The URL can be used to link to this page

Home My WebLink About20140053 Ver 1_Permit Drawings_20140108�' }�� ft�ii' gas � �T " { `.' (Version 12;Released September 2011) North t aroTna Department of Transportation Highway Stormwater Program STORMWAilk MANAGEMiNT PLAN FOR'UJIEAR ROADWAY PRWECTS ProjectITIP No.: 17BP.7.R.63 County(ies), Alamance Page 1 of 1 General Project Information Project No.: 17BP.7.R.63 Project Type: Bridge Replacement Date; 121212013 NCDOT Contact: Rodger Rochelle, P.E. Contractor/ Designee Address: NCDOT Management Unit 1020 Birch Ridge Drive Raleigh, NC 27610 Address: Haymes Brothers 440 Hawkins Road Chatham, VA 24531 Phone: 919 - 707 -6601 Phone; 434 - 432 -8282 Email: rdrochelle@ncdot.gov Email; City /Town, Saxapahaw County(ies); I Alamance River Basin(s): Cape Fear CAMA County? I No Primary Receiving Water. Icane Creek NCDWQ Stream Index No.: 16 -28 NCDWQ Surface Water Classification for Primary Receiving Water Primary Water Supply V (WS -V) Supplemental: Nutrient Sensitive Waters (NSW) Other Stream Classification, 303(d) Impairments: None Buffer Rules in Effect Jordan Lake Project Description Project Length (lin, Miles or feet): 0.057 mi Surrounding Land Use: argicultural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.13 ac. 0.18 ac. Typical Cross Section Description: 2 lane road with 10'travel lanes, 4' paved shoulder, and 3' grassed shoulder with guardrail Average Daily Traffic (vehlhrlday): Design /Future: Existing: General Project Narrative: The project consists of replacement of Bridge 154 on SR 2365 (Coble Mill Road) over Cane Creek and associated roadway work. The proposed structure will be a 34' x 6' bottomless culvert. There is a slight increase in impervious surface but treament is not required. References m `M^ V 11 V W 0 t�3i t t 0 C See Sheet t-A For lVex of Sleets See Slcet 1.3 For Corneatroxl Symbols See Slit rC For Survey Control Sleet RW. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARI ,DETOUR ROUTE o K t c V' WN DESIGN DATA PROTECT LENGTH �M a O STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ALAMANCE COUNTY LOCATION. BRIDGE N0.000154 ON SR 2365 (COBLE MILL RD) OVER CANE CREEK TYPE OF WORK: STREAM IMPACTS TO SR 1005 (W GREENSBORO CHAPEL HILL RD,) -or— �N a t n CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 0 0 o V0 w it m m r z 0 0 0 ,o a 00 U� 0 �N �z - z a z n u I'll k TO SR 2371 (PLEASANT HILL CHURCH RD.( n rnn�u�mw C 17BP.7.R.63 1 5 17-11.7.763 M1ANA� PE 17BP.7.R,63 NA RW 178P.7163 I NA CONST lWSP 69�w�Po;k„�9 IY1919W35 19916ROkb 6 >91 SUBMITTAL S -003 25% PLANS 062093 RESPONSE 5-003 25% PLANS 07.0393 PERMIT DRAWING SHEET 1 OF 5 INCOMPLBTB PLANS rae Ary .romanox PRELIMINARY PLANS Pre,�rel rn fM 0lRta d: of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROTECT LENGTH Y HkMioµ�M1, NC �nEdsfl 50 25�B ADT 2013 = 1000 °o1 " " "atta9xi r:.,aw,m�,Mnn R T = 6 %o ' LENGTH ROADWAY PROJECT = 0.051 MILES °aex.w°enauncmno:e.e� vn,rcsm,e.Qin bap mn_srewxn seerrrrunovs PLANS V = 55 MPH LENGTH STRUCTURES PROJECT = 0.006 MILES �b TTST =3% DUAL 3% TOTAL LENGTH PROJECT = 0.057 MILES vc n'xs e 50 250 FUNC CLASS = LOCAL RURAL SUB - REGIONAL TIER RIGHT OF RAY DATE: APRIL 23, 2013 TRACY N. PARROTi. PE A pN� RoA E YGLI DESIGN NEER Ldi PROFILE (HORIZONTALI 10 5, D 10 20 NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE B s�af,'YnIL' APRIL 23, 2013 InOISCr nrs1G \' eNGMPFn ® PROFILE (VERTICAL) PE s9csdnAS, S Pi01ECl 2EFfiENCf NO SHFfi N�. �+ 154 2 P W SEET NO ROADWM ENCI�EER EKGINEER EI,GNEER pNTMPLLE E PLANS — PRELIMINARY PLANS PERMIT DRAWING SHEET 2 OF 5 T� 0 5 It x 5k L -IBM ..._...... SCALE 1" =50' L.+k^N.r^.F JMa^ N1 ., tN 'E' ^— I 6 yszk In A 0 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY a E IMPACTS IN SURFACE WATER E 3 440 640_ 630 Pl • 124W . 630 E4 - fiq09.4P cBEGIN GRADE V JLI ENO GPdOE, EL : 69�B9 620 � .L. ST4.14.00 620 N, EL 50.64 S REMOVE EASTING i BRIDGE EXSTIN RD E ; 610 610 PROP 00 YR. FLEV. •60559 Ip 39 X 6,0 CROMNSPAN OR EOmVALENT i 600 PROP. 25 YR. ELEV 6046 1,01BE .. 600 w5 ELEV� 59&95 —�i DATE:529.0 OCK LINE FROM OR6 LOG a TOP OF FOOTING DETERMINED) , w 590 AT CENTERLK ELEV.: 59975 590 PROFILE VIEW ALONG ROADWAY o 580 580 10 11 12 13 14 12 13 Y 0 DOUGLAS F CLAPP & PATRICIA W CLAPP CL -- hT F x ROGER E OWENS >� ,J SIT ROGER E OWENS "T" } o DB 987 PG 155�� r� r CONSTRUCTION SEQUENCE B 987 P G 155 , T IT N IMPERMUS DIKE 34X6'RC BOTTOMLESS CULVERT I i q� STAGE I I STAGE II I. CONSTRUCT TEMP, IMPERVIOUS DIKE UPSTREAM, ; I, PLACE PRECAST SECTIONS OF BOTTOMLESS , Ir,L, 2. PLACE TEMP,FLEXIBLE PIPE ALONG EXISTING CHANNEL CULVERT AND CONSTRUCT WINGWALLS. P STI AS SHOW N. 2. INSipLL CLASS I RIPRAP ALONG WINGWALLS, EXIS i fir) 3. CONSTRUCT IMPERVIOUS DIKE DOWNSTREAM, 3. REMOVE ALL SEDIMENT FROM STREAM THAT e ti jo b'J p 0 RESULTED FROM CONSTRUCTION ACTIVITIES BASINIS6 PRIOR TO REMOVAL OF IMPERVIOUS DIKES. 5. REMOVE EXISTING BRIDGE ALLOWING I. 4. REMOVE TEMP.IMPERVIOUS OIKES.PIPE.AND NO DEBRIS TO ENTIRE STREAM. -� Y 0 DOUGLAS F CLAPP & PATRICIA W CLAPP -- hT F V� ,J ��I:TIPd �L V a r� r CONSTRUCTION SEQUENCE ! CONSTRUCTION SEQUENCE Y 0 DOUGLAS F CLAPP & PATRICIA W CLAPP PERMIT DRAWING SHEET 4 OF 5 0 �o\ 0 z CLEARING AND GRUBBING ER010N CONTROL FOk CONSTRUCNON SHEET 4 ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS I V� CONSTRUCTION SEQUENCE ! CONSTRUCTION SEQUENCE IMPERMUS DIKE 34X6'RC BOTTOMLESS CULVERT I i 34x6'RC BOTTOMLESS CULVERT STAGE I I STAGE II I. CONSTRUCT TEMP, IMPERVIOUS DIKE UPSTREAM, ; I, PLACE PRECAST SECTIONS OF BOTTOMLESS I 3i� 2. PLACE TEMP,FLEXIBLE PIPE ALONG EXISTING CHANNEL CULVERT AND CONSTRUCT WINGWALLS. j AS SHOW N. 2. INSipLL CLASS I RIPRAP ALONG WINGWALLS, fir) 3. CONSTRUCT IMPERVIOUS DIKE DOWNSTREAM, 3. REMOVE ALL SEDIMENT FROM STREAM THAT 4. DENATER CONSTRUCTION AREA INTO SPECIAL STILLING RESULTED FROM CONSTRUCTION ACTIVITIES BASINIS6 PRIOR TO REMOVAL OF IMPERVIOUS DIKES. 5. REMOVE EXISTING BRIDGE ALLOWING 4. REMOVE TEMP.IMPERVIOUS OIKES.PIPE.AND NO DEBRIS TO ENTIRE STREAM. SPECIAL STILLING BASINISI. 6. CONSTRUCT FOOTINGS, S. COMPLETE ROADWAY, 7. CONSTRUCT CHANNEL AND ARMOR CHANNEL EMBANKMENTS. j— sL INCH TEMR)wY IMP: RVIOUS T DICE PERMIT DRAWING SHEET 4 OF 5 0 �o\ 0 z CLEARING AND GRUBBING ER010N CONTROL FOk CONSTRUCNON SHEET 4 ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS I WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From /To) Structure Size I 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) 12 +31 to 12 +63 CL 12 +35 to 12 +70 -LT 12 +35 to 12 +92 -RT- excavation /channel realignmenttor bottomless culvert, floodpain bench, stabilization and temporary pipe and impervious dikes 0.06 0.01 91 21 TOTALS: I I I I 1 1 0.06 1 0.01 1 91 1 21 Revised TM5 mM �i 11 V W pq See Sheet t-A For lVex of Sleets See Slcet 1.3 For Corneatroxl Symbols See Slit rC For Survey Control Sleet MIX11Y :NAP RW. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARI ,DETOUR ROUTE 0 w fl o K t c V' WN DESIGN DATA PROTECT LF. �VGTH �M a O STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ALAMANCE COUNTY LOCATION. BRIDGE N0.000154 ON SR 2365 (COBLE MILL RD) OVER CANE CREEK TYPE OF WORK BUFFER IMPACTS TO SR 1005 (W GREENSBORO CHAPEL HILL RD,) -or— �N a t n CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 0 0 o V0 w it m m r z 0 0 0 ,o a 00 U� 0 �N �zZ Z� a z n u I'll k TO SR 2371 (PLEASANT HILL CHURCH RD.( rnn nsr �u�m w 17BP.7.R.63 ;r: �WSP 69�w�Po;k„�9 „9,K'A3 IY1919W35 19916ROkb 6 >91 SUBMITTAL S -003 25% PLANS 062093 RESPONSE 5-003 25% PLANS 07.0393 PERMIT DRAWING SHEET 1 OF 4 INCOMPLBTB PLANS rae Ary .romanox PRELIMINARY PLANS Pre,�rel rn fM 0lRta d: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROTECT LF. �VGTH Y HkMioµ�M1, NC �nEdsfl 50 25�0 ADT 2013 = 1000 USUHNIT °o1 " " "atta9xi r:.:aw,m�,Mnn R T = 6 %o ' LENGTH ROADWAY PROJECT = 0.051 MILES °aex.w°enauncmno:e.e� vn,rcsm,e.Qin bap mn_srewxn seerrrrunovs PLANS V = 55 MPH LENGTH STRUCTURES PROJECT = 0.006 MILES �b TTST =3% DUAL 3% TOTAL LENGTH PROJECT = 0.057 MILES vc n'xs e 50 250 FUNC CLASS = LOCAL RURAL SUB - REGIONAL TIER RIGHT OF RAY DATE: APRIL 23, 2013 TRACY N. PARROTi. PE A pN� RoA E YGLI DESIGN NEER Ldi PROFILE (HORIZONTALI 10 5, D 10 20 NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE B s�af,'YnIL' APRIL 23, 2013 InOISCr nrs1G \' eNGMPFn ® PROFILE (VERTICAL) PE s9csdnAS, BUFFER IMPACTS SUMMARY BUFFER REPLACEMENT ME STATION (FROM/TO) ,. .�.� .,., •� -, - , -- � � iii ,� i i Rev. May 2006 , 4� �• � �� ' I ��t � ,� x'11 F ,�� '"r � qq �>, it ' I I fridge Na 154 ( rd 1 VV4 ^r h 1 a it's (ii! � � I ��/ \iii r ✓ � �� t�, @ �... �'`• � � 4f I { it 1 t It 4 �q Prepared By Prepared For 0 Replacement of Bridge No. 154 on Qale'.: December 2013 Figure sca'e o 250 500 Feet The SR 2365 (Coble Mill Road) Grrouna R over Cane Creek 1 1 JobNo:I s NCDOT Project. l7BP.7.R.63 9tss Q a By ' NMS cne�� I aY K K Alamance County, North Carolina Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos NARROW BRIDGE SIGN, 1110 LOOKING NORTH Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos LOOKING WEST LOOKING EAST Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos LOOKING WEST UPSTREAM FROM TOP LOOKING EAST DOWNSTREAM FROM TOP Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos LOOKING SOUTH POSTING Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos PIER ABUTMENT 1, ABUTMENT 2 SIMILAR Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos SUPERSTRUCTURE SPAN 2, SPAN 1 SIMILAR LOOKING WEST UPSTREAM Structure 000154 County ALAMANCE Date: 0112512011 Structure Photos LOOKING EAST DOWNSTREAM