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HomeMy WebLinkAbout20120040 Ver 1_B-3680 Aberdeen Creek As-Built Plans_20151028B-3680 B - 3 6 8 0 8 . 1 5 6 0 7 0 1 B R S T P - 1 5 ( 1 1 ) VICINITY MAP 33 2 2 2 . 1 . 1 1 M O O R E C O U N T Y 15501 ABERDEEN - L- -Y1- -Y2- WESTERN RAILROAD ABERDEEN CAROLINA & U S 1 5 - 5 0 1 US 1 NC 211 -Y2- POC 19+35 . 7 1 END CONSTRUCTIO N -Y2- POT 10+78.0 0 BEGIN CONSTRU C T I O N AVE SAUNDERS EAST TO ROCKINGHAM TO SOUTHERN PINES - Y 1 - P O T 1 4 + 3 2 . 0 0 E N D C O N S T R U C T I O N T O L A U R I N B U R G TO RAEFORD NC GRID 211 5 5 H H HFF SFAberdeen20652065213420632063206320722073206620662067 20602055206421251166116711081149111211111112110820741107CSXCITYLIMIT2068(5dR WESTERN RR CAROLINA &ABERDEEN & ROCKFISH RR CITYLIMIT(211 TransportationTransportationCSXB-3680 PROJECT BEGINB-3680 PROJECT END L E N G T H O F R O A D W A Y = L E N G T H O F S T R U C T U R E = T O T A L L E N G T H O F P R O J E C T = 2012203217,16023,5605511501074 0 . 4 4 7 M I L E S D A V I D L . W I L V E R , P E 5050000100100505025251055 N O V E M B E R 2 1 , 2 0 0 7 NCDOT CONTACT: B.D. TAYLOR, P.E.1107 TO MILEPOST 230 R R M I L E P O S T 2 2 9 TO MILEPOST 228 CSX TRANSPORTATION - L - P O T 1 7 + 4 5 . 6 7 B E G I N B R I D G E BEGIN TIP PROJECT B-3680 -L- STA 9+97.26 E N D T I P P R O J E C T B - 3 6 8 0 - L - S T A 3 3 + 5 7 . 4 2 N C G R ID URBAN ARTERIAL P . E . 4 5 ABERDEENCREEK (56) ( 5 7 ) (58) - L - P O T 2 3 + 4 5 . 7 3 - Y 1 - P O T 1 0 + 0 0 . 0 0 CITY LIMITS 33 2 2 2 . 2 . 1 B R S T P - 1 5 ( 1 1 ) R O W & U T I L . N A D 83/95 N AD 83/95 B R I D G E N O . 2 O V E R C S X T R A N S P O R T A T I O N O N U S 1 5 / 5 0 1 L O C A T I O N : 33 2 2 2 . 3 . 1 B R S T P - 1 5 ( 2 5 ) C O N S T R U C T I O N REGIONAL TIER J U N E 1 9 , 2 0 1 2 S I G N A L , S T R U C T U R E , & C U L V E R T G R A D I N G , P A V I N G , D R A I N A G E , 2@12x11 RCBC 4@ 12x11 R CBC - L - P O T S t a . 1 3 + 5 0 . 5 0 - L - P O T S t a . 1 4 + 3 8 . 6 4 - L - P O T 1 9 + 5 8 . 1 7 E N D B R I D G E J . M A T T H E W P I C K E N S , P E C202231 0 . 0 4 0 M I L E S 0 . 4 0 7 M I L E S * A S - B U I L T P L A N S $TIM E$$DATE$$FILE$DATE:FILE: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 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 : 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) 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 See Sheet 1-A For Index of SheetsCONTRACT:TIP PROJECT: ADTADTDHV%%MPH % *======DTV W I L B U R S M I T H A S S O C I A T E S H Y D R A U L I C S E N G I N E E R S I G N A T U R E : P . E . S I G N A T U R E : P . E . 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 DEPARTMENT O F T R A N S P OR T A T IO N S TATE O F N O R T H C AROLINA P . E . S T A T E H I G H W A Y D E S I G N E N G I N E E R R A L E I G H , N C 2 7 6 0 1 4 2 1 F A Y E T T E V I L L E S T R E E T * ( TTST %+DUAL %) S L E A 1 9 0 2 6 NOR T H C AROL INA PR O F E S S IONAL EN G IN E E R DAV ID L . WI L VE R R.J R AINSL L H T OR L R O C A R OF E S S IO N 9 3 3 4 GENRE I N E W Y NEH W. S E A L P NAL E R O A D W A Y D E S I G N E N G I N E E R 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 H H HFF S ABERDEENPOP. 3,748FAberdeen20652065213420632063206320722073206620662067 2083 2060205520642125116611671108114911121111111211082074110711072182TransportationCSXCITYLIMIT%15501 2068%1 (211 (5 (5(5dRAnd WESTERN RR CAROLINA &ABERDEEN & ROCKFISH RRCITYLIMIT(211CAT-1CULVERT #24 - 8’ X 11’ CONC BARRELS 4’ WW 1 SBW D Ly 80 p�T t0.0#0./30• j -Yew W BEOIN-60NSMROCT/ON„ -W "LAN Slo../11+78130` LT 310. I1+29.68'712'' J.P. SHAMBURGER PROPERTY LINE FOLLOWS CENTERLINE 6t OF ABERDEEN CREEK Q GIN CONSTRUCTION SB LANES POT SIo.14+20.40 RT -Y2- TRAFFIC DIAGRAM 30358 14920 20120 17160 23560 US 2220 15-501 3420 17658 ADT 2012 23578 US 1 ADT 2032 40278 TIERED TREES PENTECOSTALHOLINESS CHURCH, INC.\ 0 6131326 PG qi REMOVE EXISTING C&G ISLAND ss oI 1 CONC WW (END BURIED) 15' -NE CWMtY iE•Ep EASDExI 4B' RCP ss H3T'08 23'W 262.93' EDGEWATER DR. (UNOPENED) N31'011'2341 190.36. BEGIN CONSTRUCTION BEGIN STATE PROJECT B-3680 POT 9+9726 -L- = moos POC 18+10.64 -Y2- EXISTING WOODS > J.P. SHAMBURGER m END CONSTRUCTION POC /91-357/ -Y2- EXISTING i 4' MONOLITHIC / ISLAND +94.21 3.68 LT \� TYPICAL SECTION A -A INLET CHANNEL (CULV #1) LOOKING DOWNSTREAM NG_ 1 24 —� 49' 20 40 60 TYPICAL SECTION C-C OUTLET CHANNEL LOOKING DOWNSTREAM 1 J 320 310 CL I RIP RAP — W.- Woaos I..W REMOVE 1 CAT-1 REMOV 1 TN / L RIP RAP 115 SY to l CON END BURIE011°-° ey� T • I Type BAS •-- NNEL DDET�. 80 15 BLK BUS • INVESTMENL TBUS.J • .D� 1 W?0'442 -23.33 9 .98' 54SW - Pri5° N42'3\ 203$9' SaL \ N ,43.W_1— 8 E/\ L \ f.A GRW CONC ?PO..-\\f%9\Yh (\� 00 JANET O. ROBERTSON GB 767 PG 472 MB 2A PG Q9 0 O• .'\, y A. h0 , _ - \RETAIN -*1 1 RASS \1 \ 00o w 51106 - GRASS 15 F BUS PWEMENT *T.-- .' BASE. CHANNEL DDE=620.,Y T +50 - - sT Sl. I4+ TYPICAL SECTION B-B INLET CHANNEL (CULV #21 LOOKING DOWNSTREAM LIG - \ l IIr\I I/ 12' F 24' {{ 20 40 60 80 320 310 -L- PROFILE SEE SHEET 6 -Y2- PROFILE SEE SHEET 7 -L- X-SECTIONS SEE SHEET X-2 & X-3 -Y2- X-SECTIONS SEE SHEET X-13 THRU X 16 SEE SHEET 5-1 THRU S- FOR STRUCTURE PLAN FROM STA. 11+25 TO STA 13+87 -L- RT WETLAND RESTORATION AREA 1.67 ACRES TEMPORARY WETLAND IMPACTS 0.05 ACRE, w W \ \ .W9ODS\.. URAL L.]Zr RIGHT \ \ i CB CONC WW s 1. \ \ \ f<, \ \\ \ POT \Sto.10+00 4�1 pmn& \ +05.95 \ 156.00' LT PROJECT REFERENCE NO. SHEET NO. B-3680 4 P,W SHEET NO. ROADWAY DESIGN ENGINE ,R I SEAL 19026 ,,/,,..�:� HYDRAULICS ENGINEER d SEAL: 9334 %two„' .=a;�... Wilbur5m11 nAxgx,xy.lrsa, SUNGATE DESIGN GROUP, PA *AS -BUILT PLANS TAI 1 LATERAL BASE DITCH /Not to Soab1 o Lal MIn.D' L5Ft. B. 2.0Ft. b' 5.0Ft. FW 5,00e FROM STA. 18+90 TO STA. 21+50 -L- LT. \ PAVEMENT -3y TOWN OF ABERDEEN OB 1395 PG 93 \� ' \ PB9PG83 \s 2' LATERAL`B@SE DITCH fA 18.90 TO 21.50 -.- LT -/- GRasSSEE DETAZ 1 k k� k DER F .M END' TO - A 23.45 / +00.00 GU SLAB 56.00' LT \ CONC EXISTING R/W r Z&.,? /44'wV GROUND 4� 1 `,' EX. RAW 0 2rTTNsNCL 'B' 1 6 s °IAua y' J.P. SHAMBURGER , OB 24 LATERAL 'V' DITCH 1 r c4 39 STA 11.25 TO STA 13.87 -L- RT j 54(S045 92.92: SEE DETAIL •3 • LOUISE STYERS WICKER '. DO 1244 PG 536 30 MB 21 PG It9x'EWENT WOODS 2 TN RIP RAP 6 5Y FF CL I0LIP +H7VTON' +/-170 F/QcD•1 PCRACTFW ONWELING T LIN 5 CENT EEN CR 195.00 CB, T5' W/2.ELBOWS .S 11P xqp" Sr TF„ TRACT. N0.1 v5D:00., 199.00• 22..BAS9"CHANNEL BDE-.970 CY W;. ( +24.4 -• +. WI 135.00 W ors , P1 Sid 15+16.37.J = 15' 46( 35.9' MT D = r27'01..9'1 L = 1,087.65' T = 54729' R = 3.950.0 Y SE= .03 RO= 120 OS= 50m'h . 50.00 190.0D E C - 8 / C O N S T . 4 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 . B - 3 6 8 0 1 . 6 7 A C R E S W E T L A N D R E F O R E S T A T I O N 400 SY L I V E S T A K I N G ( O N T H E S T R E A M B A N K S ) WETLAND A N D S T R E A M R E S T O R A T I O N 15 1 5 - L - C O N S E R V A T I O N A R E A 3 5 ’ X 3 5 0 ’ F F F F F F F F C C C C F F G R A D E T O D R A I N SEE RF - 1 , R F - 2 A N D P R O J E C T S P E C I A L P R O V I S I O N S N A D 8 3 N C G RI D 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 . HEALING IN D I B B L E P L A N T I N G M E T H O D f i r m i n g s o i l a t t o p . 5 . P u s h h a n d l e f o r w a r d P L A N T I N G N O T E S : N. C . D . O . T . - R O A D S I D E E N V I R O N M E N T A L U N I T protected area.1. Locate a healing-in site in a shady, well the root collar is at ground level. against the sloping end so that 4. Place a single layer of plants as necessary and water thoroughly.6. Repeat layers of plants and sawdust c o r r e c t d e p t h . a n d p l a c e s e e d l i n g a t 2 . R e m o v e p l a n t i n g b a r U S I N G T H E K B C P L A N T I N G B A R SEEDLING / LINER BAREROOT P L A N T I N G D E T A I L PLANTING DET A I L S toward planter. as shown and pul l h a n d l e 1. Insert planting b a r ro o t s y s t e m s f r o m d r y i n g . co n t a i n e r t o p r e v e n t t h e ca n v a s b a g o r s i m i l a r sh a l l b e k e p t i n a m o i s t Du r i n g p l a n t i n g , s e e d l i n g s PL A N T I N G B A G soil at bottom. toward planter, f i r m i n g 4. Pull handle of b a r t h o r o u g h l y . h o l e o p e n . W a t e r 6 . L e a v e c o m p a c t i o n 1 2 i n - 1 8 i n B R 1 2 i n - 1 8 i n B R 1 2 i n - 1 8 i n B R 1 2 i n - 1 8 i n B R D E T A I L S H E E T W E T L A N D R E F O R E S T A T I O N W E T L A N D R E F O R E S T A T I O N W E T L A N D R E F O R E S T A T I O N S E E P L A N S H E E T S F O R A R E A S T O B E P L A N T E D 12 inches deep and provide drainage.2. Excavate a flat bottom trench a sloping angle. sawdust over the roots maintaining 5. Place a 2 inch layer of well rotted at one end of the trench. well rotted sawdust at a sloping angle rotted sawdust. Place a 2 inch layer of 3. Backfill the trench with 2 inches well 2 i n c h f r o m s e e d l i n g . 2 i n c h e s t o w a r d p l a n t e r 3 . I n s e r t p l a n t i n g b a r 1 i n c h t h i c k a t c e n t e r . 4 i n c h e s w i d e a n d be 1 2 i n c h e s l o n g , cr o s s s e c t i o n , a n d s h a l l bl a d e w i t h a t r i a n g u l a r Pl a n t i n g b a r s h a l l h a v e a KB C P L A N T I N G B A R ro o t c o l l a r . 10 i n c h e s b e l o w t h e no r o o t s e x t e n d m o r e t h a n pr u n e d , i f n e c e s s a r y , s o t h a t A l l s e e d l i n g s s h a l l b e r o o t RO O T P R U N I N G S P A C I N G , A V E R A G I N G 8 F T . O N C E N T E R , A P P R O X I M A T E L Y 6 8 0 P L A N T S P E R A C R E . W E T L A N D R E F O R E S T A T I O N S H A L L B E P L A N T E D 6 F T . T O 1 0 F T . O N C E N T E R , R A N D O M B - 3 6 8 0 R F - 1 2 5 % B E T U L A N I G R A 2 5 % F R A X I N U S P E N N S Y L V A N I C A 2 5 % P L A T A N U S O C C I D E N T A L I S 2 5 % Q U E R C U S N I G R A M I X T U R E , T Y P E , S I Z E , A N D F U R N I S H S H A L L C O N F O R M T O T H E F O L L O W I N G : R I V E R B I R C H G R E E N A S H A M E R I C A N S Y C A M O R E W A T E R O A K 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 . R F - 2 S E E P L A N S H E E T S F O R A R E A S T O B E P L A N T E D D I B B L E P L A N T I N G M E T H O D f i r m i n g s o i l a t t o p . 5 . P u s h h a n d l e f o r w a r d P L A N T I N G N O T E S : N. C . D . O . T . - R O A D S I D E E N V I R O N M E N T A L U N I T c o r r e c t d e p t h . a n d p l a c e s e e d l i n g a t 2 . R e m o v e p l a n t i n g b a r U S I N G T H E K B C P L A N T I N G B A R PLANTING DET A I L S M I X T U R E , T Y P E , S I Z E , A N D F U R N I S H S H A L L C O N F O R M T O T H E F O L L O W I N G : toward p l a n t e r . as show n a n d p u l l h a n d l e 1. Inser t p l a n t i n g b a r r o o t s y s t e m s f r o m d r y i n g . c o n t a i n e r t o p r e v e n t t h e c a n v a s b a g o r s i m i l a r s h a l l b e k e p t i n a m o i s t D u r i n g p l a n t i n g , s e e d l i n g s P L A N T I N G B A G soil a t b o t t o m . towar d p l a n t e r , f i r m i n g 4. Pull h a n d l e o f b a r t h o r o u g h l y . h o l e o p e n . W a t e r 6 . L e a v e c o m p a c t i o n P A I D F O R A S " S T R E A M B A N K R E F O R E S T A T I O N " N O T E : T Y P E 1 A N D T Y P E 2 S T R E A M B A N K R E F O R E S T A T I O N S H A L L B E S T R E A M B A N K R E F O R E S T A T I O N T Y P E 1 5 0 % C O R N U S A M O M U M 5 0 % S A L I X N I G R A S I L K Y D O G W O O D B L A C K W I L L O W T Y P E I I T Y P E I F T . S T R E A M S T R E A M B A N K R E F O R E S T A T I O N T Y P I C A L 8 F T . 4 f r o m s e e d l i n g . 2 i n c h e s t o w a r d p l a n t e r 3 . I n s e r t p l a n t i n g b a r 1 i n c h t h i c k a t c e n t e r . 4 i n c h e s w i d e a n d b e 1 2 i n c h e s l o n g , c r o s s s e c t i o n , a n d s h a l l b l a d e w i t h a t r i a n g u l a r P l a n t i n g b a r s h a l l h a v e a K B C P L A N T I N G B A R r o o t c o l l a r . 1 0 i n c h e s b e l o w t h e n o r o o t s e x t e n d m o r e t h a n p r u n e d , i f n e c e s s a r y , s o t h a t A l l s e e d l i n g s s h a l l b e r o o t R O O T P R U N I N G 2 i n c h B A R E R O O T P L A N T I N G D E T A I L LIVE STAKES PLANTING DETAILBUDS (FACING UPWARD)ANGLE CUT 30-45 SQUARE CUTGROUNDEXISTING/PROPOSED LIVE STAKESBANK STABILIZATION WITH LIVE STAKES LIVE STAKE COIR FIBER MAT (1/2"-2" DIAMETER)LIVE CUTTING2 - 3 Feet 2 f t - 3 f t L I V E S T A K E S 2 f t - 3 f t L I V E S T A K E S STREAMBED EXISTING/PROPOSED D E T A I L S H E E T 1 O F 2 S T R E A M B A N K R E F O R E S T A T I O N A P P R O X I M A T E L Y 2 7 2 4 P L A N T S P E R A C R E . O N C E N T E R , R A N D O M S P A C I N G , A V E R A G I N G 4 F T . O N C E N T E R , T Y P E 1 S T R E A M B A N K R E F O R E S T A T I O N S H A L L B E P L A N T E D 3 F T . T O 5 F T . A P P R O X I M A T E L Y 6 8 0 P L A N T S P E R A C R E . O N C E N T E R , R A N D O M S P A C I N G , A V E R A G I N G 8 F T . O N C E N T E R , T Y P E 2 S T R E A M B A N K R E F O R E S T A T I O N S H A L L B E P L A N T E D 6 F T . T O 1 0 F T . OF LIVE STAKE IS WITHIN GROUND LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY ON CENTER LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET NOTE: B - 3 6 8 0 N O T E : F O R T Y P E 2 S P E C I E S C O M P O S I T I O N , S E E R F - 1 W E T L A N D R E F O R E S T A T I O N D E T A I L S H E E T 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 . R F - 3 N. C . D . O . T . - R O A D S I D E E N V I R O N M E N T A L U N I T D E T A I L S H E E T 2 O F 2 S T R E A M B A N K R E F O R E S T A T I O N R E I N F O R C E M E N T B A R # 1 0 S T E E L 1 2 " 1 " 2 4 " 4 " 1 " S T A P L E 1 " ( n o m i n a l ) D I A M E T E R B E N D 4 " W O O D E N S T A K E 2 " x 2 " ( n o m i n a l ) B A C K F I L L MATTING COIR FIBER G R O U N D E X I S T I N G F L O O D P L A I N / TO NWSEL EXTEND MATTING OF FLOW DIRECTION IN TRENCH MATTING A N D B A C K F I L L E D P L A C E D I N T R E N C H M A T T I N G S H A L L B E COIR FIBER M A T T I N G D E T A I L A N C H O R O P T I O N S PLAN V I E W TYPICA L C R O S S S E C T I O N N O T T O S C A L E STREAM BED { O N 1 ’ C E N T E R S A N C H O R T R E N C H O N 1 ’ C E N T E R S A N C H O R O V E R L A P 3 ’ C E N T E R S A N C H O R S O N 6 " O V E R L A Y ( M I N ) ( T Y P ) 1 8 " 3’ CENTERS ANCHORS ON 6 " M I N I N T R E N C H 1 ’ C E N T E R S A N C H O R S O N 1 2 - 2 4 " 1 - 2 " 1 - 2 " 1 ’ C E N T E R S A N C H O R S O N 1 ’ C E N T E R S A N C H O R S O N 1’ CENTERS ANCHORS ON B - 3 6 8 0 . .. 3T15t.■Lti■LL',L+2.IIW13EMIdGL7L5 PROJ. REFERENCE NO. IMIEEMOM TOTAL SHEETS B-3680 •' i9