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Home My WebLink About20191484 Ver 1_17BP.2.R.92_Buffer_Drawings_2019-10-22_20191030W C s E L a T S i v O] Co 71 C_ 3 O L O C N E STATIC OF NORTH CAROL INA nTI7TCT((-�)NT �(111P T TTrI�T 1A7' A 7,7C STATE STATE PROJECT R BREET NO. TOTAL SI@8T& N.C. 17BP.2.R.92 TQ PROl.N0. .A.PROl. OL+9CRIP]TON 17BP.2.R.92 WA PE 17BP.2.R.92 WA RW, UTIL 17BP.2.R.92 WA CONST. NING F6 1419 CHOOL RD.) CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III DOCMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared For: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS 20 20 40 ADT 2020 = 440 1000 Birch Ridge Dr., Raleigh NC, 27610 10 0 ADT 2040 = 520 D H V = 12 % TGS TGs ENGINEERS By: 706 HILLSEOROUGH ST PH (111) 131-1117 � CORP. LICENSE NO.: suITE zoo S °g� @r Q PLANS D LENGTH ROADWAY TIP PROJECT 17BP.2.R.92 = 0.096 mile cons rr RALEIGH, NC z76o3 P.E. 20 10 0 20 40 = 55% T = 15% V = 60 MPH LENGTH STRUCTURES TIP PROJECT 17BP.2.R.92 = 0.017 mile SIGNATURE: ® Ty r g �A 2018 STANDARD SPECIFICATIONS V. MARCUS LOWERY, PE TOTAL LENGTH TIP PROJECT 17BP.2.R.92 = 0.113 mile RIGHT OF WAY DATE: ROADWAY DESIGN ENGINEER PROFILE (HORIZONTAL) * TTST =4 % DUAL =11 % OCTOBER 9, 2019 *tee 1' �® OP, PROJECT ENGINEER LETTING DATE: MARCH 17, 2020 4 2 0 4 B FUNC CLASS = LOCAL RURAL SUB -REGIONAL TIER DAVID STUTTS, PE P.E. 8�� NCDOT CONTACT PROFILE (VERTICAL) SIGNATURE. KI ALLOWABLE IMPACTS ZONE 1 \\\\\\\ ALLOWABLE IMPACTS ZONE 2 DETAIL 1 RIP -RAP AT EMBANKMENT (Nel to Scele) 1 oa�n Grade 1.5 Type of Liner= CIa T Rip l DETAIL 2 DETAIL 3 DETAIL 4 SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH I Nw 1° Swle) (Nel ro Scale) (N°I le Scale) of Fill 3.\ N.., � �.� Fill Ground :) D 3'\ `yeS Slop Slope Nalo I Ground ,?.) D �e Slope F Ground :) D u Min. D= 1.0 Ft. d B= 2.0 Ft. Min. D= 1.0 Ff. Geole k Min. D= 1.0 Ft. Type of Liner= Cl'B• RiVRap M°x. d= 1.0 Ft. FROM -L- STA. 13+38 TO STA. 13+86 LT FROM -L- STA. 11+00 TO STA. 12+75 LT FROM -L- STA. 12+75 TO STA. 13+64 LT FROM -DRV- STA. 10+26 TO STA. 10+50 LT FROM -L- STA. 13+15 TO STA. 13+48 RT FROM -L- STA. 11+50 TO STA. 12+75 RT FROM A- STA. 12+75 TO STA. 13+31 RT FROM -DRV- STA. 10+23 TO STA. 10+50 RT FROM -L- STA. 14+09 TO STA. 14+42 LT FROM -L- STA. 14+20 TO STA. 15+50 LT FROM -L- STA. 14+00 TO STA. 14+50 RT FROM -L- STA. 13+67 TO STA. 14+25 RT FROM -L- STA. 14+50 TO STA. 15+25 RT PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.92 04 W SHEET NO. _ ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER DOCUMENT NOT CONSIDERED FINAL BEGIN STATE PROJECT 17BP.2.R.92 N� UNLESS ALL SIGNCOMPLETED SSS GS ENGINEERS -L- POT Sta. 10 + 65.00 SITE 1 qo a� _ EN�r%�I 7000 PH 919) 7 NO.: C-027500 BUFFER IMPACTS YARDLEY LAMONT MORNING ANDRES CASTILLO HELAREZ DB 2996 PG 08 DB 3302 PG 856 MB 22 PG 19T -L- PC Sto. 13+27.52 RIP -RAP EMBANKMAT ENT CLASS SEE DETAILiI''IP IRI-RAP END STATE PROJECT 17BP.2.R.92 EST. 30 SSn�,, GEO EXTILE RIP -RAP AT -L- POT Sta. 16 + 61.00 SPEC. LAT. BASE `-v' EST. 60 SY EMBANKMENT DITCH SEE DETAIL 1 { SEE DETAIL 3 I(-" / CLASS 'I' RIP -RAP S ,S EST. 20 TONS j• CLASS II RIP -RAP GEOTEEST.40 SY ILE STRUCTURE PAY ITEM E5T.4o SY -L- PT Sto. 15+44.75 CLASS 'B' RIP -RAP i ) EST. 2GEOT TONS I SHED �. 1 t O EST.7 Y 1 i EST. 7 SY / O it I 18' RCP -IV I I D B2 / 1 + 3.22 MARY HARRIS ATKINSON HEIRS / -L- POT StoC N/F.12+2829 = -DRY- POT Sto. 10+00.00 1 --- v F�PE�RIMIT DRAWING � � "� Ww DITCH 'V'DO NOT DISTURB e4.CONC. PAD 1 � SEE DETAIL 2 SEET 2 OF 6 £) fl E3 G3 £3 it I J Pq p I v i �yo�y j _� Q I SPEC. LAT.'V' It Q i E X" A,/ E DITCH SE E DETAIL E RD L/ 1 - --- 8 --- --- ® OV 5'RCP OV - - EXIST R/W ExlST R/------- J \ P IS' HDPE REMOVE - _ O -� RE O - RETAIN is FCP_ � m / GREU TLC F p F F F i ,E 18" �� 'L F --T -_ -- F7FDP _ FDPS FDPS 2'FDP$ 300 - - - - =�- -- - BEGIN SBG ® TB2G1 -- ----- k k N -- ---- 13+08"SRCP-IV -L- 0O 15+O10 N l6'O3'O7.9e N 25'TYP. LO+I k Alf /G 52 55 0w m m 25 TYP' SR l4/8 lSTATON HOUSE Rb120 BST N 73* 07' 05 0 E 13++14.63 END SBG B 3 ® TB2GI -- _-------.��__ 5-w ------ - - FOPS_ FDPS -3'fBPS---_-------_---_30,w-_ F F H �F�� i - - - w-- ---- �, F--------G------ -----F z _ -- o---°---_-o -- --_ _°-�- _---------°- 9 _- - _ _-GIEITT«�- GIN-SBG-_ - - W O GREU TO 75 OVE 100' TAPER C C _ 4' - I I F X ;�-X€.�-E3X ExlsT aiv X�=3x-X-� X _ X X / _ - - - - _ - C T BMIO ExisT a)w SPEC. LAT. 'V' \ r- ///// DITCH O C - - // PDE PDE PUE SEE DETAIL 2 PD TE 4�a �� '� REMOVE f 1 y C ! EXISTING PUE PU �UE /// E E PU BRIDGE PU PUE PUS PUE SPEC. LAT. BASE SPEC. LAT.'V' o i Xi. DITCH DITCH I I \ / SEE DETAIL 3 SEE DETAIL 2 I I -D - PC Sto. 10+23.00 �F \ h/ t- N \ ?� ^ - I 1 BARNHILL CONTRACTING z" \ / CO �`` w COMPANY SPEC. LAT. 'V' / (NV I I DB 3414 PDITCH G 487 SEE DETAIL 4 \ // /• o WOODS I CLASS B' RIP -RAP � I O EST. TONS 2 GEOTETEXTILE m EST. 25 SY .. .. .. .. .. ._ I ti SPEC. LAT. 'V' DITCH SEE DETAIL 4 I I CLASS B' RIP-RAPEST. 5 GEOT EST. TOILE NS I I EST15 SY E15 SY I I _ I -DRY- PRC Sta. 10+6831 SPEC. LAT. BASE -DRV- POC Sto. lI+OO(K7 DITCH 3 FD BEGIN APPROACH SLAB I END APPROACH LAB _____ EpNtD CONSTRUCTION -L- STA 13+2393 RIP -RAP AT -L- STA 14+33A. -DRV- SEE DEALI11T �l P/ Sto 14+36.14 P1 Sto 10+46BO P/ Sto 11+15.09 BEGIN BRIDGE CLASS 'I' RIPRAPEND BRIDGE �7 EST. 20 TONS A = 949' 47.P (RT) A = 43' 16' 17.6" (LT) A = 75' S2' S5.5" (RT) Q� Ll -L- STA /3+3453 ES . 4 SY -L- STA 14+223T D = 0' 22' 55J" D = 95' 29' 34.7' D = 95' 29' 34.7e -DRV- PT Sto.11+4778 RIP -RAP AT JEFFREY iEEL & E R LEWIS CONS 65 INC \ LORI BROWN HARRIS DB 2019 PG 565 L = 21723' L = 45.31' L = 79.46' �� EMBANKMENT T = 108.62' T = 23BO' T = 46.78' CELASSE IAIL 1 DB 3054 PG Tn RIP -RAP R = 15.000.00 EST. 35 TONS ..GEOTEXTIEGO SE = NC SE = NC SE = NC -DRV- POT Sto. 11+69.75 EST.75 SY J KI ALLOWABLE IMPACTS ZONE 1 \\\\\\\ ALLOWABLE IMPACTS ZONE 2 DETAIL 1 RIP -RAP AT EMBANKMENT (Notro Scele) 1 oa�n Grade 1.5 Type of Liner= Cl— T Rip -Rap DETAIL 2 DETAIL 3 DETAIL 4 SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH I Not to Swle) (Net ro Scale) ( Net le Scale) of Fill 3.\ N.., �.� °' Fill Ground :) D 3'\ `yeS Slop Slope Nato Ground 3.) D �e Slope F Ground :) D u Min. D= 1.0 Ft. d B= 2.0 Ft. Min. D= 1.0 Ft. Georo k Min. D= 1.0 Ft. Type of Liner= Cl'B' RiVRap M°x. d= 1.0 Ft. FROM -L- STA. 13+38 TO STA. 13+86 LT FROM -L- STA. 11+00 TO STA. 12+75 LT FROM -L- STA. 12+75 TO STA. 13+64 LT FROM -DRV- STA. 10+26 TO STA. 10+50 LT FROM -L- STA. 13+15 TO STA. 13+48 RT FROM -L- STA. 11+50 TO STA. 12+75 RT FROM A- STA. 12+75 TO STA. 13+31 RT FROM -DRV- STA. 10+23 TO STA. 10+50 RT FROM -L- STA. 14+09 TO STA. 14+42 LT FROM -L- STA. 14+20 TO STA. 15+50 LT FROM -L- STA. 14+00 TO STA. 14+50 RT FROM -L- STA. 13+67 TO STA. 14+25 RT FROM -L- STA. 14+50 TO STA. 15+25 RT PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.92 04 W SHEET NO. _ ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER DOCUMENT NOT CONSIDERED FINAL BEGIN STATE PROJECT 17BP.2.R.92 q� � UNLESS ALL SIGNATURES ENGINEERS -L- POT Sta.10+65.00 SITE 1 a °j N � I:I:as 706 HILLSBOROUGH ST. STE. 200 0 RALEPH IGH, NC 27603 O 87 BUFFER IMPACTS 2p CORP. LICENSE NO.BC-0275 YARDLEY LAMONT MORNING s ANDRES CASTILLO HELAREZ 30- DB 2996 PG 08 DB 3302 PG 856 MB 22 PG 19T _ i / 4N -L- PC Sto. 13+27.52 / N b A At EMBANKMENT/ /-23_JoEE DETAIL I, -CLASS TRIP -RAP / wti / END STATE PROJECT 17BP.2.R.92 EST730 TONS, SSn�,, aGHOTf,1F I E / / RIP -RAP AT -L- POT Sta. 16 + 61.00 SPEC LAT BASE `v' L/ I / T / / EMBANKMENT .. DITCH // / I I I I / / / / / CLA SSEE TAIRIP-RAP L 1 SEE DETAIL 3 / I- / / / / I / / / / / �^ \ I / EST. 20 TONS / / // / �' CLASS II RIP -RAP A GEOTEXTILE CLASS 'B' RIP -RAP _ I / ,G \ \SIfR4CTUgE PAY ITEM\ _ -L - PT Sto. 15+44.75 / O E OTEXTILE TONS �S@ED -9Z� // // / \ I N GFo EST.7 SY / II 18" RCP -IV S� / ^/�•� �,/ /: / / // //// / / A / / 411 HARR1S A I KINSON/HE1RS' ' 1 �I ISFD / 4J' " Y/ -L- POT Sta.12+2829 = I 1 I I �� 1, // / I 11 III / / SPEC. LAT. 'V' -DRY- POT Sto. 10+00.00 / l /ZP / DO NOT DISTURB j /' •ed /// DITCH • E RM I T D RAW I N G -I� I CONC. PAD /�S SEE DETAIL 9�' £� fl t3 G3 c3 �IJ CRY ��`� 1 // / /� // ' � // / / SHEET 3 OF 6 I �Q SPEC. LAT.'V' E / a i I 2 SEE DETAIL z E � � ' -�� AT - 'RCP } IS'HDPE R�IAOVE - --- O RC - _- Oy. / /,ICE 0 - ETAIN - is, RCP $ - 6REi - / --T - --T' - -- _ ----_- -- F7 � .. .. •' I 'P-� 'FDP T FDPS __ _ _•. -_ , �-s � --_ FDPS----_-- - 2'FDPS 0 L _ BEGIN SBG m m O 13+09. __ // 15+�00 0 o m x m — 9 1v / /! =L o N /6' 03' 079e -28-- __- END SBG B -3 / /// p 25' TYP. SR 1418 ISTATON HOUSE Rb) 20' BST IV 73. 07' 05L E 13 1#b3_ O / l / '� �7 L //I F — ---- F — w — -- FOPS — - - __� — — — --- - 8'1 S%P— 5 �—-3'fBP�--_,— _---_— F -2 v w 7---mac �— — —— — — — —c— �. _—� — _— - -_ __ - - — � w— i w GREU TL-----�— j � -- _ ° FDPS - - - GREU_T« O _ h� alrr... O. i — — OV _ -- 704'SAPFR— — LZ-C 8Z —— ° Z-- --- - Exlsr Ri X X - X "t^ x—xE—E3x x�3X—X—(� / — — — 1:RfST"F/4o- — DITCH O / (3E �PDE / PDE /oE" PUE SEE DETAIL 2 PD P�E a / �/ / REMOVE /- BRIDGE 7 --- C / ///EX STING --_ PUE PU UE Q� E E/ / Bd i PU ' / POE —os P�1 PUE SPEC. LAT. BASE SPEC. LAT. 'V' i' ^� i I \ // , / • /////// / / / DI DITCDEIFAIL 3_- --SEE-DETAIL 2 SEE I II a PC Sto. 10+2300 ci -D h/ - \ BARNHILL CONTRACTING Ca� /%/j / / //�/ /'°/i- COMPANY DITCHLAT. 'V' / ///�o / / // �/ / / DB 3414 PG 487 SEE DETAIL 4 WOODS / ��// / �J / % / I y CLASS 'B' RIP -RAP ""V ✓/ /// // / /�� // EST. 10 TONS / T _ O GEOTEXTILE "EST. 25 SY -----' SPEC. LAT. 'V' / DITCH �6Z-' SEE C�DETBIL4 SS RAP� EST. 5 TONTEXTILES I /// \1, GO1 ( N��VA�C / I I G+ STE.15 SY -DRV- PRC Std,10'+683/ V S CHur.ens�\�\VAAA\�� \ l / 1 SEE DETAIL3/ SPD � �-D - POC Sty lI+OOAO END ,aRRRoacR Lae / END CONSTRUC l0 I / ----- / �L� I�� /-;+� I I / /� EMBANKMENT �V �� -L- STA 14+33A. \ -L- -DRV- E BEGIN BRIDGE / / // / SEE DETAIL 1 \ E D BRIDGE / CLASS T RIPRAP\ \ \ P/ Sto 14+36.14 P/ Sto /0+4680 P/ Sto llt/5A9 \ /// / . / E5r. zE TONS 0 = 949' 47.r (RT) p � 4.T16' 17.6 (LT) 0 = 75e 52 55.5VRTJ A� I L- STA 13+345s //i/// I og0 S \ A �- STA /4+2z� D = O'22'55J" Q - 95e29 34.7' D = 95e29'34.7e fo —DRV— Pr1st6 p/ 47.78' //// RIP -RAP AT \ \ JEFFREY TEFL & E R LEWIS CONS 65Co 1NC / I I EMBANKMENT \ \ LORI BROWN HARR13 DB 2019 PG 565 L = 21723' L = 453r L = 79.46' 11 / / A SEE DETAIL 1 AI \ DB 3054 PG 711 T = 108.62' / T = 23.80' T = 46.78 1 1 \ \ A N \ \ III 1�A��A� EeA.SST. 35 I, Rld-! °�j j R = 15t000.00 oc R = 6000 R = 60� -DRV- POTg , \ \ TONS GEOTExrILE O SE = NC SE = NC SE = A/C Est. 75 sY o I RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 -L- 13+20 to 13+90 LT 1 @30', 1 @55' Cored Slab x 432 300 732 1 -L- 14+10 to 14+80 LT 1 @30', 1 @55' Cored Slab x 509 328 837 1 -L- 12+50 to 13+40 RT 1 @30', 1 @55' Cored Slab x 389 747 1136 1 -L- 13+65 to 14+35 RT 1 @30', 1 @55' Cored Slab x 312 214 526 TOTALS*: 1642 1589 3231 0 0 0 0 0 NOTES: Total Buffer Impacts = 0.08 Ac. Revised 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE STATION ZONE 1 ZONE 2 NO. (FROM/TO) (ft) (ft) 0 0 TOTAL: 0 0 NOTES: No wetlands in buffer impacts at site. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 9/16/2019 PITT COUNTY 17BP.2.R.92 Revised 2018 Feb I SHEET 6 OF 6