L Y C L A S S I I R I P R A P C L A S S B R I P R A P S E E D E T A I L E S P E C I A L C U T D I T C H w / R I P R A P d 2:1BD ( Not to Scale)SPECIAL CUT BASE DITCHFlatterX:1 or-L- STA. 13+00 TO STA. 13+90 RT (X=2)-L- STA. 11+00 TO STA. 13+00 RT (X=4)DETAIL BB=2.0 Ft.Max. d=1.5 Ft.Min. D=1.5 Ft.Type of Liner= Class I Rip-Rap Ground NaturalFlatterX:1 orD2:1 ( Not to Scale)SPECIAL CUT DITCH-L- STA. 15+00 TO STA. 15+75 RT (X=4)-L- STA. 14+50 TO STA. 15+00 RT (X=2)Min. D=1.0 Ft.DETAIL DGroundNatural N O T E : N O D E C K D R A I N S R E Q U I R E D C L A S S I R I P R A P S E E D E T A I L B w / R I P R A P S P E C I A L C U T B A S E D I T C H C C F F C C F F C C F C C F C C C F F 340 350 360 370 380 P I = 1 3 + 1 4 . 0 0 E L = 3 5 6 . 0 7 ’ V C = 1 1 5 ’ K = 1 7 P I = 1 5 + 9 4 . 0 0 E L = 3 5 4 . 6 6 ’ V C = 2 2 7 ’ K = 4 9 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 5 B - 5 1 5 1 27-JAN-2014 11:30R:\Roadway\Proj\B5151_Rdy_pfl.dgn$$$$USERNAM E$$$$10+0011+00 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 - L - - L - S T A . 1 4 + 5 9 . 5 7 E N D B R I D G E V = 2 0 M P H V = 3 5 M P H d d 3 4 0 3 5 0 3 6 0 3 7 0 3 8 0 E L . = 3 7 2 . 0 0 ’ - L - S T A . 1 1 + 0 0 . 0 0 B E G I N G R A D E E L . = 3 6 3 . 1 7 ’ - L - S T A . 1 8 + 0 0 . 0 0 E N D G R A D E - L - S T A . 1 3 + 7 4 . 4 3 B E G I N B R I D G E El = 349.00’ ( + ) 1. 2 0 % PI =13+50.00 EL = 369.75’-L- STA. 11+00.00BEGIN RT DITCH GRADE EL = 346.60’ -L- STA. 13+90.00 END RT DITCH GRADE EL = 348.50’ -L- STA. 14+50.00 BEGIN RT DITCH GRADE EL = 350.00’ -L- STA. 15+75.00 END RT DITCH GRADE D I T C H L E G E N D R I G H T D I T C H D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 3 2 0 0 = 2 5 = 3 5 4 . 5 = 4 7 4 3 = 1 0 0 = 3 5 6 . 8 7 = 3 9 0 0 = 5 0 = 3 5 5 . 6 = 1 0 / 1 5 / 2 0 1 3 = 3 4 4 . 0 EL = 352.53’-L- STA. 13+59.00 18’ RT.BM#1 RR SPIKE IN 18" BIRCHEL = 366.56’-L- STA. 12+11.00 32’ RT.BM#2 RR SPIKE IN 16" PINE E L = 3 5 5 . 5 5 ’ S K E W = 1 0 5 S P A N = 1 @ 8 5 ’ 3 3 " B O X B E A M C - L - S T A . 1 4 + 1 7 . 0 0 L O E L E V A T I O N E S T I M A T E D N . W . S . = 3 4 6 . 0 F T 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 S S - 1 T H R U S - ? F O R - L - P L A N V I E W , S E E S H E E T 4 L E F T D I T C H (-)7 .4 4 3 8 % (- )0 .5 0 3 6 % (- )0 .5 0 3 6 % ( + ) 4 . 1 2 9 3 % EL = 357.40’ -L- STA. 17+00.00 BEGIN LT DITCH GRADE EL = 361.40’ -L- STA. 18+00.00 END LT DITCH GRADE ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S C L A S S I I R I P R A P ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S E N D B E N T E X C A V A T I O N ( + ) 4 . 0 0 % El = 357.00’ (-) 8 .5 0 % (-) 8 .0 0 % (- ) 6 .0 0 % PI =12+50.00 ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S C L A S S I I R I P R A P N . W . S . = 3 4 6 . 0 ’ ( 1 0 / 1 5 / 2 0 1 3 ) W . S . = 3 4 4 . 0 ’ 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7517-JAN-2014 12:41R:\Roadway\XSC\B5151_Rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 375 3 7 5 380 3 8 0 370 3 7 0 1 0 + 5 0 . 0 0 370 3 7 0 375 3 7 5 365 3 6 5 1 1 + 0 0 . 0 0 365 3 6 5 370 3 7 0 375 3 7 5 360 3 6 0 1 1 + 5 0 . 0 0 360 3 6 0 365 3 6 5 370 3 7 0 375 3 7 5 1 2 + 0 0 . 0 0 355 3 5 5 360 3 6 0 365 3 6 5 1 2 + 5 0 . 0 0 X - 1 B - 5 1 5 1 - L - 2 . 5 5 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 3 7 5 . 4 9 3 7 2 . 0 0 4 : 1 0 . 0 3 4 0 . 0 2 7 3 6 9 . 6 4 4 :1 2:1 3 6 9 . 7 5 3 6 8 . 4 4 2:1 4 :1 4 : 1 0 . 0 1 0 0 . 0 0 8 3 6 5 . 5 0 3 6 5 . 8 4 3 6 4 . 6 7 2:1 4 :1 4 : 1 0 . 0 1 4 0 . 0 1 4 3 6 1 . 2 5 3 6 0 . 7 9 8 : 1 2:1 4 :1 0 .0 3 8 0 .0 3 8 3 5 7 . 0 0 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7517-JAN-2014 12:41R:\Roadway\XSC\B5151_Rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 355 3 5 5 360 3 6 0 365 3 6 5 350 3 5 0 1 3 + 0 0 . 0 0 350 3 5 0 355 3 5 5 360 3 6 0 365 3 6 5 345 3 4 5 1 3 + 5 0 . 0 0 345 3 4 5 350 3 5 0 355 3 5 5 360 3 6 0 340 3 4 0 1 4 + 0 0 . 0 0 350 3 5 0 355 3 5 5 360 3 6 0 345 3 4 5 1 4 + 5 0 . 0 0 X - 2 B - 5 1 5 1 - L - 2 . 5 5 3 5 6 . 7 2 2:1 3 :1 0 .0 4 0 0 .0 4 0 3 5 2 . 5 0 4 % D R I V E W A Y 3 5 2 . 6 3 2:1 8 : 1 0 .0 4 0 0 .0 4 0 355.50 3 4 9 . 0 0 2:1 3 4 7 . 7 4 0 .0 4 0 0 .0 4 0 3 5 5 . 1 2 0 .0 4 0 0 .0 4 0 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7517-JAN-2014 12:41R:\Roadway\XSC\B5151_Rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 350 3 5 0 355 3 5 5 360 3 6 0 345 3 4 5 1 5 + 0 0 . 0 0 350 3 5 0 355 3 5 5 360 3 6 0 345 3 4 5 1 5 + 5 0 . 0 0 355 3 5 5 360 3 6 0 365 3 6 5 350 3 5 0 1 6 + 0 0 . 0 0 355 3 5 5 360 3 6 0 365 3 6 5 370 3 7 0 1 6 + 5 0 . 0 0 X - 3 B - 5 1 5 1 - L - 2 . 5 5 3 5 5 . 0 6 3: 1 0 .0 4 0 0 .0 4 0 3 .5 0 :1 2:1 3 4 9 . 1 0 3 5 5 . 3 8 4 : 1 2:1 4 :1 0 .0 4 0 0 .0 4 0 3 4 9 . 7 0 3 5 6 . 0 8 4 :1 4 : 1 0 .0 4 0 0 .0 4 0 3 5 7 . 1 7 4 : 1 0 .0 4 0 0 .0 4 0 2 .8 :1 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7517-JAN-2014 12:41R:\Roadway\XSC\B5151_Rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 360 3 6 0 365 3 6 5 370 3 7 0 375 3 7 5 355 3 5 5 1 7 + 0 0 . 0 0 360 3 6 0 365 3 6 5 370 3 7 0 375 3 7 5 1 7 + 5 0 . 0 0 360 3 6 0 365 3 6 5 370 3 7 0 375 3 7 5 1 8 + 0 0 . 0 0 365 3 6 5 370 3 7 0 375 3 7 5 360 3 6 0 1 8 + 5 0 . 0 0 X - 4 B - 5 1 5 1 - L - 2 . 5 5 3 5 9 . 0 4 2:1 4 :1 4 : 1 0 .0 4 0 0 .0 4 0 3 5 7 . 4 0 3 6 1 . 1 8 4 :1 2:1 4 : 1 0 . 0 3 6 0 . 0 3 4 3 5 9 . 4 0 3 6 3 . 1 7 2:1 3 :1 4 : 1 0 . 0 2 0 0 . 0 1 1 3 6 1 . 4 0 3 6 5 . 1 3