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Home My WebLink About20191484 Ver 1_17BP.2.R.92_Permit_Drawings_2019-10-22_20191030Highway North Carolina Department of Transportation �s Storm Highway Stormwater Program a STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.2.R.92 TIP No.: County(ies): Pitt Page 1 of 1 General Project Information WBS Element: 17BP.2.R.92 ITIP Number: Project Type: Bridge Replacement Date: 1/18/2019 NCDOT Contact: William (Galen) G. Cail, PE Contractor/ Designer: TGS Engineers (Ben Henegar, PE) Address: 1590 Mail Service Center Raleigh, NC 27699-1590 Address: 706 Hillsborough Street Suite 200 Raleigh, NC 27603 Phone: 919-707-6711 Phone: 919-773-8887 ext. 123 Email: gcailCa�ncdot.gov Email: bhenegar@tgsengineers.com City/Town: Greenville County(ies): Pitt River Basin(s): Tar -Pamlico CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.111 Mi. Surrounding Land Use: IForest, Cropland, and Rural Residential Proposed Project Existing Site Project Built -Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Two 11' paved travel lanes with 2' paved shoulders and 2' grassed shoulders (5' with guardrail). Two 11' paved travel lanes with 3'-10' grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 500 Year: 2035 Existing: 430 Year: 2018 General Project Narrative: (Description of Minimization of Water Quality Impacts) Replacement of Bridge No. 730171 on SR 1418 (Staton House Rd.) over Johnsons Mill Run in Pitt County, NC. The proposed 85' long by 33' wide two -span bridge would replace the existing 53' long by 28' wide three span bridge. The proposed grade will be about 0.5' above existing ground within the vicinity of the bridge and roughly matching existing ground outside of the bridge. Bridge No. 730171 is within the Tar -Pamlico River Drainage Basin and shall adhere to the Tar -Pamlico Buffer Rules. The proposed bridge will have no direct discharge into Johnsons Mill Run. Stormwater runoff from the proposed bridge will flow to two traffic bearing grated inlets at the downgrade end of the bridge and outlet into a proposed grass swale outside buffer zone 2 in the southwest quadrant of the crossing. There are existing corrugated steel drive pipes that outlet directly in Johnsons Mill Run in all four quadrants. The proposed bridge construction will conflict with these pipes and existing ditches. The ditches will be moved outside the bridge construction and the drive pipes will be removed and replaced with class 'I' rip -rap at embankment. It was determined that the rip -rap at embankment would be a better option for long-term maintenance in lieu of replacing the pipes because of future drainage district maintenance. Waterbody Information Surface Water Body (1): Johnsons Mill Run NCDWR Stream Index No.: 28-91 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) Highway North Carolina Department of Transportation F a Storrn),vatcr Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.2.R.92 TIP No.: County(ies): Pitt Page 2 of 2 Swales Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Water Body Base Width (ft) Front Slope (H:1) Back Slope (H:1) Drainage Area (ac) Recommended Treatm't Length (ft) Actual Length (ft) Longitudinal Slope N Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used BMP Associated w/ Buffer Rules? -L- 13+12.50 LT (1)Johnsons Mill Run 2.0 3.0 3.0 0.09 9 9 1.08% 0.40 0.9 0.50 1.0 No No 35.656608 /-77.403659 Additional Comments W 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 F5 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. ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER DETAIL 1 RIP -RAP AT EMBANKMENT (Nel to Scale) on�n Grade t'S Type of Liner= CI- T Rip-Rop DETAIL 2 DETAIL 3 DETAIL 4 SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH I Nol to Swle) (Nelro Scale) (N°I le Scale) X of Fill \ Fill N.., � �.� °' Fill Ground :) D 3'\ `yec Slop Naloral 3' Slope Ground 3.) 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° 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. I SHEET NO. I7BP.2.R.92 04 W SHEET NO. _ ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER WETLAND AND SURFACE WATER IMPACTS DOCUMENT NOT CONSIDERED FINAL N'qD UNLESS ALL SIGNATURES COMPLETED BEGIN STATE PROJECT 17BP.2.R.92 8� N Rs 0 TGS ENGINEERS -L- POT Sta. 10 + 65.00 SITE 1 ?O0; TGS 706 HILLSBOROUGH ST. STE. 200 0 RALEIGH, NC 27603 PH (919) 773-8887 O O CORP. LICENSE NO.: C-0275 YARDLEY LAMONT MORNING I ANDRES CASTILI DB 2996 PG 08 I DB 3302 PG 856 MB 22 PG 19T -L- PC Sto. 13+27.52 RIPRAPMAT E EMBANKMENT CELASSSE iI''IRIPI-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 IF_ / CLASS 'I' RIP -RAP S ,S EST. 20 TONS j' CLASS II RIP -RAP GEOTEXTILE STRUCTURE PAY ITEM E5T.4o SY -L- PT Sto. 15+44.75 CLASS 'B' RIP -RAP i T EST. 2GEOT TONS I SHED �. 1 O EST.7 Y 1 i EST. 7 SY�_65 L / O it I 18' RCP -IV I I D / + 3B.22 MARY HARRISNAFKINSON HEIRS CIV-L- POT Sta.12+2829 = -DRV- POT Sto.10+00.00 PERMIT DRAWING GWSPEC. CNOT DISTURB DITCHLATSHEET 2 OF 5ONC.PAD SEE DETAIL 2 _j 41 p0 /' Q Q I SPEC. LAT.'V' II Q 1 E DITCH I I E C E SEE DETAIL 2 II ESE-- RDE _ PDE_ C - --- c \ F t I E I C----------c - - - C AT - EXIST R/ - ® \ - _ EXIST R/W C _ I5' RDPE REMOVE _ RE O - a R >----- �V 15'RCP ,�4 O OV // / IN IB"RCP C --__ GREU TL-0 � F F i ,E 18" �o ,x'1, F F --T -_ _ -- ---_----_r- ---_-- F7 FDP _ FDPS FDP$ 2'FDP$ 30 - - - - =�- -- - BEGIN SBG ® TB2G1 // -- - - - - - - �/ - - - - - - k k N -- ---- 13+08"SRCP-IV -L- /� O /S+OO N l6'O3'O7.9e N 25'TYP. NO+I k Al /6' 52 55 0e m m SBG 25 TYP. SR l4/8 l57ATON HOUSE Rb120 857 N 73 07' 05.0" E 13+D14.63 B -3 ® TB2GI -- --------.��-- S-w ------ - - FDPS_ -- ----- --_-- g:l -S�_- �_-3'fBPS------------_ FDPS F F H �F�� i - - - w--------- �, F_ --------G-F-----------F z -- o---°---_-o -- --_ _°-�- _----- - - - -°- GREU TL�3-- I 75 � 100' TAPER C C _ 4 _ - C I lid X-X&�-E3X EXIST R/vim_ XX-X-(� X x - X X X > _ - C - - - - - - - C T i BMIO ExisT R/w SPEC. LAT.'V' \ C I DITCH O `� -- _ ' PDE PDE o PDE PDE C PDE � I PUE SEE DETAIL 2 PD TE �a - REMOVE \ y C EXISTING PUE PU� \P\UE E E PU BRIDGE PU PUE PUt PUE I I n\ �, SPEC. LAT. BASE SPEC. LAT.'V' o_ I N \ DITCHD C -D - PC Sto. 10+23.00 �F \\ \ t- SEE DETAIL 3 SEE DETAIL 2 I , I I BARNHILL CONTRACTING / \ m \ m COMPANY SPEC. LAT.'V' 40 DB 3414 PG 487 SSEECDETAIL 4 \ \ / o? V WOODS I CLASS B' RIP -RAP I I O EST.10 TONS 2 GEOTEXTILE A EST. 25 SY .. .. .. .. .. ._ I ti SPEC. LAT. 'V' DITCH SEE DETAIL 4 I I CLASS B' RIP -RAP GEOT EST. TOILE NS I I EST15 SY E15 SY I I -DRY- PRC Sta. 10+6831 SPFC. LAT. BASE DIT-DRV- POC Sto. 11+OO.00 SEE D DETAIL 3 BEGIN APPROACH SLAB I I END APPROACH LA9 ---__ END CONSTRUCTION -L- STA 13+2393 RIP -RAP AT -L- STA 14+33A. -DRV- $ EBANDETAIL11T ~l P/ Sto 14+36.14 P1 Sto 10+46BO P/ Sto 11+15.09 BEGIN BRIDGE CLASS 'I' RIP -RAP END BRIDGE �7 EST. 20 TONS A = 949' 47.P (RT) A = 43' 16' 17.6" (LT) A = 75' 52' 55.5" (RT) Q� -L- s7A /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 L 1 T = 108.62' T = 23BO' T = 46.78, CELASSE IAIRIP-RAP DB 3054 PG 7n R = 15.000.00 R = 60.00' R = 60.00' GEOTEXTI ENS GO SE = NC SE = NC SE = NC -DR/- POT Sto. 11+69.75 EST. 75 SY J ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER BEGIN STATE PROJECT 17BP.2.R.92 SITE DETAIL 1 RIP -RAP AT EMBANKMENT (Nel to Scale) on�n Grade 1.5 Type of Liner= CI- 'I' Rip-Rop DETAIL 2 DETAIL 3 DETAIL 4 SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL 'V' DITCH I Nol to Swle) (Nelro Scale) (N°I le Scale) of Fill ,� Fill Fill Ground :) D 3'\ `yec Slop Naloral 3' Slope Ground 3.) �°�°e Slope F Ground :) D u Min. D= 1.0 Ft. d D B= 2.0 Ft. Min. D= 1.0 Ff. Geoledile 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 ENGINEER DOCUMENT NOT CONSIDERED FINAL NAD 8 UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS -L- POT $ta. 10 + 65.00 -- �N RS 2O� TGS 706 HILLSBOROUGH ST. STE. 200 0 RALEIGH, NC 27603 CORP. CENSE Ho :c-0275 UIARD MORNING s ANDRES CASTILI / G 08 DB 3302 PG 856 19T _ i n/ / -L- PC Sto. 13+27.52 / m b A. -RAP ENT zs _CASTRIP-RAP/% /n/ / // END STATE PROJECT 17BP.2.R.92 / I EST. TONS, /i S�, RIP -RAP AT -L- POT Sta. 16 + 61.00 SPEC LAT BASE `v' / I ' / / / / EMBANKMENT DITCH / // / I I I I / / CIA DETAIL 1 SEE DETAIL 3 I- / / I / / \ I \ — EST. TE TONS II RIP -RAP GEOTEXTILE _ 'SIfRUCTURE PAY ITEM\ _EsyAQ5M ,- -L- PT Sto.15+44.75 CLASS 'B' RIP -RAP / _ f-� O EST. 2 TILE / OZ /�ti // // .o AV III 1� 2A-i W' - 6FD EST. 2 TONS 28 � � ED � , / / EST.7 SY 18"RCP-Iv D Bill 4- 3,22I ISFD �,/ /' / / / A / / 41Y �ARR1S� T�INs9►+ -L- POT Sta.12+2829'� ��/�/-za��/// -DRY- POT Sto.10+00.00 /d //� A / PERMIT DRAWING / DO NOT DISTURB , / / e� i '' SEE DE LAT Y SHEET 3 O F 5 Co PAD I ( �� I /N/ / / // �Q7 I^S SEE DETAIL 9ti �� . SPEC.DITCr.'v' �� / ttl / �� E E �/ W/ X, / SEE DETAIL 2 , II E�E / — / RAE — PDE \\--- C C-------/ C ---- __- Exlsr R/ I � � - - _ "--E-wsca✓ IIE� - _ IS'RCP- -- ---- _ - RE OV''~` IN IS RCP �'i 2 _ >� -- _ O 15'RCP a 6RE17-T��Z -----�. L-- F i� 18" TTTTT 1 F �— ------ � OV - ?'FDPS T - - FDPS / �_s _ _ = FDPS .- .. .. _ _ -- _ --- BEGIN SBG ® I12G1-- i m m o 13+09.$4_ 15+00 0 o rn x — T8" cP-IV /� -L O z5 N ' P. W t J N /6'03'07,9E -28-- __ END SBG B -3 / k k $ 25'TYP.I n� N _13-+1u3 0 / i SR 1418 (STATION HOUSE Rb) 20' BST 73. 07' 05.0" E - ® TB2GI ----------.��-- S-w _---- - --- FDPS_ -3TfBPs-- - --------_30,w-- F v F H 7---\__ ✓ c-F-------__--_� _ N�586 - _ ___ - . - I _ _ _ cu. O - 2-- - __-- ---- __- ___ ,. --- - _ - --- -_ 100'SAPFR- - LZ-�' -� - -_ d - -_ _ �y ° -- -_ _ _��`/ I I _-- -SZ- --�� EXIST R/ X X - X X �>. > : O _ "�� / 7[RS777/1�— X 3x `� X�=3X�-X-(� � --- / � .. C - - �g - _ _ �-6Z C - - � I �16� SPEC. -1.'V' \ C / ' C _ - / I i DITCH O `C _ PDE SAE PDE -PDE PDE _ _ PUE SEE DETAIL 2 PD TE a . REMOVE / / _ \n _ � 4`` , /C / ' ' / / EXISTING I / _ __ - / BRIDGE PUE PU 1 �UE �� E E / / POE--O£ P�1 Imo— PUE SPEC. LAT. BASE SPEC. LAT. 'V'- DITCH IT H SEE DETAIL 3- -- --SDEE�DETAIL 2 I I v9, -D - PC Sto. 10+2300 F \ / coN titiq BARNHILL CONTRACTING Z' � \ m `�f/� / ,/ ////4b sPEG.LAr.'v' " / COMPANY DITCH//%%' /// // // DB 3414 PG 487 SEE DETAIL 4 / ��\ // / /// / �_ / %' / ,' / / , AV / woods CLASS 'B' RIP -RAP O EST. 10 TE TONS / \T 2 �EST.25 SVE ---- SPEC. LAT.'V' 6Z�� SEE DETAIL 4 -31 CLASS 'B' RIP -RAP E5T.5 TONS \GEOTEXTILE ST.15 sY -DRV- PRC St&,10'+68.3/ V SPEC. LAT.ens�\�\VAAA�� -D - POC Sty lI+OOAO SEE DETAIL 3/ I / SPD / PR( ✓ , � V E D aRRRoacRBE �P----- END CONSTR�T7 �� ,3+2 I I /RIP - EMBANKMENT �V �� -L- STA 14+33A. \ -L- -DRV- E BEGIN BRIDGE I / SEE DETAIL 1 \ END BRIDGE / CLASS T RIPRA\ \ P/ Sto 14+36.14 Pt Sto /0+46.80 P/ Sto 11+15A9 \ /// / . I E5T. 20 TONS 0 = 949' 47.r (RT) p L 411617.6U) 0 = 75e 52 555VRTJ A� I c- STA ,3+jgb3 1/�/I FGSEogDSaE \ A �- STA ,4+2z� D = 0 22' 55J" = 95e29' 34.7' D = 95e29' 34.7E fo -DRY- /pfil Sifd �l 4778 //// i RIP -RAP AT \ \ JEFFREY TEEL & E R LEWIS CONS CO INC / I I EMBANKMENT \ \ LORI BROWN HARRIS DB 2019 PG 565 L = 21723' L = 453r L = 79.46, I 11 / / A SEE DETAIL 1 AI \ DB 3054 PG 711 T = 108.62' / T = 23.80' T = 46.78 1 1 \ \ A N \ \ III I� A ��CLA.SS Iror"P ,1 j R = 15,000.00 oc R = 6000 R = 60W -DRV- POT ig , \ \ GEPTExrlE O SE = NC SE = NC SE = NC �:�2) `\ I �st.75 SY o WETLAND AND SURFACE WATER IMPACTS I WETLAND AND SURACE WATER IMPACTS 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 -L- 13+74 to 14+19 LT 1 @30', 1 @55' Cored Slab < 0.01 < 0.01 9 21 1 -L- 13+35 to 13+83 RT 1 @30', 1 @55' Cored Slab < 0.01 < 0.01 10 22 TOTALS*: < 0.01 < 0.01 19 43 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb W 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