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Home My WebLink AboutUS 701 (8)H►t,.;t INN' iIV Ston1 vwdtcr (Version 1.2; Released July 2012) North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS =' Project /TIP No.: R -4903 (40226.1.1 ) County(ies): Bladen Page 1 of 1 General Project Information Project No.: R -4903 40226.1.1 Project Type: Roadway Relocation Date: 9/16/2013 NCDOT Contact: Bill Elam Contractor / Designer: Address: 1020 Birch Ridge Road Raleigh, NC 27610 Address: Phone: 919 - 707 -6718 Phone: Email: belam @ncdot.gov Email: City/Town: Elizabethtown County(ies): Bladen River Basin(s): Cape Fear CAMA County? I No Primary Receiving Water: Browns Creek NCDWQ Stream Index No.: 18 -45 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: Other Stream Classification: 303(d ) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 1.108 miles Surrounding Land Use: Rural farmland Some urban development Proposed Project Existing Site Project Built -Upon Area ac. 18.52 ac. 10.16 ac. Typical Cross Section Description: NC 87 Bypass will have two 12' lanes with a 4' paved shoulder. US 701 will have three 12' lanes or two 12' lanes with a 17.5 raised median and 4' paved shoulders. NC 87 Bypass is a four lane facility with 12' lanes and 56' wide median. two 12' lanes. US 701 has Average Daily Traffic (veh /hr /day): Design/Future: 2014/2034 11700/17600 Existing: 9400 General Project Narrative: This project involves making an at grade interchange between NC 87 Bypass and US 701 and interchange. The project also replaces an existing 47' bridge with a three span 105' prestressed girder bridge over Browns Creek. Grass shoulders and the grass median will provide infiltration. The side slopes of the ditches are 4:1 or flatter for most of the ditches. Replacing the existing bridge with a larger bridge will result in lower velocities. References I a� 3 I E 2 I M O 01- IRt N a o a a� E o '> w -6,4 I � V) w LU CL LL N W Q u�-Yw 4- v IEIL:� O N w v N >, w w _Ile =w�� E a 0 o� h U O P" H U O U See Sheet I -A For Index of Sheets See Sheet I -B For Conventional Symbols See Sheets l -C and I -D for Survey Control Sheets BEGIN TIP PROJECT R -L- STA 16 +60.00 NOTES: C�ARKTON TO . PORTION OF THIS PROJECT IS CONTROLLED ACCESS. ME'll ME` ff LOCATION. NORTH CAROLINA Im 701 INTERSECTION BEGIN CONSTRUCTION -YO1- STA 25+00.00 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED 3. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY. METHOD SURF L l V TER END CONSTRUCTION 1 0 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. R -4903 I STATE PROJ. NO. F. A. PROD. NO. DESCRIPTION 40226.1.1 NHF- 87(15) P. E. PLANS 50 25 0 50 100 RIGHT OF WAY DATE. SEPTEMBER 20 2013 � P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. SIGNATURE: PROFILE HORIZONTAL (HORIZONTAL) 10 5 0 10 20 PROJECT ENGINEER SUSAN C. LANCASTER, PE LETTING DATE: DECEMBER 16, 2014 PROJECT DESIGN ENGINEER ---- - - - - -- ----- - - - - -- ----- - - - - -- PROFILE (VERTICAL) jo�gEjNT0�N Eu END TIP PROJECT R �L- STA 75 +10.00 GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT 2014 = 11,700 ADT 2034 = 17,600 K = 11 % D = 60 % = ° * T 14 /° V = 50 MPH * TTST = 9% DUAL 5% FUNC CLASS = RURAL MINOR ARTERIAL REGIONAL TIER PROJECT LENGTH LENGTH OF ROADWAY TIP PROJECT R -4903 = 1.088 MILES LENGTH OF STRUCTURE TIP PROJECT R -4903 = 0.020 MILES TOTAL LENGTH OF TIP PROJECT R -4903 = 1.108 MILES Prepared in the Office of: DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh, NC 27610 HYDRAULICS ENGINEER - - - - -- ooh moor Q�g �p �Qo Q a a � �c�p oOQQQ ©� ��p��Q 2012 STANDARD SPECIFICATIONS GARY LOVERING, PE PLANS 50 25 0 50 100 RIGHT OF WAY DATE. SEPTEMBER 20 2013 � P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. SIGNATURE: PROFILE HORIZONTAL (HORIZONTAL) 10 5 0 10 20 PROJECT ENGINEER SUSAN C. LANCASTER, PE LETTING DATE: DECEMBER 16, 2014 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) N O Lu w 6 0- co N a i 3 E Q� a, 61 � C LLI LLI a � o � a {� z ff} L O N-af E / \ �a , \ � PROJECT REFERENCE NO. a \ \ llm R -4903 / V � /� �� v_ RAW SHEET NO. ROADWAY DESIGN ENGINEER GIJ 741 \ SHEET NO. _4 HYDRAULICS ENGINEER INCOMPLE IFE PLANS DO NOT USE 1FOR /W ACQUISITION PR®LIMINCONSTRUCTION Y Pe IS NOT USE O s„ PERMIT DRAWING J k 7 c MEET 3 OF 30 � � \ � • 1 � � � CLARK BROTHERS LLC, � � � � � \ CLASS B RI s Rip Rap r �/ 3 Ton Yds „6- 0 Sq• \. k O / / \ �� J \ atext le�- \ ti \A — VA- �-7 � / N i 317 , � g e \ Lu \ s - — — _WL _ — — —WLLB , �\ — - -_ — — — — sue• , / / C� \� / / W �nal L�''S� EXISG R/W //T'��J / Lu VIU4�.T Oig`t XIS QadW .. — — -zl S OCSs @Ct1A S 15" RCP — M O _ 123 f � r J / — — — s'-- .,nom � -srr •— `\ — — -e11— \ �� — — - slij`— — - M % NC HWY 70/ 28' BST —�— _ � n — — -- M - —Cn� y,l ` r4 zr eq \ - p K12 — - - -- —n5- M M —_Its - — — — —� — — —115— — = �`_ — -- --v�F �. ° c D` , ^ _ T V i 30' INC � IF r � HE 1 04 WL�— its - - ° -W LW�_g ll3- 1 �� / -___ -' I ) it ��, - -,._/ �� C '•-1-•- I I W L � \��/ // 77, C C — W T- CLAS� RIP ' ------------ Z RAP I \ � . 3 Tons Rip Rap �EE DETAIL D J EXIST. \ / 1 10 Sq. Yds 75' / �° / \ �, Geotextile A \ \ +01.95 CLASS B RIP RAP I I \ \ 75' S Tons 14 sq. yds r I V Geotextile \ \ _ f I v -- I \ \ �N, v SITE 1 \V CLARK BROTHERS LLC,_ n \ � II � \ v � v V L/� \ �,D ETAI L DT \ \ SPE�L 'UT D7CH \5. �, Not to Scaled \ 25' 0' 25' Front f of Ditch T l \ Not ral � -� ,�gt ,.Slope � _ /� � Grou d J. o � FVo� SCALE I"=25' r ep \ \ / Min. D= Variable � F F DENOTES FILL IN FROM STA. 23 +58 TO STA. 27 +50 -L- Rt WETLAND \ \ \�� DENOTES HAND CLEARING c a, v N CL i CL x i 2 i M O 0� $Fr i N C 44 3 a c O L_ z W LLI LU �L-YT ��-L v_ >- 4 7 Ul) {f? LLI M a {j} -6'} U) 14, g 0 Ce -0� -cam 150 140 1 0 Id, 0 1,10 100 90 80 70 60 50 40 30 20 10 1 D 20 30 40 50 60 70 80 90 100 0 PROD. REFERENCE NO. imAhuill R -4903 SHEET NO. X -3 110 1 0 1 0 1 0 11,10 PERMIT DRAWING SHEET OF m —_ — -- 0.020 0.020 — — — — — — — — — — — — - -- --- - - --- - -- - - - --- -- - -_ 22+10.00 /p 0.020 0.020 //0 — — — — — — — — — — — — — — - - -- -- — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — - //0 119.07 -4- 1;0.00 —_ - -- - -- 6 ;1 - -- no.O 0 0.020 3. m -------------------- ----------------------- 4-*5 -- — —0 119.72 21 /190 1 0-020 0,020 i 1120 - — — — — — — — --- — — — — — — — — — -- -- 119.34 — — — — 3:I — — — — — — — - — — — — — — — -- 6.1 — — — 0_020 0.020 3. 118.94 — 20+00.00 /po — — //0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — b�l -- -- - U.UZU —_ 3'I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - //0 -- 19 + A;0 — -- 00 b ;l — — 0_020 0.020 — — 4. 117 — Qj -- -- - - - - -- -- - - - - -- — — — — -- -- �`— - - -- - - - - - -- 19+ 0.00 - -- - -- — — — — - -- — — — — - -- — — — — -- - - - - -- -- - - - - -- — — — — -- 140 110 140 140 110 1 0 0 0 0 0 50 0 30 20 1p T 1p 20 30 40 50 60 0 0 0 1 0 110 140 140 110 140 N 00 Lo CL 0 x Cl) O Ol / {4 N 104 cm •3 � a � i £4 0 C3 E O L z LD c O w { f4 N f4 {{} ffl w {{} W !CLU jL � 4} Q •��{flW L 7 V -(4 W M_ y x104 O } / � k4 07 a d -6� -�4 150 140 1 0 1 0 1,10 100 90 0 0 60 50 0 30 20 1 1 20 30 0 50 60 0 0 90 100 0 PROD. REFERENCE NO. R -4903 SHEET NO. X -33 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 9 OF 30 0 020 0.0 1,10 _ •� ^1 199 99 - - - - - -- _ -- — 124.66 EL =120.8 5 42+00.00 - -- _ - -- - -- 0.020 0.020 4 .� EL =120.8 12E.24 41 + 0.00 123.16 — — - -- — -- — -- - - - - -- - - -- — - - -- - -- //5 - -- - - -- - -- - - ---- - -- — — — — -- - - - - -- — — — — - -,� - - -- --A1 — -- 0.020 - -- 0.02 4.77 --- — — - -- EL 120.9 2 41+00.00 .020 0.00 EL 120.9 5 124.53 — — — — — — — — — EL 120.00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1190 - -- --- - - --- - -- --- —.---- -- - - - - -- — � - -- — 4 -1 - - -- - -- 0.020 0.013 4 7 •1 _ - -- — — — — 1190 - -- M' .32 EL =120.9 40+ 0.00 EL =12 .00 - -- - - -- - -- - - -- ��— -- - -- - -- - - -- -- 3� -- — -- - - -- - -- 0.031 - - -- 0.031 - - - - - -- 1 — _ -- - - - - -- -- - - - - -- — — — — - -- - - -- - -- EL 121.02 39 + -'50.00 EL= 20.00 /30 /30 - -- - - -- - -- - -- - - -_ - -- -- - - - - -- - - -- - -- 3:I — -- -- - - -- - -- 0.050 - - -- 0.050 - -- - - -- -- 4:1 --- 3� - - -- - -- - - -- - - - - - - - -- -- - -- - -- - - -- --- r EL = 121.06 39+00.00 EL 120.00 lo 1 0 110 1 0 110 1 0 90 80 0 0 50 40 30 20 1 / 1 20 30 10 50 60 0 0 90 140 110 1 0 110 140 1 0 V) O w a *k�exrslnxca. JOYCE DONLESS / \��: s O \ 1 j /-7z- LICE JILL BUTLER \ GPI/ C A S AMU L LEAKE.JR 000 \ C CLARK BROTHERS LLC. BEGIN CONSTRUCTION WEST BOUND LANES \ q -YO2- STA 266 +50.00 r 5 X I \\ \ ^`^ WOODS F - RM C STANDARD I'V' DITCH c„ � - ANTH D. AKE v INOI IO 6<plel '51,19 Nalu Nolurol \ /// • \ \ O / V Graun Groond L F °:ro D got 51.19 -L- T e, �FFr<ot TE6UA FENCE PD- POT Sto. 99037Rh�`E \ \\ SHARON L JONES D= 1.0 Ff. , INSIDE LOOP B TO EXISTING FENCE - POT Sto.508, J \ \/ +00.70 QO / Grade to Drain 10 18" RCP E / �\ Under Y2 Q \ \ F DETAIL C O 06.89• 125' .49 cR 2GI A� \ \\ \ \ F LATERALo BASE DITCH \\ \ \ V on +46.21 ^k Q \ � b / 0616 \ \ • 110' [�7 WOODS N oo� D , hf. siop. a \ \ d C/ ?0' 2GI W -J dle. B D 063 \ \ \ \ \ \ Fpbdc Min. D= 1.5 H. B X INC N \\ \ \ Max. 2. F,.5 F. -LPD- POT B= 2.0 Sto 19+1k.55 = L /� 2GI \ \ b= 2.0 Ft. .00 p \ N \ \ \ \ Type of Liner= Class IRip -Rap -L- POT $ .5/+ FROM STA.284 +00 TO STA. 285 +50 -Y2- Rt C O p DI \ • • SITE 3 0618 \ CON� qs� 710' C o611cg p� 'y C HT r O / / \ \\ \ \\ \ \ p RCP-IV 0610 cB p \ _ C �O OPHELIA THOMPSON Adjust 2GI \ �F \ ` C/ r�\ '%Q \ \ \\ 065 \\ \ \ \\ T. I RIP RAP Y 10 Rip Rap C \ C 10 Tons 23 Sq. Yds \ \ t \ \ \ \ ➢ C Bridge Deck Drains / / 1Q 's 0613 C Geo}extile \ \ \ at 12' Centers / / /�� cc 'PCp lk \ N \ n \ C Sta. 278 +53 to C Ot V �O 2 C \ \ \ \ \ 279 +09 -Y2- Lt 15 \ \ \ \ Sta. 279 +89 to / `J `O 60 RCP -IV / y- G \\ \ C 280 +50 -Y2- Lt \�\ C _ - \\ �\ \\ LASS B RIP P w0O0 �/ �> / / \ jP 1 Tons Rip Ra C/ S x / Q \ 1 w000s C\ \ i \ \ \\ \ \\ ¢ oe C 5 Sq. Yds Q O / \Q \ C J o, s. o RETAIN /\ C / C f \ \ 1 I ' \Rip \ \ 2% y 5� / � y ca RETAIN \ ✓S c \ �\ \ \\ \ \\ \ ¢ C 15" �I/ -LPD- ST Sto.IO +OODO = N C ti +17.98 1 I\ C\ p -w,M_ _ 1 \ \\ \\ \\ _ �P -w ohs C �0 / I -Y02- POC Sto.281 +5397 15 \\\ LASS B \ 0 \ \\ .Tons RiP Rap \ F _ i / i�\C $q. Yds F ✓S - \\ \ NC DOT woos 060 F Cl I C 54D0'LT 060/ \ ` V C wo s R / p lF CLA55 B RIP RAP C / 063 F A2GI \\ LC-1 (/0664 1 Tons Rip Rap /� � N 3y�O \ � t I \ F C T S BR'RIPRRAP f' aF A \F \ \ \ 01 5 Sq Yds \ / N \ 060 F \ \ `` Geotezt'le ``C 2GI _C- f -._ \ \NO \ \ . DOT ACK PILE e \ - - _ - -i .. .. C C /C \ / O ry TB 2GI 25 ` 064 A w '9G\ 065 110 / F p 060 I aq UA CE / �` \ \\ N�l \ \ \ rS1 \` O + o' \ \ •, 060 t . \ F 1. Q' `'`s� TO EX FENCE FENCE / 16 j \ \ \ M 7 U 35 2GI \ \ \ \ RiP wooD C '•, \ " RCP -IV w000s �a / 66 \ \ 110 // THE COUNTY OF BLADEN C 1' DOT STOCK PILE I I - / ��F O OQy/ C 0 \ \ F OT 2GI 065 C / \ D \ •�y, \ C/ CB rD \ N o 2 TJ'pE \ F �` C� N C \ BLA C L 'k4, 4 SEE DETAIL B / M ✓SO \\ REMOV a \Rip R \ \ /� G \ �- 6 \ NC \\ G ARD \ \ CWS$ 6 RIP ` O ;V C U \ \ \\ \ F p ,RAP 20 `� 'tip aS Lq ' \ \ -LPB- T Sto. 10 +0000 = ce 06 \\ ♦ My Br 2J \ \ \L \L \ \V \\ C 2 T -Rip Rap O GY O \ esr \ C `<\ SEE DETAIL E \ 7 Sq. Yds (7 \ -Y02- POC $10.277+4 \> \ �\ Gealezlile�� 15 �DF rG ti 54RT o G F \ \ \ \ \ \ 9B'WW F y ` 0621 S/o9% \\ \ \\ S \ \\ �'Q� �O O 110'80 -RMPD- \ EXIST. RW C 0�y ¢O oQ \\ \� 63 \ -!O• \ WOODS // -0 F \ \\ N�nYY 064 c B / t / / Q C'R40 �\ / Bridge Deck Drains at 12' Centers 063: {s. / / \ TO D C/ + Low Side of Super on Left F �\ _ G 4C / /n kq /N C St. 278 +45 to 279 +08 -Y2- Rt \ \�U 0 \\ o \ROR,4/ \ C REMOVE \ ,° �Cp ✓ � \ � p2 Sta. 279 +80 to 280 +42 -Y2- Rt �� \ +\ 2GI � / /v � W o * \ C/ / SEE DETAIL A \ \`F \\ \\ " �� \ 65 0 40, y \ R/p �p� \\`11� ♦ z\ \ /B W y �. //�/C. C 4Y • wi \ � \ O C / C4 �\ \ \\\\J \ \�\ ° CO SITE 2 \� ' \ \ �° p /� \\ Adjust 2GI O O ), \ �J. • \ Qp <� O 063 1 C SEE DETAIL C \ \ \\ J \ a x // o =� e " TIE C/A FENCE F \\ 65 !� oy\ 05'1 \ „y \ eo o/ ( /�\ p^' Ce 41 / TO EXISTING FENCE \ - -_ \\ F „` �. T \ q 0 / Y Y 1 C' --/ - RIP RAP F CAT 1 \ \ C WOODS / l ` \ \ \ X -X- w SEE DETAIL f C C �\ \\ / wOTE Tie Beg inning f Ditch \ / \ (� X- To Existing Ditch ✓ \ \ /. y0 )Sg 064 / C X X�X� / SEE DETAIL D C \\ 48- WW F 1 +77.02 E %arw v�� X- ��s M ^, 125' X O O 3 / _ � - X�.X .. 6•p- Q' 93'79. LPB- POT Sto.19 +8/.43 3GII DI z �� -L- POC Sto.41 +70DO �n1 062 .. 2 'V \ 062 0 r / L j \ 'WW $ O 0 +3, 6.44 -L- C\ 2GI C JS- WO eS t S8W i (� 3 +60.21 -RMPB- / o6z �� END CONSTRUCTION T BOUND LANES D 2 100' / / -RMPB- POT Sto.27 +4427 = O ti c c� 1 -Y02- STA 290 +4500 p ti ' +61.44 -RMPB- Q` -L- POC Sto.41 +46DO �G CLARK BROTHERS LLC. / ' 104.64' \I S TIE C/A FENCE / ryo- / BLADEN COUNTY 25 TO EXISTING FENCE C C/ /I +00.00 `I \ SCALE �/ `� DETAIL E DETAIL F STq DETAIL D TOE PROTECTION LATERAL'V' DITCH SPECIAL CUT DITCH TOE sane) INolm smiel I Nol to stole) 0. N From Fill VVVVX ,•A1. X SEE DETAIL A G,oed � pFwtsef sld�a caourMio b F�� Nrounl d D ' 61ape SO ear I-1 d S Min. D= Variable oF8 d= 2.0 H. Fpb�c Min. D= 1.5 Ft. F 6= Type f u Mox. d= 1.5 FT. F FROM STA. 288 +25 TO STA. 289 +00 -Y02- Rt Type of Liner= PSRM b= 5.0 Ff. SType of Liner= B Rig p /SI FROM STA. 287 +00 TO STA. 290 +00 -Y2- Lt FROM $TA. 287 +50 TO STA. 288 +25 -Y2- Rt FF FROM STA.12 +35 TO STA.13 +35 -RMPB- Rt Tie to Existing Ditch at287 +50 rs PROJECT REFERENCE NO. SHEET NO. R -4903 6 RNd SHEET NO. IOADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE DO NOT USE FOR E CLANS 0 W ACQUISITION PRELIMIN DO NOT USE FO RY [CLANS CONSTRUCTION I PERMIT DRAWING SHEET 10 OF 30 I E 1"=25' DENOTES FILL IN WETLAND ® DENOTES HAND CLEARING ®DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER GRAPHIC SCALE 0 25 0 0 100 0' 25' N Z O W °\ c ALICE .ILL''BUTLEIF Solt- c /41 so FF,. �i,00 cLUmTHERS LLC. J v o \\\ \ \ <.,�� , 9 I / ` a l \ ✓ W T C H _ \� DETAtS SITE 3 M E ST It\Ground WOODS] J", ,/ \ \> 0 , 1 s/r ^• � \ ��,\ e^ � \ \\ \ \ to o•v.c. � Mi 0= 7. ,,,;'\ TIEQC�A FENCE \ \ 5 in. D= P INS 1C de to Dfminto 18" RCP U Y2 FROM STA. 3 +50 TO ST7�j +50 -L- Rt � � � J •� �l � ' \�'` // \ \ I , � �e I ��j � �`� � 1 \� A \ � � � V ., v/ � � a9•�\ 51.9 � � e� �� D LL C �� KE °�7 -^�� A \.% A J I l \D= 1.5 Y: �{ /) - D � ( \�� 1 I J � � �r•6' 063 ` � `_ \� � \ \� \��\ -- �/' � � 1/1 � •� / "' 1.$$ F�. � � 1 / \L,PL/- T 5% /9'f �.JS - / � 061. \ ( / /\ \\ e 1 l �/ „\ \\ \ \\ ��_�� / _ 1 I we SneF =6.o• I° �B -'�.0 Ft. C Rip -Rap 28 O STA. 85 - �\ 1 .bb vv 611 eC C/ SIRI <A �� \ \ \ \ V A \ �� l / \ "Al \\ \\ Bridge Deck Drains / 3 ki_✓/ o /✓� 1 \ \ \\ \ at 12' Canters C Sta. Lt C/ -/ V / /„ � C 15'• b�✓ 4 w I /�/ \\\\ \ \\ \ \� \\ \\ � \J\ \ \/ 1 SStt 27A +B9�to 2eo °so -v2 Lt r/\0 °`� � c Al � , � $ - , .�ip�m Lt ,� \\\?a� 1 ° \\ \._, . \�- sro. lo+ \ \\ 02 ro. 2 /+5397 \I \� HC -1x or r11L v v ` �� io• - \w�� \ .,mod �� v v �%�,_ �\ ✓ f s ��- _ -,a, 9� � �� ' �� os I,�r \ �\ nn'`� \ � \• � \ \�..I— �N ��CL�SS �P P "'1 C / 3 f GIB \ \ � VI \\ \\ \\ \ � 64 � D S• / F r �~ ^�Jlr �/�{� /) \L�-✓ / I / ry \ X / Tons ip Rap B _ 3S \ \\ ,� \\ ' I c / / / - $ 1'�'� I /0,\ /�j /�/ ✓ / 1 `v' / 5 q. Vds h o o rv> _ D \ \\ C \. / /'�j �n?�\ \e / •/ / �' —u ✓/ \ Gmmrsdu6 I \ ( Tons Ri Rm f t �� RAU \� \ - a "� \ `L• 01 5 59e tileP .� �\ /S _ G 35 d ile C � \C C o°^' �� I oez / " \ rl\ "\ `�= � J " p w ohs 11 ' ?¢ C/ / - \ LAI THE fDL+arr- o�AOEN � ,v, � � �� 2 �� a �V \�� 'O •� vv� \ \v � \ �� 'vv�, �� //,% / / . / \ �\°� \\ Y C � \ \�N LY\ \e'� I� ( "1 � // � O V C... \\ \ \\ \ I ✓ \/ GI 065 SEE DETAIL V a� 1f•P _� \ \ \ -LPB- T Sta. /0 +00m C = ( \ _ \ �•\ x �`@ \�\, � � z, � � -Y02- POC Sto.277 +4 C \_ �\ �/ t ® / sR' °F r 540( RT o \ \ ._ � a � y" C -_. / 0621 s/O \ \\ \ � •_, �\ \ \ \" \�\ Q� +40.00 -RMPD- ` r \ \C w✓ ,� �1J• / \ / .• O ' A % �� \\ 'X\ \ \\ \ \ \\ \ \ \ 1 \ \�_�� 110 j S� C/ T RNJ e�A� �� z3v V �� \ w ��. 1� at C Low Side of Su Left �1 T//VG / + Per on ` ��o �OO \,� \RD,py /( \ \\ n� -\�\ \ Stm. 279 +80 to 280 +42 -Y2- Rt YV � \ � \ \— � g � (� \ \ R/P / \ � REVA r SEE DETAIL A * �� '' W �}� � ., h "� � C � \ ✓ ��, _ \ � �w \ —w 1► � \V �V Ewa' "� <�� W kc,SITE 2 \�� \ \ \ Q 063 1 C 0 TIE CIA FENCE CB �� ¢1 / TO EXISTING FENCE .. .. .. .. .. .. z. 1 X —X— X ray 48' 8 ISOW 6 PVC\ \�, "_ 1 ,� ` "m/ IkkFF�A � -\ /— �X- ��--- � —X —�- ��`. �i TTEE ui / y0 ISg 064 / C I — -\ '� V _ SEE 48 WW _' - -ii} +77. 02 1 xl 125' LPB - POT Sro. /9 125' 2G1 /Cj Y � +60.21 -RMPB- 062 C TtON EO �NSTRU ]`'/�VD LANES 100' c/ / -RMPB- POT Sta. 27 +4427 = , ' � \\ c� 1 _ � \� I -Y02- STA 290 +45.00 � l� " +61.44 -RMPB- m a -L- POC Sto.4 / +46 ¢ 104 I .64' e� CLARK BROTHERS /� ` /(J I `' ` TIE CIA FENCE / ,Vb / . i `�, I`\ ) \� \ \ \ / `' \\ /BLADDIF--COLINTY' TO EXISTING FENCE PROJECT REFERENCE NO. SHEET NO. R -4903 6 RM SHEET NO. _ :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PREILIMIN O W NOT USE F RY PLANS CONSTRUCTION i PERMIT DRAWING SHEET 11 OF 30 25 25' C/ /I\ SCALE 1 " =25' �T 12 \ � � � F DENOTES FILL IN r � "= '> \ \ � � \ \l � � � � WETLAND IL F \1 ® DENOTES HAND S / \ DETAIL D TO P OT N �__ r L V' DITCH �\ CLEARING m C SPECIAL CUT DITCH 111 1 5<alel ; Not Scolel \ g) Nol to Scole) 1 From DENOTES IMPACTS IN emu o �• lS p / SEE DETAIL A !'� cx sldop. caO L g I \� F� r since \ z (T \ ° °r ///lll�� N Fin Yi �S Ground D t E,DO O ! Mm. o= vmdcble / e- off 1 �n \� SURFACE WATER � _ F. \P6\xD= 15 Ft, \ \�� IMPACTS OS IN SURFACE WATER c to FROM STA. 288 +25 TO STA. 289 +00 -Y02- \ ✓ \ T Liner= S Ri b= 5.0 CuJ Sy / I STA. 18r 00 +00 -Y2 Rf Type Exis'n Ditc t2 + �yt FRO ST 2 +5 T 8 5 -Y2- t I �n,11 g \ \� GRAPHIC SCALE � _ \ (l < 0 25 0 50 100 PLANS N 00 a 10 N CL I N O I Q X I D 2 Cl) O 01 i {fl a) � C •3 � a o a � c 0 E c o z > cD O to - {4 w-0,w W {f} 2: j� {}} Q •� �{flz �V) -(4W (U a 14 ff}n c O a) -0 -D E a d �» 1 0 1 0 1 0 1 0 1,10 100 90 0 0 60 50 0 30 20 1 1 20 30 0 50 60 0 0 90 100 0 PROD. REFERENCE NO. R -4903 SHEET NO. X -41 110 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 14 OF 30 :1 0 . 20 0.02 5.5:� 118.27 6-.1 -- 020 -- -- — — — — — - ----- — - - -- - -- -- -- -- - - - - -- —_ —' D.P. 118.18 — - - - -- �� :1 0.020 5.5:1 6 :1 -- -020 -- -- — 4:7 120 — - -0.02 - -- - - -- - -- -- D.P. 117.52 - - - -- -- 4272+00.00 /P5 0.020 0.02 .020 4: — — — — — — — D.P. 116.86 —� —_, ,2 71 50.00 / :1 0. 20 0.02 — — — — -- .020 - - - -- — — - - -- -- -- - - - - -- -- 116.70 D.P. 116.19 — • 0.020 — - - - - - -- �� 11 D.P. .O1 115.53 —__ __— - -- -- /00 50.00 /00 140 140 140 140 110 Igo 90 0 0 0 50 10 30 20 10 -Y02 10 20 30 10 50 60 0 80 90 1 0 110 1,20 140 140 140 c m 10 N CL I 0 CL I Q XI I M 0 ol $r N -04 c C 4q a �2 o o o z c wk N I £l} -�4 k+ LL-1ow LU CL �L-0�Q DUl)-Y)w Cl) 0 a -(74 � U-) O 0-0 A� �14144 ko- 0 d-�4 -0� -c4 150 140 1 10 0 Id, 0 1,10 100 90 80 70 60 50 40 30 20 10 1 D 20 30 40 50 60 70 80 90 100 0 PROD. REFERENCE NO. imAhuill R -4903 SHEET NO. X -68 110 1 0 1 0 1 0 11,10 PERMIT DRAWING SHEET 15 OF 30 //"5 85 - -- - -- — — — — — — — —_ - - -- 0.033 0.033 4:1 106.62 19+00.00 - -- — —' — — 95 /po P.013 0.013 e Ion /00 -- 80 18 + "50.00 __ -- 80 m Q-00'7 0.007 m Ion o 0 0 4: :7 LJ 99.75 91 18+06.00 3 Q- 02Y 0.027 :7 - -- — — — -- 101.49 — � 17+ 140 140 140 140 110 1 0 0 0 0 0 50 10 30 20 1D R P 10 20 30 40 50 60 0 0 90 140 110 140 140 140 140 N Z 0 N W w 0- co N d 3 E cl 44 o. me N O o � C z N w cO o cb W I w L t-Vr M a �Y= C £i o, a w I- W W V) W W N 0 v I L I Q J W Z J Z U 2 SS— ANTHONY D.LEAKE ■ ■ ■ ■ ■ MINE DENOTES FILL IN WETLAN D DENOTES HAND CLEARING SITE 4 DENOTES EXCAVATION IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER SITE 5 FROM STA. 21 +60 TO STA. 23 +00 -SRI- Rt STA. 67 +10 -L- Rt JESSIE 0 INMAN Ammmm- g 2001 OAD s z7,1\ K- C`ITC 12 �� J I 1 C BLADEN COUNTY 3 \ I� I K DE' LATERAL (Noi I � I K- I Natural TD Ground 3 d � i B �I I Type of Liner= PSPM i FROM STA. 64 + 83 TO STA. 67 +13 -L- Rt FROM STA. 58 + 50 TO STA. 63 + 75 -L- Lt FROM STA. 57 + 00 TO STA. 58 + 00 -L- Lt PROJECT REFERENCE NO. R -4903 RAW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7 HYDRAULICS ENGINEER INCOMPLE E PLANS D® NOT USE FOR % W ACQUISITION PRELIMINARY PLANS ANS Ili® NOT USE 1F® CONSTRUCTION PERMIT DRAWING SHEET 16 OF 30 BOARD OF EDUCATION ly •� I- W W Ln W W N O O M � `00 V a ME LU Z JSITE b 2 U F- V1 Z O Lu CTI CT co i 3 E' a f� of � ff o �fl o � a � z m � o NI W-* f� 1 a � co o m % C E i ff o, a W 6? } PROJECT REFERENCE NO. SHEET NO. R-4903 RAW SHEET NO. _ ROADWAY - ROADDSIGN HIS ENGINEER ENGINEER - -- I 116 \ 3 0 _117 \ a� \ \ -113 9 — — — [ -109 ae,—\ �JEssSIE -"M\ N —IN ,� maw INCOMP LEE ]E PLANS DO NOT USE FOR /W ACQUISITION PRELIMINARY S NOT USE ® J�\ \ \ / / I `( ejr• � l � 1 \ \\ � � � � Je � �' �\ �/—' � � _�07 '_ �- � "' ` � ^" �/� \ \ .�,\ \\ / \ ✓ �� \ \ /� , \ \\ 1 \ \\ \ \ \ f e6 \< _112 5 PERMIT DRAWING K- U? / 00 IA° �� -�03 _101 ( \ \J �A� �$' / I mo,' _/�05 �\ \ ��1 \ \0� -10�' \� 9 \\ _q9 \\ \ l _102 .10m_ -100 - 1/ ��I ^ I �1 \ < EB �jP/ SHEET 17 OF 3 0 1 / Amp, rn -100— — — — — — — -,00— -j \ r�°' % 11 I �I \ —6 I1 '�: BOARD F I ' -109 / _- \ 1 -99 // h I I I I ih \ \ EDUCATION \ �\ -9a \�J I 1 �- 2� �� C/AD FENCE ��A�/ \ 9 95� tea= — — — — vv-�L I \ -94 /� \£6, \ •06\ 0 I�Z -`72 -93 �� 90' I/ ate— sb- v�s _ ve� v S Iv N s S T I �sI) _` \\\ l — — — — — — —90_ _ �9, -92 HWY 70 \ — / J \I 1 \ —BS — —ash e7- S X15" R P ° i' -1 05— T G 1 1 / a az- — �� Paz- / I P Q r�� m ASR1�_ — _�� 78- P -C \EIAI � N v s _ _ M I s _ e6\ — 7m - -� / Po 1 EL. 0 \ /l mr _ - - _/ / 1 _ _ y _ v m 5� C5 CV) ,� \ / 1 \ \ \ J _ %_ \_ -75_ . �- 75 O Q \ \ b '( BLADEWCOdNTY JI \�\ q- _ / \S UJI W \�0 <� 1 I 1 j \ ( l 1�\/ -SEES AFL J / / / / �y -,�_ �� 6� -ANC. �� p E E STJ LLI VL RID V J i/ / \ \�� 1 \ \� ��\ 9rs 9 _ 9 �q0' j/ // �6 ``� _4\` 6a \ Ls— / v, � w III UJI Lu Ln 1 _ �A / F ' _ 77-7-- F L0 � v ) 2 I r o- M vi I — — — • Q TB JB wAH \ - V N \� v vv �� \�\ \ JOB w/MH- �� — — =L_ - 8 �C�S I RAP GRAU 350 AS �i D / 6C- P =tIF� \ "� s` ti\3 \ \ \ \ \' 2 Elbows J 2 I / 4 ROP -I �� g I j ti w \� \ 1\�� s 32 Tons Rip \ \ +13.79 1 \ T y \\ �q O cif 1.� �A�� \� �� s� Sq. Yds / vv �v — — — — 75' �� \ \` \� 9 —Geo file �_ 0710 F J \ N // 4 -m I I 07 5 77 1 _� + .11 CLASS B RIP RAP 0714 w / I 0.00 \ / =b \� 1 �ms� — \� -zap s�\� \�� \ \\ \ % \ \ I \ —r 1 i J w \ I \ a OU'_ /' _ i "j- C�� I �' �� \�\ ��\ —�� \� \ \ F\ / 75 E 8 Tons Rip Rao E E, \� 9b �- — — \ I / / �/ // �� `6 <`\ �� \ \ 21 Sq. Yds SEE DETAIL M Z \ \ / I / /\ r / �m\ \� �\ �\ 0712 66.37 eotextile 9 -- \� of IN, �C'z \ — \ ✓\ ",- I \ \ �\ \� \ g� _` \� \ ` \ �_ \ +22.00 EE DETAIL J 90' C>?,4SS B W —�/�2 Twn Ri�� I 1 11. I 1, 6\ �\ \\ SITE 6 Geotexfii� X00. V �— \ I �I �I �� \ \ i �J III \ \\ ✓ \ \� IN 90 \.— DE ISE 1 fe` I I l I J o \ / I I 75' ..TAYLOR,, \ s 109 - \ I I I ^ / V I l l \ \ r -� \ \�S6 f6 \ \ \� \` / SAC B EAK ,JRI I (�� / m� < \� \ � �� 8 v� \i / BRID ERS � /// \ /� -_ - °6 �I 3 5 \ CLASS I RIP, RAP -103-, •,, \ \ \ \\ \9` 1 \ \l \ 32 Tons Rip Rap 0 kN HONY - FAKE °5� / \ 1\ N as X \� \��0 \ \ 1 p P / I \ _� — / A I V �� \� \ `6 �� \� �� vv 7 Sq. . Y�s \ L \�� \ < 1 �\ �eotextile\ I —�9 L1— s TAIL L\ am. �� I m� I % v v i �J r�vvv SITE 11 V-) A/i S ARD BA E D11`C`H m >� ) l J) J/ l 3j Not to Scale , l mh �/ Natu G and 1 Gro �r/ �II " C Y) \ K- B Min. �= 1.5 Ft. SITE 4 Max. B= 7,0 Ft. a�� ti' DETAtL— *When `3 is < 6.0' 1 �f / 6 I �ATERAL BASE DITCH \ 8 I �I 1 SITE 5 Excc}vo ion: Est. 180 cu yds I I I (( / �jr r I I j Not to Scale) Type of Liner= PSRM Est. 0 sq. 1 LL->N b S Sao FROM STA. 21 + 60 T� STA. 23 + 0,d -SR1 Rt (l I �� %i \% �g \ \- ` \ \ 1 y I at a 3 ( I'll /✓ J -v I ti °� \ I \ ✓� ou d Y p 31 1' f • — se S � pe `� > 0, h 50' 0' 50' I r ////\ \ � i� d m rm� \/ \v DETAIL M I I `� \ �� S \ \/� I B Mi = l.o�+. RIP RAP AT EMBANKMENT I I lC`'�� \\ I \ ry < Max. d 1.5 Ft. \ SCALE 1" 50' \ I I I \ \\ \ ' \� l e9 _ DENOTES EXCAVATION I "atta °'e) I I1 \ \�� \ 0 �If �`1 s ( �\ \ B= 2.0 t. IN WETLAND - Ditch 1.5' 0�\ I 6�\_ \e6 ��m \\ \ \\ Type�of Lir= PERM 5 '-Gr de Filter \ I \s6 �� ~� \ \ \ \ „ FR6M TA. 64 83 O STA. 67 +13 - , Rt \ 1 1 I FRO S A 58 + 0 TO -STA. 63 + 75 -L Lt \ F F DENOTES FILL IN DENOTES IMPACTS IN Fabric �� \� \ \��\6 \\� \\ �� 11 l y�� I FRO .57 +0 ro STA. 58+ 0 -LA Lt WETLAND SURFACE WATER a \6 \\ �\\ 11 v Type ojU -- s 7 FSeL 5 s DENOTES HAND DENOTES TEMPORARY ST b i� -L- Rt CLEARING IMPACTS IN SURFACE WATER +1e v � I V1 Z O N w 9' C _- �n \, N d I 3 E � a fPr I � MI {J} O �3 a a� �z o° .0 WI V) w ce Lu CL E / C3 ce &D 01 BST DITCH M — �° Q) IVC hWY 70/ ♦ M 30� BT S T PROJECT REFERENCE NO. R-4905 R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 7A HYDRAULICS ENGINEER INCOMP LaE E PLANS DO NOT USE FOR % W ACQUISITION PRELIMINARY RY PLANS DO NOT USE 1FO' CONSTRUCTION PERMIT DRAWING SHEET 18 OF 30 T =� -T RIP RAP �'Ns\ T 5, / i — CO\ OVy C/ �. �� \� \ ' SEE DETAIL J �T� 8 \ P \ T s \ N ECM —<\\ \ - ------- ------ �/ to SS p d' o BLADEN COUNTY \ SS \ - 20, - - SEE DETAIL J -- `\- - C /Nc F SEE DETAIL L 3 LEAKE9JR HW ___-------------------------- - - - - -- -� --- - - - -, -- - - F \ - - -- \ (_ - -- F 0704 )716 F 2 I 5 RCp—ll % . G / 0705\ o -° J B w /MH TB J B w /MH i 2G1 42" RCP -111 -- F 0715 _- - - - - -- 2GIC 0717 / / C + 50.00 /100, JR MA 54„ RCP —II \� IN, 0741HW (:11) SITE THE COUNTY OF BLADEN JO 70E �V • �S 66" RCP —III 0708 ,P C. 'F C 0707 25' 0' 2 5' 501 75' SCALE 1 " =25' CLASS I RIP RAP 32 Tons Rip Rap 67 Sq. Yds Geotextile___ DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER N I rl Q I t Q I p I M O O- i O �3 C3 L p �> C3 c: �& N E O � w I z -0�kq_ � % W F N — V X64 = cnff} O _ 69 kl� 0 a 0 �� PROJECT REFERENCE NO R -4903 ROADWAY DESIGN ENGINEER SHEET NO. 14 HYDRAULICS ENGINEER INCOMP L E IE PLANS DO NOT USE %�W ACQUISITION }FOR PRELll Il� T I 7 PLANS DO NOT USE FO CONSTRUCTION 100 O O O O O J _ PI = 36+40.00 llu H 00 PI = 25+1.5.00 O O 00 w p 0 0 PERMIT DRAWING O w o EL = 124.08' 0 JLr) J00 Lo QO "" SHEET 21 OF 30 = 320' 00 kj L4) VC 200 = VC 4 0' N N � CN ( _ _ — �0 0 K 3Y2 — �o 0+ 0 000 =ci�0� K = 97 =NN _ = + V > 60 M H 2M� V) 11 > 60 MPH V = 50 MPH NII �� UMN _ t p� pN II t/) _ U HF OQ� H to 1I U Ow IU—Ow IV—Ow �Ow 1 p,—� pQ t/) II LEFT Dl CH - ---- - - - - -- Cuw _ w phi w p�Lu p }Lu phi w�w W Z >- J Z Ar (+)0.3804;1. 90 Z W °° J >O I w 80 +)0.6605 °° (+)0.3804;l. W I W 00w -- -- Z0� - -- RIGHT D TCH ----- - - - - -- - - - - - - - -- - - -- CL STA. 67 +16.5 -L- 190 - - - - - - - - - - - - - - - - - _ - - _ �• -r_ _ _ - - - --'- ------ - - - - -- ----- - - - - -- ----- - - - - -- ----- - - - - -- ------------------------------------ ---- - - - - -- ---- - - - - -- - - - -- - - - - ------------ - - - - -- ___ - -- -- - - -- - - - - --------------------- - - - - I@ 0'91La 45'q I ca 30' 36" ___ ___ - - --- PRESTRESSED GIRDER EXISTING 90° KEW _ GRADE CROWN GRADE ELEV. = 10909' - -- -- PROP Q500 - - — —w� 67.0' \ -..** / . Q100 / POP Q50 PROP WS = 65.2' WS= 64.5' NSW EL =56 4 1 VL2011 CLASS II RIP RAP '! THEORETICAL 100yr SCOUR THEORE ICAL 500yr SCOUR NAD 66 +00 67 +00 68 +00 69 +00 70 +00 71 +00 72 +00 73 +00 -Y61- 74 +00 75+00 76 +00 77 +00 78 +00 79+00 :1 11 llu O O O O O J PI = 36+40.00 llu H 00 PI = 25+1.5.00 O O 00 w p 0 0 EL 128.36' O w o EL = 124.08' 0 JLr) J00 Lo QO p V = 320' 00 kj L4) VC 200 p�� N � p N � N N � CN ( ++c M N �0 0 K 3Y2 — �o 0+ 0 000 =ci�0� = 714 =NN = + V > 60 M H 2M� V) 11 > 60 MPH V) 11 V) 11 NII �� UMN _ t p� pN II t/) _ U HF OQ� H to 1I U Ow IU—Ow IV—Ow �Ow 1 p,—� pQ t/) II pN II Cuw _ w phi w p�Lu p }Lu phi w�w W Z >- J Z (+)0.3804;1. 90 Z W °° J >O I w +)0.6605 °° (+)0.3804;l. W I W 00w Z0� - -- - -- W - - - - - - - - - - - - - -- - - -- - -- - - -- 190 - - - - - - - - - - - - - - - - - _ - - _ �• -r_ _ _ - - - -- ------ - - - - -- ----- - - - - -- ----- - - - - -- ----- - - - - -- ------------------------------------ ---- - - - - -- ---- - - - - -- - - - -- - - - - ------------ - - - - -- ___ - -- -- - - -- - - - - --------------------- - - - - - - llu O O O O O J llu H O O O O O w p 0 0 O w J00 JLf)O —1 0 JLr) J00 QO p 00 p�O 0,1 N � N C; pro p�� N � p N � N N � ( ++c M N �0 0 �o 0+ 0 000 = + 2M� V) 11 NII V) 11 V) 11 NII �� UMN _ _ t/) _ U HF OQ� H IU—Ow U Ow IU—Ow IV—Ow �Ow p,—� pQ t/) II pN II N 11 phi w phi w p�Lu p }Lu phi W Z >- J Z 90 Z I W I W 00w Z0� W J m W I w w 00 I w 22+00 23+00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 J CL Q K _ M O i ti; 44 a i a m E o L z W� N�kf� 2 L W�w w -> C�- -(�7Q N CU �,' Z • lU {f} LLI m N a « -f U 3 O N � U 1. tA-6 E �O 4744�� afie -(4 -y-' -(�4 0 PROD. REFERENCE NO. SHEET NO. imAhuill R -4903 X -24 150 140 1 10 0 Id, 0 1,10 100 90 80 70 60 50 40 30 20 10 1 D 20 30 40 50 60 70 80 90 100 110 1 0 1 0 1 0 11,10 PERMIT DRAWING SHEET 22 OF 30 m 0.030 __— - - -- - -- --- - -- - -- 3. I 60 AVATE EXISTING ROADWAY TO EL = 60' - - - - - - - N, 11 6003 - - - - - - - - - - - --- - - - - - - - - - - - - - _ , 68+00.00 � -- 0030 0-030 EXCAVATE EXISTING ROADWAY TO EL = 0' - -- -- - - - - -- - - - - -�' -- - - -- / -- - - - - -- -- - - - - -- — — — — - -- --- - - --- - -- - - - --- - -- /� - -- - X59.18 67 + #'A)Y w 0.030 o-n,tn 70 _ - - --- - -- - - - --- - -- i�o — EXCAVATE EXISTING ROAD W Y TO EL 60' -150 55.85 67 -E�)0.00 -13 79 75 M30 0.0 0 IL 5935 E L 55 - 67+00.00 0 030 0.030 60 i �' EXCAVATE EXISTING ROADWAY TO L = 60' _ — — _ — — — — — — — — — \ — — — — — 59.61 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EL = 57.66 p 0 66 � 9.00 .50 140 140 140 140 110 100 0 0 0 0 50 10 30 - 20 1 1 20 30 40 50 0 0 0 90 140 110 140 140 140 1 0 N 0 N w W 0- co 4- Q I � M I {f} O fl W i cn C � 3 � a � C] � o � � Z E c Lu V) W Lu CL u V�fPr � L4fPr M y a �4fPr s4D -a 0 t5 OVA dp ►.��! • • \ J l PROJECT REFERENCE NO. SHEET NO. R -4903 -- —8 — RAW SHEET NO. - -- �� \ \ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER In Z INCOMPL E E PLANS DO NOT USE FOR / W ACQUISITION? DO NOT USE F01, CONSTRUCTION T I PERMIT DRAWING SHEET 24 OF 30 6 L T x� \ �- � /j/ SITE , J END -� � PROJECT , R -4903 w�� A t BLAOEN COUNTY / OF ED„JCATION v�� \Tl� � �E S I D%T� \� WTDS � I \ X 60" N4��Va \� ,9zT ;�` ryM�� \ �— gas '.e — "V \ ` 3 �R RAP >2 - /�� R P 0P �' RAC 9- a�� -� — 3 " RCP - ExISTIN /\ l f I c _ _ = 99 = _ �J C _ I _ C _ _ \ - -- beau' �- - 0 � A8"1 APT l 9 10f a \ M — ZRADE O �RAfN -- —� m GRADEDRAIIV i —�-�� _ ��8z �� s. M I � —�� , gr DIT U p / p ` —— " "CONC HW >3 \ p tC1 \ \ \ us wr - RIP. A 1 �� — _ _ ' EMOV P %— X80 - -,— _ �S\ RAE s = 8 �� 9 9 2_ Z BETH %OWIV 151, Rc _ - 6 30' 18'" APB! RIP�R�P —-R��J o `3 F2CP''a' �RAP � G �� \ -� _ � s� � b R IP AP < T S S � o � C � B � 22 � - - . 8" CP 080 ST � ,-n-� � ,-n-� � / m - - - _ � �- 350.. 7 CHL\ �_ _ � ..� � � \ �� — � "�`—�— \ \ � i � � � � � ��,�J w T:.�S � l ' B T I � %�� - -` - - - - � �\ �-F �6 60' CHL / I / / GR - O n 6 HL 9 - - - - -- -- _- - - - - -- 1 GR \ _ _ I CITY LIMITS I � X � -94.77 \ - EXISTING R/W � �SE�VER - I2 I I 7� \ I f CONC d jtiGR / - Q0 v \ ;BST I �� CONC I �J ovrs GODS —� / SEE DETAIL K so3 �i \\ L o \� 4Y�AY - - V I 'it �s � BST I BST \ / CLASS B RIP P ( \ l� `O w I \ V \ �' ' ; CONC I 5 1 Tons Rlp Rap I X� —X_� I \ - \5 Sq. Yds\ \�� Ta�� u X I V \ \ U V T � CP V'L I I I SBBUS 2SMTLBUS �eotextile � \ • / � ,A � � � � '� A � �� \ v \ ISMTLB SLR T DENISE TAYLOR BRIDGERS ) DB 624 Pc 6zz N _CITY S E L UT DITCIj� sec P A v mg Slo e - I G and / Iv 1. 0 Ft \ — � TYpen P� (� IM z= 1.0 Ft. FROM \4 S A. 7 mT . 7 +10 -L- Rt \ \ I\ SITE b 25' 0' 25' SCALE 1"=25' F F DENOTES FILL IN WETLAND DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND V1 Z O LU CTI CT co a ffl 2 � M I {{} o {� o �fl o a {� � z . '71�� LL11 VI W LU fl- c') m a 64 fF E�� o a NY r v- co BEGIN CONSTRUCTION EAST BJC�6/ iAN� i- a FIRE,- — 259+00.0 / \ Q SAINT ',JAMES M \ Y02 POC STA 0 \� �a I / BAPTIZED HOLINESS / /\/ 1�� , 4 ( CHURCH OF GOD \ ,/ I`\\ -6 I\1 / �\ \ \ tL7— /// / —Sol. / / I `\ ' / ✓ 1 \ �1CN �V / / Jj ti� J r / / / r v / � �q � JERRY LEE McDOWELL � / \ '�, � � WOODS — /� / \ 1 W / l / 1 m -1 � ODS � ( 7ml � l ��\ .9 � / W LU \ ��F / ( ) w / / Z \ wooDS / \ Ln / _ r 48" WW & ISBIM ESIT G ARIES 9 — / / 0 a� 6 ��— 6 ( ✓mm� / / W Cc — — ua— — — — — �- Ima 0a- —107 -]06 -IW am. L6 dab- ��i —001. — -� - Lm[- 9m� ]05 105— — — — / ZOA _ -G �r �mml — b — —001 — — — — U _ � \5a 0I- •-� �_ �C Z- imt= zai Vol- Sal- f —�ll- _Lml- —Sol. bmI- ~ --£mI� 1- Cyy� II 80i- — Olibmi- —_- 8m1- U 9mI- L - -0I[- — -"� �. �s0r. / —Sm1 —ztt —� 1 \ \ \ �a01- � �C HWY 87 BST 265 - - - - - -- r—� � —__ -111 -tl2 —te9 260-- yyyy�� m9 _,10 — _ -lma z -Ims 107- 108 — - —' 1W- 1ms - —_ 106- - _— _� �l z �10 — — — bml— —lma— _ — Fnai - - - - -_ I bmt— 9ml VI -eml� / —Smt J� - - - -- -- _ - - - -- - - - - -- -- — —9m� �L_4tjiTL� -Lml L 301— -L PROJECT REFERENCE NO. R -4903 RM/ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 10 HYDRAULICS ENGINEER INCOMP LEE ]E PLANS DO NOT USE FOR /W ACQUISITION PRELIMINARY fLI S NOT USE ® PERMIT DRAWING SHEET 26 OF 30 O O (V Q N W7• -� F — — — — ' - -- -- - - - - -- - - - -- REMOVE EXIS1J1�6 $tI�DRAIL \ \ \ /NC HWY 87 BST EBL' / 0 \1 -112 ` I -1 m 9 J - r 1 -� L -Lm8 \ -]m7 -Iw -l08 -1m7 _GR# J_350 -Imz i� 107 -105 � �- Imz — tml -101 -lee - O y —100 — — — — — — — —_� _ �_ -99 —lmm- — I __ —C� 1 F \ _ Bai- COI�� ` -� =103 / / \ -99 -99 -�' 99- �a 97� 5- 100. 1� \ \ \ C � _ a 7 \ \ Si \XI ITI R /WVA \ 4 WW \S�\�\ \\ \ +%30.00 ) I \ l r l 0 Q i SITE 9 / -- --smt- l A seCO 'g, I� E �ST. RNV , l / ° SEE DETAIL E E TIE C/A FEN�E TO EMI Iki FEN LASS \ TA U �- \ % \ \� \� 6 .00 \ \ JT 2\To BRip Rap �P_ RTILLC. V \9 170 /� . / EXIST. rF P s .0 +50.00 SE�i E� � -s1D� i ` , �E C/9ENCE -- e\ �GeotextiJ 170 �c \9s l \\ ,\. / TO EXIS*" F dE AIL -N- / �� \- \ � -� —mtI• � \ \ � 1J � �6\ C " //r �� _� /// N1 \ ' w � 1 '�� \ \�� Le! � 0, / �i / � _ ` _ _ _ ' �2fI� � � / / \� 0r— \ / \`� :SOa� _,��,L, 9 - b / < — m _ — J ��A I / / J / V\ ✓s �� E LY� � LO PARKS/ ♦I 11 �/ _ ^ \ \ -1m�2 � ✓1 - � --_1 r l�� J � / / � o/1Jf / ��I/ / I � 9 1 / / v / �� / l / �/\ / � � vv \ v \ v v 6\ A\\ v v v \� s A v \ �� , \ \ � `106 v U) y Qz J (r o m1\/ \Se ° \ �60! \ \ 1\\ r'oo- �DE / / / / / \ 9b /�ml / / ✓ �0/ \ \ \ \ \ \\ \ \\ \\ \ r� 1 \\' \ \ TAIL �— LATERAL �SE DITH \ J LAT -1 N TOE PROTEeTION �� ` > . ♦ \ e (Not Sc le) m / ° \- - -� ° i — /�1 ` (Nof fo Scale) \ %�� \ \ \ �\ ♦ ♦ ♦ \ e \ / Natura �— /F Natural IN TURAI� I \\"", / \ \� 11m\ - \ s \ ♦ \ �� Ground `'�'I 1'iFt. f e Ground \ I 51 P. GUND r Q V \ \ 5 Filte g Hit r - d �\ ��/ \�•� J \e\ \�� Fa is f i �e J F b f n. D - 1.5 Ft. \ — m[ - m /�' � // , / /�( / /�° Ma mt- cif 2.O Ft. FILE \ \ f / < / / ' ANa . �= 1.5 Ft. / 5 Ft. / l SL6PE hen B is < �.0' J gs/ B�� •0' 2.� —� / /�� elf — f \ \ \ \ \ �t /// TYpe f Liner= PSRM Type of Liner- B Rr�rR� r '� Types f i era sJ I Ri I 2 Ft. / \i 5- \ STA.tl + 35 TO STA. 13 + 3�- RMPB- Rt FROM STA. 261 +�88� �fQl /ST1 � �Y / -Y2- t ��/ Jmt.2/62 + 51�j . 2,61 OQ --Y27- X1111 F F DENOTES EXCAVATION IN WETLAND SITE 7 25' 0' 25' SCALE 1 " =25' DENOTES FILL IN WETLAND DENOTES HAND CLEARING N Z O W w I �a X31 IE Q � I �I �3 is 1 z z co E o� w N H � aJ �C�o Ln RETAIN EXISTING GUARDRAIL II = - - - -L MTL s - - - -� li — s- - - -L —, NC HWY 87 BST WBL III // F DI -- T - - --� —� — —T— REMOVE EXISTING GUARDRAIL Hwy B711 BST EBL CN MTL - -- O O 40' / INC E +50.00 170' SITE IPA Alk II\ �I I I 265 '' DI --- ----- F--- - - - - -F - - - -- _F_------- - - - - -_ N O G� 0 b3� �► � J o car -i �F - - - - -- \_,- f L-► - /--I - , - /' - CD F 8 ,///X \ " � /: �<-) F SEE DETAIL E W000S C� Tij + 5 6.9 9 CLASS B RIP RA`I'�� \ EXIST. RAW 2 Tons Rip Rap 7 Sq.Wds TIE GA FENCE Geotextile TO EXISTING FENCE PROJECT REFERENCE NO. R-4905 RAW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /0A HYDRAULICS ENGINEER INCOMPLE ]E PLANS DO NOT USE FOR /W ACQUISITION PR E]LIMII RY PLANS DO NOT US IE FO CONSTRUCTION LU L CL N � cy) az Q >1 Z aJ �C�o Ln RETAIN EXISTING GUARDRAIL II = - - - -L MTL s - - - -� li — s- - - -L —, NC HWY 87 BST WBL III // F DI -- T - - --� —� — —T— REMOVE EXISTING GUARDRAIL Hwy B711 BST EBL CN MTL - -- O O 40' / INC E +50.00 170' SITE IPA Alk II\ �I I I 265 '' DI --- ----- F--- - - - - -F - - - -- _F_------- - - - - -_ N O G� 0 b3� �► � J o car -i �F - - - - -- \_,- f L-► - /--I - , - /' - CD F 8 ,///X \ " � /: �<-) F SEE DETAIL E W000S C� Tij + 5 6.9 9 CLASS B RIP RA`I'�� \ EXIST. RAW 2 Tons Rip Rap 7 Sq.Wds TIE GA FENCE Geotextile TO EXISTING FENCE PROJECT REFERENCE NO. R-4905 RAW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /0A HYDRAULICS ENGINEER INCOMPLE ]E PLANS DO NOT USE FOR /W ACQUISITION PR E]LIMII RY PLANS DO NOT US IE FO CONSTRUCTION PERMIT DRAWING SHEET 28 OF 31 I 2G1 mss`- n � "� -\ 1 3 � #2 41 +57 IGHT E \ 120.84' i\ G\ � / C3-- _ - - - - - - - _ _ BEVERLY TAYLOR PARKS 16 ,,3 O ct" ` � C • DENOTES FILL IN ` F F ` WETLAND \ \ ` 25' 0' 25' DENOTES EXCAVATION DENOTES HAND N WETLAND SCALE 1 " =25' CLEARING 0 r N CL I N O I Q XI I Cl) O 't $pr H � C 44 a LLJ t. (1 o z =mac Ln $ 4�4 W� W -04Q M N a 174 -�f7 U) O 'a N �. g a W �4 -0�-c4 0 PROD. REFERENCE NO. SHEET NO. R -4903 I X -38 1 1 0 1 0 1,10 100 90 80 70 60 50 40 30 20 1 D 10 20 30 40 50 60 70 80 90 100 1,10 1 0 1 0 1 0 1 0 160 170 PERMIT DRAWING SHEET 29 OF 32 /p.5 -RMPB- m 13+28.51 -- — — — — --- b:l - - -- - - - - -- = - �_ — - - -- - -- - - -_ — - -- -- -- - - -- — - - 5.6 2: -- / -- 110.24 - -- __ I —L -- - — — - - - - -- - — �/ — — — — — — - - -- - -- - - -- — — — — 19 '266 00.00 12 + 7 .67 m _— .020 0.008 0.030 0.031 — :I 109.14 00 /00 RMPB- 1 +27.02 .020 0 015 9.018 0.018 / / - - -- - -- - - -- -- - - - - -- - -__ — 6: - - - - - -- 3.32: -- - - - - -- -- — — �� / 108.27 -- — — / / -- _ — -- :7 EL= 101.10 65 00.00 -RMP - 11 + 76 49 .020 0.021 0.005 0.006 - -- - - -- - -- - - -- 6: - -- - - - - -- -- — -- __ -- - -__ —__ -- �� 3.7 / / .7 E = 99.80 64 + 50.00 -Y02 130 1 i I 0 1 0 1 0 0 80 0 0 50 10 30 20 1 1 20 30 0 50 0 0 0 90 1 0 1 0 1 0 1 0 1 0 150 1 0 1 io V1 Z 0 w 9' CT C 0) a 3 E Q {� f� Co fPr O - y {f} a�} a � c z o �O f C F- W� M N O f fPr E3 -0 E�� 0 a� b4f SITE 8 \ \ \ \ \ \ � \rr, \�� / �- / %' \ =0�.�/ �� ^�' � / ;1h� j \� /�� ✓'109^�� (/ / m/ � �� ee� I / /' j/@ / �j/ �I\ \ 6-1 / \�^ ✓�g� �� —!6� \ \I\ � I Il \l I I %Sb, � �� "� m J \ � \ \ \�\ ��e � J � � /fI ' / �// � J�% � / • \�� ( I �~ �/� \ \) /J � I � / / -95'" �•// /�� - /_- -� �- \ ` 1� \�� \ � �/ I I � � z6J �m // f// - I PROJECT REFERENCE NO. R -4903 RV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 11 HYDRAULICS ENGINEER INCOMP L E E PLANS DO NOT USE FOR % W ACQUISITION PRELIMINARY RY P] ANS DO NOT USE FO CONSTRUCTION _ J� e\� / // ;;05/ m� co // r 1d E COUNY V"ALrI a, -AD W—� ` TH PERMIT DRAWING 07/ � � / ,�o � � - � i.. � � � / � J � � � � •J �� •rA( � l /smt i � � � J � l � � f , I �� )�� m SHEET 31 OF 32 1o6 ; j / amI I I/ /a, L I - // / I ( C / I �I / L---- TH c U�T Y � 0� ,ntSE�N� . , ,vv m A IN, —�, ,-sa,. i l f 10 \/ 111 /j - /tir -�� D- ST Sta. +00.00 THE couN� Y �F(BLADtN " "� zm, `\ o I L— � • � J/ - �� \ o 103 LA DEAN W /� WOODS I �' mg q � _ ' � � � \ � � � � � S B RIP RAP <� � � I � W WW & I BW 6� r- '� �e T ns Rip Rap nJ q. Yds WO r 48" WW SBW I Geotextile S _ w /— e SEE DETAIL C 1 �a C i r �� -- \ \ �� t — _ C. V \ / oe EXISITI /AR �1 \ l \ .re ° ��X�C 11 W — _ J \ ` / �� I ,� v `�� /-[ar -/ m C S �2�IP R�P \ 48" W - X41 \ 1102 \ s09 I I A�rRip- Ra �� I� -117 —1 -__ -tom _ __ _ _ — Ana- -11� - a 10 � _ s ) , 1 6 � 7 Sq. 'K�ls • „5 75-RC I m ! eo extlle� - �_ � � —• a� - -um -- —z -mom— 1�- G t RCP IIJ-- -� � / m — z,r- \ __ — �GI lel O \ err- a- it — —mrl- — — — - I 15” RC - - -- �. �bml r - - me ✓ _ C �� amt e CN — weer smI — — _ N -- _ — _ � ml ' ----- - - - - -- - sm[— me �t �Zl[ _ - L01 -�- \ U \ —an N - \ , —_ Q - NC HW 8Y 7 �mlt- _ m — ur— C - ._tb_ - -- — -110 —00 _ -- �— -1ma 1 -0 111 V) _ /� � - -�_ � � \ —' -- i uz _� m9 Ito 0 v, 1. - ann. "\ 104 pdjusi 2G�� _ !a y srr. �bml - -F F �$}� C C `/ CNr —b© ELI ZABET HT OW N — I NC HWY 87 23 BST E8L - �la � -113— — .1 \5/ � �� \ \_ � _11 �— �1 � \ •115— � _ -tt3 — —ttm- ,,;t �� -11�� -- -- — —� �_ m - - -- lla - — — — — — — — - - - -- —= m —um— �� - -- \) RIP AP -- —um- —llm• — �J - -� — 109 —��_ — sll-- - - -�e- \ \ _— — - � — ZI =— \�( �q� �_'s� /�� @tt� -bil �� / �n�� (/ � —91i \.\ Sr `/ £Ir _� ` �� - 8[r- —SIT . 1 —SIr- -!ej _ W n2`� —ezl- —izt— = / Srr e'L �C� 07 0 J .e L E -COT � i � _- LZr I/ �_ azl- � `�_� � -�l•b� � � \ � � / � / �-- � "N ' lzl- \/ zI. \ \� \ \ � � �/ � zrt- �� — _ \ � 1 / ti �/� zzr- __* 1 �- 1 r-az,- �, •arr BLADEN— COUKY— ., ( N� � 92 \�l� �- \ \ y�• ,�� J l nsl� £er az I — — •5fr �� BLADEVN COUNT �� T W�� 4U N T r1__B L A Q.E K� �\! j —� i,�,�^ -- I I �/ / f ,z "VAS \ 2 �171AK� / / a // e / v RI�I �r DETAIL LATERAL BASE DITC \� _� Not to Scale) � s � — ._ � .^� _ �t v w \ GZ� � � �9Z1 � ��lQz� N j � LANES ( �� _ �— I a • I � \— � —/ 0 / �� . 0 / `?I D 3.1 1'iFt. Slo d = M ?r 1.5 Ft. I Fabric 1 - ab c •� / 9 � a MOx. B= � ✓ ti� / m �. I J qq y bzr � pe of Lin - CI ss I Rip -Rap b= 2.0 Ft. FROM STA.`29 ' - TO STA. 299 + 80 -Y2 Lt DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 25' 0' 25' SCALE 1 " =25' WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From /To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 20 +61 to 23 +57 -L -RT FILL 0.11 0.04 2 271 +31 to 271 +52- Y02 -RT FILL <0.01 <0.01 3 18 +00 -RMPD FILL 0.32 0.08 20 +61 to 23 +57 -L -RT 36" RCP 0.02 279 20 +61 to 23 +57 -L -RT BANK STABLIZATION <0.01 <0.01 12 10 4 57 +20 to 62 +51 -L- RCP 0.06 <0.01 709 10 BANK STABLIZATION <0.01 <0.01 12 10 5 11 +40 -DRV1 66" RCP <0.01 <0.01 10 8 BANK STABLIZATION <0.01 <0.01 10 5 6 67 +63 to 68 +83 -L -RT FILL 0.05 0.01 7 12 +41 to 13 +24 -RMPB FILL 0.08 0.03 0.02 8 299 +77 to 299 +91- Y02 -LT 15" RCP <0.01 7 BANK STABLIZATION <0.01 <0.01 10 10 9 10 +00- RMPB -RT FILL <0.01 0.02 0.02 10 41 +35 TO 41 +50- Y01 -RT FILL 0.01 0.56 0.05 0.17 0.08 <0.01 1049 53 Revised 3/31/05 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS (From /To) Site Station Structure Permanent Fill In Temp. Fill In Excavation Mechanized Hand Clearing Permanent Temp. Existing Channel Existing Channel Natural BANK STABLIZATION <0.01 <0.01 5 16 12 67 +46 TO 68 +35 -L -LT FILL 0.01 0.01 0.01 0.01 0.00 <0.01 5 16 GRAND TOTAL 0.56 0.06 0.18 0.08 <0.01 1054 69 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS BLADEN COUNTY WBS - 40226. 1.1 (R -4903) ATN Revised 3131/05 SHEET 33 of 33 9/13/2013 No. (From /To) Size /Type Wetlands (ac) Wetlands (ac) in Wetlands (ac) Clearing in Wetlands (ac) in Wetlands (ac) SW impacts (ac) SW impacts (ac) Impacts Permanent (ft) Impacts Temp. (ft) Stream Design (ft) 11 67 +16 to 67 +23 -L -RT BANK STABLIZATION <0.01 <0.01 5 16 12 67 +46 TO 68 +35 -L -LT FILL 0.01 0.01 0.01 0.01 0.00 <0.01 5 16