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Home My WebLink About20190622 Ver 1_R.140_Permit_Plans_2019-05-02_20190510I a i 0 n° / I E a O f L 0 0 E 0 0 L1 U — L o-u 0 N Tw '-C-0 C See Sheet 1A For Index of Sheets See Sheet 1 B For Standard Symbology Sheet lsf 2yG'�Cy - � Ro o I - RAND RD ALL a (SR 1612 sPs �� lSE 6�31 O /PC RACE TRACK R (5R 1452) END PROJECT M(SRT11654) \% P GR�bO BEGIN aPy PROJECT VICINITY MAP •--�• DETOUR N.T.S. BEGIN PROJECT WBS 17BP.10.R.140 -I- STA.12 + 00.00 STATIC OF NORTH CAROI INA DIVISION OF HIGHWAYS ANSON COUNTY LOCATION: BRIDGE #217 LANES CREEK ON SR 1654 (MORTON RD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE SURFACE WATER IMPACTS PERMIT SEE FIGURE SITE 1 BEGIN BRIDGE -L- STA. 15+01.75 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD H. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) DESIGN DATA ADT 2015 = 80 ADT 2025 = 160 DHV = N/A D = N/A T = 0% V = 35 MPH FUNC. CLASSIFICATION: SUB REGIONAL TIER PROJECT LENGTH LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.140 = .126 MILES LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.140 = .033 MILES TOTAL LENGTH OF PROJECT WBS 17BP.10.R.140 = .159 MILES NCDOT CONTACT: GARLAND HAYWOOD, PE Division Bridge Manager I SITE 1 1 END BRIDGE -L- STA. 16+74.25 'AT8 STATE 1R.— R—R— NQ S NO.T 17BP.10.R.140 STATE BRw.NQ F—M-NQ RRSCRIWMON 17 B P.10. R.140 P.E. 17BP.10.R.140 ROW & L NORTH CAROLINA /N Z� 0 2� END PROJECT WBS 17BP.10.R.140 -L- STA. 20 + 40.00 80, 0' 80, Permit Drawing Sheet 1 of 7 GRAPHIC SCALE PLANS PREPARED FOR THE NCDOT BY.• ST� T 100 STV Engineers, Inc. V 900 West Trade St., Suite 715 p� Charlotte, NC 28202 NC License Number F-0991 2018 STANDARD SPECIFICATIONS NIKKI T. HONEYCUTT, PE RIGHT OF WAY DATE. NOVEMBER 9, 2018 PROJECT ENGINEER CLARK E. GROVES LETTING DATE. AUGUST 7, 2019 PROJECT DESIGNER HYDRAULICS ENGINEER DESIGN ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED P.E. ap NORr b b > 0 d��A eO�,tY Gg TRNYIf L LEGEND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.13 182 SW IMPACTS PERMANENT >0.01 28 SW IMPACTS (D LANES CREEK FARM LLC DB 977 PG 326 I I I f Y I W W U W N Q-j ^ S C TEMPORARY IMPACTS \ IN SURFACE WATER =S2 1 FOR DEWATERING 55 FT T� 15" EMPORARY �( SPECIAL STILLING BASIN PI TYP.) (TYP.) DECK DRAINS (TYP.) 8" X 6" x 5' CENTER FROM STA. 16+53 TO STA. 15+68 RT I E� E �. C —_ -----F� '----------------- --I I 1� 7 T T T T4TTTTT — — — — — — — — — —F — — — --- ----------------- ----------------- ------------------- - PERMANENT IMPACTS SR 1654 (MORTON ROAD) IN SURFACE WATER = S4 ------------- - 16 FT _ F---F----------F--------- ---- PERMANENTIMPACTS IN SURFACE WATER =S5 C m O LANES CREEK FARM LLC DB 977 PG 326 a 0 r m EI a �40' 0' 40, E a GRAPHIC SCALE Permit Drawing Sheet 2 of 7 Is - TEMPORARY IMPACTS IN U.T. =S3 74 FT IMPERVIOUS DIKE I (TYP.) SEE FIGURE SITE 1 STV STU Engineers, Inc. Zoo 900 Wesk Trade St, Site 71, PROJECT REFERENCE NO. SHEET NO. neProR.14o 2 p Ch,,"". NC 28202 NC License Number F-0991 RW SHEET NO. ROADWAY DESIGN HYDRAULICS p ENGINEER ENGINEER N Z Co / 2 DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED SITE 1 15" TEMPORARY O PIPE (TYP.) SPECIAL STILLING BASIN LOUISE T. HOUGH (TYP) IDS 339 PG 127 E E -R C C-------------- C \ I TEMPORARY IMPACTS IN SURFACE WATER =S1 1 FOR DEMO. & CONST. 108 FT 1► I 0 IMPERVIOUS (TYP.) DECK DRAINS (TYP.) 8" X 6" 5' CENTER FROM STA. 16+53 TO STA. 15+68 RT O LOUISE T. HOUGH DB 339 PG 127 �' PROJECT REFERENCE NO. SHEET NO. ` STV Engineers, Inc. LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.13 1� SW IMPACTS PERMANENT >0.01 N 28 SW IMPACTS STV100 90o we:l Twee sr., s�l�e GIs OBPJORJ40 3 lii \'� Charlotte, NC NC License Numbermber F-0991 KW SHEET NO. ROADWAY DESIGN HYDRAULICS PoPo ENGINEER ENGINEER (nu ° Z �II�II; LU LU ��,�, 1 1 �\ j;l� C C 'p, z/ i , j CO �� 1 II' v, �I;II L.-' o �Q Z �' .iliu N 2 DOCUMENT NOT CONSIDERED FINAL 1 , Q 'I�'lil, UNLESS ALL SIGNATURES COMPLETED SITE 1 LO5F RFACE WATERDEWATERING R Lh 1 I EMPORARY g PI�(TYP.) `F SPECIAL STILLING BASIN [ Q \ (TYP.) 15" TEMPORARY O PIPE (TYP.) SPECIAL STILLING BASIN (TYP.) LOUISE T. HOUGH DB 339 PG 127 1 I DECK DRAINS (TYP.) 8" X 6" " " x E E n `-^ ( ' J 5' CENTER FROM STA. 16+53 -- / rL�dAi� /Cj�EEK Fi�RIY) 'LLG� / TO STA. 15+68 RT DB► 977 jPG J326; / I \�—E C 65 ; i E ; , v -- C -- F — _ PERMANENT IMPACTS _ ---- �� / SR /65g-(MOR7-ON Ramf IN SURFACE WATER =S4 --- 1--------=----------may --- 16 FT - -- - --- � —_-- / F ---- -- — — — —7777 -- _-_ --- _ _ _ _ PERMANENT IMPACTS _ --- _— IN SURFACE ATER S5__-- \ I WN V I A \ N4N EI'I ---- A�� -� � -- _--- -_-_� _ DECK DRAINS P. 8" X b" - --- - ---- -- '---- . 5' CENTER FROMSTA. 16+53 - - �SZ� - TEMPORARY IMPACTS I TO STA. 15+68 RTV�� "��Z------- LANES CREEK FARWID IN SURFACE WATER =S1 ( F \ - m 97-7_PG t FOR DEMO. & CONST. - _ �7s o = - _ _� IMPERVIOUS DIKE r - - _ (TYP.) - m- ------------ y TEMPORARY IMPACTS s �IN U.T. =53 I' IMPERVIOUS D. - � n �'�� E FT (TYP 74 ' --- Y J \ �\ a Iii W _ r I I , ) � I a �l E `v` EE l ; I ___ I cl \ h 1 LOUISE T. HOUGH 40' �0' 40' \ �� V U R E DB 339 PG 127 v \ �N� J; / v \ �N I' I / if ' GRAPHIC SCALE Permit Drawing \ 1 e V\ I IIII N Sheet 3 of 7 PROJECT REFERENCE NO. SHEET NO. 178PJORJ40 4 LEGEND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.13 182 SW IMPACTS PERMANENT >0.01 28 SW IMPACTS O N 2� CO /o 2� Q, O LANES CREEK FARM LLC DB 977 PG 326 E E DECK DRAINS (T1 X 6" 5' CENTER FROM ST STA..16+53 TO STA. 15+68 RT R Y \ W U SPECIAL STILLING BASIN x O� . 15" TEMPORARY + IPIPE (TYP.) IMPERVIOUS DIKE (TYP.) TEMPORARY IMPACTS IN SURFACE WATER =S2 FOR DEWATERING 55 FT PERMANENT IMPACTS IN SURFACE WATER =54 16 FT u, PERMANENT IMPACTS IN SURFACE WATER =S5 m a 12 FT � E E TEMPORARY IMPACTS IN U.T. =S3 e 74 FT a SEE FIGURE C E E C SITE 1 C C 20' 0 20 E E 1 O a LANES CREEK FARM LLC GRAPHIC SCALE DB 977 PG 326 DL Permit Drawing Sheet 5 of 7 IMPERVIOUS DIKE (TYP.) TEMPORARY IMPACTS IN SURFACE WATER =S1 FOR DEMO. & CONST. 108 FT I STV Engineer S, In PROJECT REFERENCE SHEET N0. STU1�� 900 west Trade St, Suite 715 178PJO.RJ4NO.0 5 p�yd, Charlotte, NC 28202 NC License Number F-0991 KW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 15" TEMPORARY PIPE (TYP.) SPECIAL STILLING BASIN (TYP.) J E E E E LOUISE TT.. HOUGH DOCUMENT NOT CONSIDERED FINAL —� DB 339 PG 1 27 UNLESS ALL SIGNATURES COMPLETED DECK DRAINS (TYP.) 8" X 6" 5' CENTER FROM STA. 16+53 TO STA. 15+68 RT LOUISE TT.. HOUGH DB 339 PG 127 SITE 1 I PARCEL NO. 1 PROPERTY OWNERS NAMES AND ADDRESSES NAMES LANES CREED ]FARM LLC LOUISE T. HOUGH V 5218 MARINE CLUB DR WILMINGTON, NC 28409 3051 RANDALL ROAD POLKTON, NC 28135 NCD®T DIVISION OF HIGHWAYS ANSON COUNTY PROJECT: 17BP.10.R.140 BRIDGE #217 OVER LANES CREEK ON SR 1654 (MORTON ROAD) Permit Drawing Sheet 6 of 7 SHEET 6 OF 7 5 / 2 / 2019 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 15+01.75 / 16+74.25 CORED SLAB - 1 @ 45', 1 @ 70', 1 @ 45' - 27' OTO >0.01 0.13 28 182 TOTALS: >0.01 1 0.13 28 182