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Home My WebLink About20160191 Ver 1_SAW-2006-40466-PLANS_20160518V <Ao Qi --f 14-1 Fnr Tn(1 of Ci>Aotc BEGIN PROJECT VICINITY MAP I BEGIN CONSTRUCTION -L- STA. 17 + 50.00 -Y8- NC 102 \ TOWN OF AYDEN -Y6\ OLDNOW 12. HILL R SR 111 —SITE 10 r 17 "1l'�1"111 UP' 1N k)R'I'M UAKU1 IiN A DIVISION OF (�HWAYS PITT COUNTY mi NA '95 LOCATION: US 264 (GREENVILLE SOUTHWEST BYPASS) FROM SOUTH OF SR 1149 (OLD NC 11) TO THE US 264 INTERCHANGE TYPE OF WORK: DESIGN --BUILD AS SPECIFIED IN THE SCOPE OF WORK CONTAINED IN THE REQUEST FOR PROPOSALS US 1 SITE 11� US 3' -Y18- US 264A BELL ARTHUR RD `Y.\ SR 1206 R-2250 WETLAND AND STREAM IMPACTS END CONSTRUCTION -L- STA. 682 + 46.77 \ -Y20- 'I� p} – q STANTONSBURG RD 1 SR 1200 / CITY OF GREENVILLE _ CO UIT264 .� J (�— CITY OF 1 / GREENVILLE I OLD NC „ w SITE 2 INCOMPLETE PLAN SR 1149 ��Q DO NOT USE FOR R/W ACQUISITION 1P1RE1LIMINARY PLANS A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES DO NOT USE FOR CONSTRUCTION OF THE TOWN OF AYDEN AND THE CITY OF GREENVILLE. PERMIT DRAWINGS BARNHILL1♦] HDR Engineering, Inc. of the Carolinas CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. SHEET OF CONTRACTING �r� 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 COMPANY ` N.C.B.E.L.S. License Number: F-0116 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. GRAPHIC SCALES NO. PROJECT LENGTH Prepared for tl� Office of: N.C. R-2250 I STATE FRO.I.N0. .A.FROd.N0. DESCRIPTION 34411.1.2 P. E. 34411.3.R7 CONSTRUCTION 50 25 0 50 100 ADT 2040 = 34,000 VPD Di = 10 %D D = 60 %Q LENGTH ROADWAY TIP PROJECT R-2250 = 12.333 MILES LENGTH STRUCTURE TIP PROJECT R-2250 = 0.261 MILES TOTAL LENGTH TIP PROJECT R-2250 = 12.594 MILES 1000 Birch Ridge Dr., Raleigh NC, 27610 PE. F NORpI/ �e®� 2012 STANDARD SPECIFICATIONS END CONSTRUCTION -L- STA. 682 + 46.77 \ -Y20- 'I� p} – q STANTONSBURG RD 1 SR 1200 / CITY OF GREENVILLE _ CO UIT264 .� J (�— CITY OF 1 / GREENVILLE I OLD NC „ w SITE 2 INCOMPLETE PLAN SR 1149 ��Q DO NOT USE FOR R/W ACQUISITION 1P1RE1LIMINARY PLANS A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES DO NOT USE FOR CONSTRUCTION OF THE TOWN OF AYDEN AND THE CITY OF GREENVILLE. PERMIT DRAWINGS BARNHILL1♦] HDR Engineering, Inc. of the Carolinas CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. SHEET OF CONTRACTING �r� 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 COMPANY ` N.C.B.E.L.S. License Number: F-0116 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for tl� Office of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS DIVISION OF HIGHWAYS STATE of NORTH CAROLINA ADT 2014 = 19,700 VPD 50 25 0 50 100 ADT 2040 = 34,000 VPD Di = 10 %D D = 60 %Q LENGTH ROADWAY TIP PROJECT R-2250 = 12.333 MILES LENGTH STRUCTURE TIP PROJECT R-2250 = 0.261 MILES TOTAL LENGTH TIP PROJECT R-2250 = 12.594 MILES 1000 Birch Ridge Dr., Raleigh NC, 27610 PE. F NORpI/ �e®� 2012 STANDARD SPECIFICATIONS PLANS 50 25 0 50 100 * T = g %Q V = 70 MPH_ *(TTST 3% + DUALS 5%) RIGHT OF WAY DATE: PAUL A. MEEHAN, PE SIGNATURE: ROADWAY DESIGN ENGINEER PROJECT ENGINEER PROFILE (HORIZONTAL) 10 5 0 10 20 LETTING DATE: DOMINIC M. WAINWRIGHT, PE PROJECT DESIGN ENGINEER FUNC. CLASS. = FREEWAY APRIL 21, 2015 TIER RE PROFILE(VERTICAL)STATEWIDE P.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER W. 10, 11 T— /(D Z(D I T r�- I-- LEGEND: 5M DENOTES IMPACTS IN SURFACE WATER RM DENOTES TEMPORARY , IMPACTS N SURFACE WATER —E—Z ". (9 — LIW. a, EEARNHILL I� COMPANY -NG 3o E ENLARGEMENTS FOLLOW NMI 33 I LLI MD TI -1111 I: III I T— . ....... . rr — — — — — — — — — — — — — — — — — — — — — . . . . . . . . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + — — — — — — — — — — — — — — — — — — — — — — — - — — — — + -YnwZMh - ao — — — — — — — — — — — — — — — — — — — — — — =7' —75-- 1 Ll.T �u DUE�� E—E---E—E ---- 71 / - NI—. LT. Ell—ET. L111 111- —IN El. END FULL TYPICAL SECTION BEGIN RESURFACING ONLY -Y7RPC- STA. 23+50.00 -11— NEE' EMEY T Hos 204N, Xtul SEE 5 EET NOS, 127S 128 f - SES EESE SHEHETEETNONO.. 12 2- EA PERMIT DRAWINGS H SCALE 35 y qo '9 SHEET- OF ' GRAPHIC 'c PLANS F M6L-6 mpeB I_ rw—mmPLE F—E—p—=71 Nk 21 =1 Y "LIT" 1=11% PIN N_ _ZLTLT LEGEND: W -G -R. H -3, 4 DENOTES IMPACTS IN 44-t- NVI SURFACE WATER EARWILL TI-ING DINOTIS,MIO 'ARY GO-- — IMPACTS N SURFACE WATER 33 END CONSTRUCTION ENLARGEMENTS -Y3-STA. 42,94�70 —:I HE FOLLOW A. B..—ILL 10 (D 90 tul J 77 M DIT W, T1. 11 k Tj + J--- A, ----tm,7wz* Lo c u —T N, POP luE P., PLH E E-1—m—lu—mE 'u, ;/u: —ouE MTV' SITE 2 0 K—. LTB �, )P L111 III— LjpEND FULL TYPICAL SECTK��----- BEGIN RESURFACING ONLY -Y7RPC- STA. 23+50.00 A xx"v" D- RAD I 20'UN OTHEMSE NOTED ORIFEIFIEET S,111 I T" 1%-1 -1 PR.1,111 ET GILLI '. R PROFILE . SEE EET NOS, 12 S 128 FOR -FW— PRO ILE SEE SHEET NO. 12M FOR —RPC- PROFILE SEE SHEET NO.— FOR BRIDGE SPETCH 4, PERMIT DRAWINGS SHEET- OF GRAPHIC SCALE '90 PROJECT REFERENCE NO. SHEET NO. R-2250 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MPLE lE PLANS DO NOT USE FOR A W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I I I 110 [S�T 7 - _ { STA. 437 + 08 -L- 10'X 7' RC BC ; SKEW = 95 ° GP ELEV = 83.61 FT. 100 STA. 437 +13 -L- 10'X 7' RC BC SKEW = 95 ° GP ELEV = 83.62 FT., 90 EXISTING RIGHT TOP OF BANK 3:1 NORMAL - EXISTING LEFT HW TOP OF BANK -, -- - - - - CHANNEL BED *NWS: NO WATER IN CHANNEL 1 X3:1 NORMAL EXISTING RIGHT OF BANK HW EXISTING LEFT TOP OF BANK - _ 80TOP - - 0 ----------- 60 50 -i I — PERMIT DRAWINGS — SHEET OF 40 200 100 0 100 200 DETAIL A SPECIAL CUT DITCH INM to Srolel Okh SI.P. FROM STA. 646+00 -L- TO STA. 647+00 -L- LT %O R b F W N �� F ---- 2 y lU O` F OM GI FS 15^ 2GI N willillillillillllllllIll 2GI � 15^ Q FS y F F F 83— GRAPHICS SCALE 5�5.. _100 LEGEND. - PLANS P� F F DENOTES FILL IN WETLAND Off/ E OO R / / F / 2' BASE LATERAL DITCH SEE DETAIL 'E' F C F / / / in1R LATERAL 'V' DITCH — SEE DETAIL 'D/ HW SPECIAL CUT DITCH / O SEE DETAIL 'A' 0 CLASS 'B' RIP RAP _ SITE 8 / EST 3 TONS \£ R /76 SY GEO-TEXTILE _ 9\ / F —� �\�MRS. P.E. BRITT HEIRS T MAP ATTACHED TO '815P 431% � � � a3/ �g / 161�� TERESA MANNIN, BUTTS ET AL ;SAG V / � o / T— —I FS I 2GI PROJECT REFERENCE NO. SHEET NO, R-2250 47 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER F1 ` HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C 27601 N.C.B.E.L.S. License Number: F-0116 ■ BARNHILL CONTRACTING COMPANY INCOMPLE E PLANS DO NOT USE FOR / W ACOWSITION PRELIMINA RY PLANS DO NOT USE FOR CONSTRUCTION F1 ` HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C 27601 N.C.B.E.L.S. License Number: F-0116 ■ BARNHILL CONTRACTING COMPANY 10 EAj TERESA MANNING BUTTS ET AL 1 � SAS �SEMEM - K Ni NPi URAL -_ 162 STATO _rl �j N PERMIT DRAWINGS / SHEET OF < SEE SHEET NOS. 117 & 118 FOR —L— PROFILE SEE SHEET NO. 166 FOR—Y21RPB— PROFILE SEE SHEET NO. 169 FOR—Y21RPC— PROFILE 'Y2/RPC— ,°�/ 2GI WiFG vim: -I 7%' 4' BASE LATERAL DITCH SEE DETAIL'H' \ \ \ �. \' CLASS 'B' RIP RAP EST. 3 TONS CLASS 'B' RIP RAP EST. 8 TONS I \2' 10 SY GEO-TEXTILE CLASS 'B' RIP RAP EST.2 TONS 7 SY GEO-TEXTILE / 21 SY GEO-TEXTILE F �� .45E TAIL DITCH SEE DETAIL D §�0�E-..= 0.20% 10 EAj TERESA MANNING BUTTS ET AL 1 � SAS �SEMEM - K Ni NPi URAL -_ 162 STATO _rl �j N PERMIT DRAWINGS / SHEET OF < SEE SHEET NOS. 117 & 118 FOR —L— PROFILE SEE SHEET NO. 166 FOR—Y21RPB— PROFILE SEE SHEET NO. 169 FOR—Y21RPC— PROFILE - 160 1 0 120 1 0 - 0 10 20 PROD. REFERENCE NO. SHEET NO. R-2250 X-163 30 280 260 2 0 2 0 2 0 180 4 — 2 100 1 0 1 0 1 0 180 200 2 0 2,10 260 280 — - - 3 0 /00 l00 —Y21R 90 808338 /00 90 80 - —- 10+143P.67 gg 14+2f95 0.07Q p,055 0.080 0.070 6:1 61 _90 - - - - - 642 +50.00 327RPB8.3 73+78.35 0..70 0.080 0.070 61 6:1 3: 7 — 6;1 D.P.88.70 83.26 642+60.00 � I , 13+23.66 0.1 _ 0.08Q 0.070 6:1 6:1 3. 6:1 D.P. 8.46 — 8332 — — — — — — — — — -- — — — - ------------ 64/+50.00 18 ? 80 85 - .0.080 0.061 6:1 ba 0.061= D.. 8.30 ---- 64/+00.00 -------- — — T 0.049 0.049 �. Os077 6:1 61 4.087 ,. — —90- 6: D.P.88.23 � -- �— x.432 _— _ — 640+50.00 1+ .55 0.061 0.038 0.038 6:1 61 575:1 D.P.88.25 3.701 — --- ---------d2e,�— 640+00.00 4� WETLANDS WETLANDS - 11233.08 0.04s 0.028 o.ov I I 6:1 6:190 514:1 - 3.77. j D.P.88.37 ----- ------ --- 2.30 -----I------ ------------ 639+50.00 R-2250 PERMIT SITE 8 VETLANDS WETLANDS 321 RPB ' 10+83.36 1 1 0.028 0.025 1 67 6:1 0.016 1 _ 4651 I D.P.88.53 3.73:7 I — — _ I — 82.45 - 639+00.00- --R-22 _ PERMIT PERMIT SITE 8 SHEET 40 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 160 180 200 220 240 . 50 _ - I�pg 1 Qn I /00 — 80 /00 90 80 /00Y 90 So / go DRAWING OF ' 3 0 2 0 2 0 2 0 2 0 200 180 260 280 300 T, 0 z - C GRAPHICS SCALE PROJECT REFERENCE NO. SHEET NO. MATCHLINE SEE SHEET 72C R-2250 52 50 25 0 50 100 IVWDES SHEET NO. � _� ROADWAY DESIGN HYDRAULICS vft,NAD 8— ENGINEER ENGINEER PLANS LEGEND: I I 0 33 DENOTES IMPACTS IN " L / SURFACE WATER M �I -1I l DENOTES TEMPORARY 1 ry m I I HDR Engineering, Inc. of the Carolinas IMPACTS IN SURFACE WATER/ FN N.cB.E.L.S. Licen�seNumberF-27601 0116 I � Il /q9 �I II I 6 BARNHILL CONTRACTING /6h I NIh�I / III I COMPANY CLASS 'B' Rllf RAP N I 6KENNETH H. SMITH, ET UX �✓ / �- EST. 11 TONS ,u 8 SY GEO-TEl(TII� T 2 LASEE ESL, CH �� SITE 9 .°r r —99 SITE 1 EN CE 0ti / / \ CLAS 'I' RIP RAP /0 EST TONS —�9 � i II 1� BEGIN CONSTRUCTION LO TS h 75 SY GEO-TEMILE END F FENCE / Y6 STA. 41+75.00 / ^ +74.71 X99 �' - /! / I f - Gc<' i LLj -- �65 & ISBw - \s\\ PUE PUE PUE — 6 TB-- ,oma _ _ SEE DETAIL 'E' LU H ~ 66 _� / F ` \\ .as e� �..... - - �— W CO Z M �mH -BE �-� - "64 65 _65— 64— 65 -�= / .m°" I y F66—. — Lu �_ —6�_—_— _--- --_— ______ __ _ _—___ ----_ --_ 2F—W 63 �� — —_ _S�'I� y ---- `— O T - -� _ ,. �Y�i. �«.— _ -o. __ _ _ _ _ yg 59--�9 .— 59 .— _55� I4'PvrS&✓I _ J" - 9 99 �L9.PE01 rcucr-�' �-W — — _ -- — - _- --------- -- - - - -gym - J\_ _ a9 Y7 % . o _ — e 9— -- _ `._ 9' moi' =— =�� - �Yp .�-_-_— --- - 8 �� VEbL� oil ---- _` _ _ \ SEE DETAIL 'C' E ---- - - - 0'41'40.7'E N s 6 - _- - ' qk r I 6 65 —F _66 6i- 65, _ _TJir.A— -. _ __F LU COD RETAIN ffE AS�E9 Old EtgdSv�tl—"v ZM y i6l ' l AYD ITY2 .,` ` 4' BASE SPECIAL CUT DITCH I / / 9 7 PUE U � � j E,i�� E Ea YDEN CITY LIMIT SEE DETAIL '1' CLASS 'B' P F zee Eps PUE PUE EST. 3 TONS ` 48' fA pE PUE 1.%� t , / �✓ i ale _ Z 10 SY GEO-T ftw sa \ y LF',f��=1�-�—PUENc m w _ �.5 i� s i PUE In � PUE � PUE PUE PUE PUE'- IAJA o / '" NET A. JOHN— 67� LL s .s3 END CONSTRUCTION I 69'as HOUSE Q T pEN CjY,`IM�T �9e.sz / PUE �?� — � (� 7� w 'LJ _ _. _. _ .. '.-. 99�, 37 _�0`j / ` - _ _-Y6A--STA-. 1'1..+1-l/.00 �: CONTROL VALVE/ Q �_-'-- - - I II I METER SITE �� ----� flflti IL CO, LTDS 1� , � -- p i 3 \ I GUp �S -� I �� I I II II �, I NEUSE REGIONAL WATER / DETAIL E r QI I 1 i I I 2' BASE LATERAL DITCH � I 1 I � AND SEWER ALITHORI� I M bXJ I Ground 3.1 D 3.\ 1""iF�. Fill / pe L Min. D= 1 Ft, F6DS �S FROM STA, 39+50 -FLYBY7- TO STA. 40+12 -FLYBY7- IT - ----- FROM - _ — FROM STA. 40+12 -FLYBY7- TO STA. 45+00 -FLYBY7- LT -T 72' vc b - d I o I - CLIFTON E. WOOTEN.-I cpNcag�E PPS ET UX oN I — _ PERMIT DRAWINGS 33.�R SHEET OF JANET A. JOHNSON �9 I HOUSE , ,; \ J SEE SHEET NO. 128 FOR -FLYBY7- PROFILE SEE — / I - 6 I SEE SHEET NO. 1 813FOR-Y7SBL T NO. 128AF&R-Y7NBL- PROFILES ➢��_ gni i � g5T J MATCHLINE SEE SHEET 72B- dNC®1�^dIl�1LE E Il�1L�N5 DO NOT USE FOR / W ACQUISITION Il�I3E1Ldi�i[IN I8Y 1P1L.�N5 DO NOT USE FO CONSTRUCTION NWS EL = 58.22' EXISING LEFT TOP TOF BANKA HW -- -_ -- ---- --- EXISTING RIGHT TOP OF BANK = CHANNEL BED OUTLET NOT BURIED SINCE EXISTING INLET IS NOT BURIED I C C t) SITE 7 STA. 39 + 89 —FLYBY7— STA. 39 + 83-FLYBY7- 60" RCP—III . 60" RCP—III SKEW =112° SKEW =112° GP ELEV = 81.63 FT. GP ELEV = 81.90 FT. ' 7-r EX STINGROUND ALONG C LV RT � � i . _---------------------------------� ---- EXISTING 60" RCP—III 60 RCP—III 0 @ 0.20 /o I — — � /� ----------------------------� 4-H PROJECT REFERENCE NO. SHEET NO. R-2250 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I dN'C®1^I1�]LE lE ]lg,AN� OO NOT USE FOR AW ACQUISITION _ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED _� I � � � EXISTING RIGHT — �' TOP OF BANK CHANNEL BED 7 EXISTING LEFTj� TOP OF BANK PERMIT DRAWINGS SHEET OF 100 90 80 70 60 50 40 200 100 0 100 200 100 90 80 70 EXTENDS OFF PROJECT - 60 I I 50 STA. 55 + 26 -Y8- 96" CSP SKEW = 84° GP ELEV = 65.93 FT. JUNCTION BOX 3:1 NORMAL EXISTING RIGHT -� - HW -- --TOP OF BANK --------- --- ---NWS ---EXISTING LEFT EL = 58.59' TOP OF BANK L --- -CHANNEL BED I L-A PROJECT REFERENCE NO. SHEET NO. R-2250 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER dNC®IELE OO NOT USE FOR lE PLANS AW ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED --- ------- r - - - - -�- -------- EXISTING - 96" CSP @ 0.20% i I 40 I I � 30 PERMIT DRAWINGS SHEET OF 200 100 0 100 200 PROJECT REFERENCE NO. SHEET NO. R-2250 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER dNC®�IELE OO NOT USE FOR lE PLANS A W ACQUISITION 110 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 100 -IT -1- 90 C L STA. 6 + 46 -Y18- 9'X 7' RCBC SKEW = 82 ° GP ELEV = 74.77 FT. — - �— 80 EXIST T EXISTOPTING LEFT OF BANK ----- 3:1 NO RMAL JEXISING IGH ,_ TOP OF BANK EXIS ING LEFT —= �� _" -- TOP OF BANK CHAt, NEL BED �9' X 7' RCBC @ 0.36% 60 EXISTING 60" PIE 50 40 PERMIT DRAWINGS SHEET OF 200 100 0 100 200 *Rounded totals are sum of actual impacts NOTES: SITE 1 PROPOSED STREAM RELOCATION: 1,914 FT. SITE 4 HAS BEEN ELIMINATED 2013 1oz4 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPArTSF'- SURFACE WATER 19FAU7-9--- Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation Mechanized in Clearing Wetlands in Wetlands (ac) (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 23+91 - 39+93-FLYBY7- ROADWAY FILL 0.14 < 0.01 1,532 92 2 26+00 - 28+50-Y7RPC- UTILITY RELOCATION 0.01 50 3 99+52 - 101+50 -L- 72" RCP-III 0.03 0.01 246 117 5 67+77 - 69+66 -Y9- 54" RCP-III 0.03 < 0.01 6 247+99 - 252+06 -L- 54" RCP-IV 0.08 0.02 7 436+30 - 437+83 -L- 10'x T RCBC 0.05 0.06 233 244 8 638+38 - 639+86 -L- ROADWAY FILL 0.33 9 39+16 - 41+02-FLYBY7- 60" PIPE EXTENSION 0.02 < 0.01 132 38 10 54+55 - 55+79 -Y8- 96" CSP EXTENSION < 0.01 < 0.01 11 5+78 - 7+11 -Y18- 9'x T RCBC 0.01 0.01 61 59 TOTALS*: 0.33 0.37 0.14 2,204 600 0 *Rounded totals are sum of actual impacts NOTES: SITE 1 PROPOSED STREAM RELOCATION: 1,914 FT. SITE 4 HAS BEEN ELIMINATED 2013 1oz4