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Home My WebLink About20190653 Ver 1_SF_130309_Permit Drawings and impact summary_20201102 35.921633, -81.671564 co p r+ },. • , . e -41111 a I 46.ti: _.. e „. 0 lir- + '.4. - - „:• , . , ... . • • . : •,;s:,, 0. ..4.10_ , s,,, AI • ii-7.? .1 i . .40i, --; ,,..wristioih= .1- , 70 .. .-,,It , _ _ ..... • .. ... .747t., , . .., L...p. ,lii. 4 ollettsville \`'�, .. -R� ' rC� e\ L,, 1:10. \ 4' r '1" Ja 1 'tjfir 3 . ,...4.,...:4:f_, :. 't' BRIDGE 309 4It ,. - ,, ,., I, ..?': .:)•...,1. .A.,;., ...' :'., } Y ..,c;. iiftr;‘,-:-v.4`:, ::i:,.:,.Y..7.„7'1,.7'1-4--,...'...:•=1_-1Thl,...,po:.7._,.il:' ar ., .A. \-,;--.4' o'" '4 •- '-'. --1; R6 Adak° ' • • 4,W. Soh f , t,.........,,, - _ ,. . ,., ...,. .., i ICYI� i' r Yam` 0 500 ' 1,000 2,000 Y ` _ Feet LW OneMapo Ir i i f Geographic[Information EG I Analysis W 22E .. �� a� osspow �� \. AVERY / 321 5:- WILKE18 tip 411111[4'40/Sp eu CALDWELL ;` +r7!`�1�':�ji ��l ��►`*�► ► •I 4 It if ,� ! ALEXANDER r l _ Division 11 D ;. i } iCenoir ' 127 EN BURKE 181 , CALDWELL COUNTY o- c- Al> BRIDGE 130309 NiEll . SHEET 1 35.921633, -81.671564 __ 0o -- . i I I/; �, ' v 4 1 � i /`, - so; `� 0 1 / - / \ , \ — i ti___ -- rry�r Dj / ?L / 9. TL BRIDGE 309 �., ' I I. r 41"t7'' / ��a � 0 USGS The National Map:National Boundaries Dataset,National Elevation Dataset,Geographic Names Information System,National Hydrography ® an 9,000 2,000 Dataset,National Land Cover Database, National Structures Dataset,and National Transportation Dataset; U.S.Census Bureau-TIGER/Line;HERE Road Data. Data Refreshed July,2017. , `;,__ WILKES Illiwiim i ■ ill' , 221 321 18 �'��►4#■115.9 '�' AVERY/' CALDWELL ,,,rnalaVtik lAl ��►*16& \r_,._,< r..��r .►>rMtMMMM�>>[ �� ' W ,.. (ALANR ', i 18 Division 11D T.L'enoi 127 r BURKE181 321 CALDWELL COUNTY RKDK, 16 BRIDGE 130309 3211— SHEET 1 Highway North Carolina Department of Transportation i :L°t y Highway Stormwater Program STORMWATER MANAGEMENT PLAN ,, (Version 2.07;Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.11.R.175 TIP No.: SF-130309 County(ies): Caldwell Pa e 3 of 7 General Project Information WBS Element: 17BP.11.R.175 TIP Number: SF-130309 Project Type: Bridge Replacement Date: 9/12/2019 NCDOT Contact: Kevin Hining-Division Environmental Officer Contractor/Designer: RK&K-Jonathan Whittington,PE Address: Highway Division 11 Address: 900 Ridgefield Drive 801 Statesville Road Suite 350 North Wilkesboro,28659 Raleigh,NC 27609 Phone: 336-903-9129 Phone: 919-878-9560 Email: kjhining@ncdot.gov Email:jwhittington rkk.com City/Town: Collettsville County(ies): Caldwell River Basin(s): Catawba CAMA County? No Wetlands within Project Limits? No Project Description Project Length(lin.miles or feet): 74 ft.(0.014 mi.) Surrounding Land Use: Rural Proposed Project Existing Site . Project Built-Upon Area(ac.) 0.2 ac. 0.2 ac. Typical Cross Section Description: 2-lanes at 10'each with 2'-0'paved shoulders 2-lanes at 10'each with 2'unpaved shoulders Annual Avg Daily Traffic(veh/hr/day): Design/Future: 640. Year:2018 Existing: Year: 2018 General Project Narrative: This project replaces existing bridge#309 which has an overall length of 40'-0". The bridge consists of timber floor on low water I-beams and channels. The bridge is 17.2'wide (Description of Minimization of Water out-to-out. The proposed bridge will be a 50'single span utilizing 21"cored slab.The bridge width is 30'out to out. The proposed bridge will incorporate extra tall end bent caps Quality Impacts) acting as abutments skewed at 11 degrees to the stream.There is a slight increase in the impervious area of the project,however there is no significant increase in the discharge from the roadway runoff. Waterbody Information Surface Water Body(1): Mulberry Creek NCDWR Stream Index No.: 11-38-32-(15) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 13+17 Bridge Replacement < 0.01 0.0 17 92 TOTALS*: < 0.01 0.0 17 92 0 *Rounded totals are sum of actual impacts NOTES: Existing conditions around project is mostly grassed. Total amount of clearing is 0.02 acres. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/24/2019 Ashe County 17BP. 11 .R. 183 SF-040177 Revised September 2014 SHEET 4 OF 7 cr LL30309 PROJECT REFERENCE NO. SHEET NO. 17BP.11.R.175 2D—/ co RAN SHEET NO. NAD $ p11 ROAENGIN ER SIGN HYDRAULICS ENGINEER PERMIT DRAWING SHEET 5 OF 7 DRAINAGE DETAILS TAIL A DETAIL B DETAIL C DE DITCH LATERAL 'V' DITCH STANDARD 'V'DITCH SPECIAL(Not CUT (Not to Scale) (Not to Scale) toe) Front b Ditch \oS Slope Natural Fill Natural Natural Natural b• e< Ground ? 1 1'7FT. Ground 1 Ground Ground ?•� D F\o J D ' Slope ? D '• Min.D=1.0 Ft. Min.D=1.0 Ft. b=5.0 Ft. Min.D=1.0 Ft. —L— STA.13+39 RT,L=21',S=1.0%, —L— STA.13+60 TO STA.14+00 RT —L— STA.14+00 TO STA.14+50 RT BEG. EL=1081.85',END EL=1082.05' ti 0 N O O (h 0 Cl c m N W F PLANS PREPARED BY : RKK W 0 U oo RUMMEL,KLEPPER& KAHL,LLP N L 900 RIDGEFIELD DRIVE SUITE 350 N= RALEIGH,NORTH CAROLINA 2 76 09-39 60 NC LICENSE NO.F-0112 • (919)878-9560 2¢W Cr I 1130309 PROJECT REFERENCE NO. SHEET NO. WETLAND AND SURFACE WATER IMPACT / 17BPJ1.R.175 4 -L- I - 03 P1 Sta /1+06.55 P1 Ste 12+87.76 P/Sto 13+87.96 P1 Ste 15+06.24 P/Sta /6+05.38 RAM SHEET NO. 0= 2'26'29.8"(RT) A= /0°40'04.6"(RT) A= 63°24'01.3°(RT1 A= 6°/6'32.6"(LT) A= /P 52'07.6"(LT) I D = P 08'45.3" D = 7°09'43J° D = 136°25'06.7" D = 6°2/'58.3" D = lP 56'11.8" L = 2/3.07' L = 148.95' L = 46.47' L = 98.58' L = 99.43' I �� PERMIle DRAWI1�lG T = 106.55' T = 74.69' T = 25.94' T = 49.34' T = 49.89' BM 41 R = 5.000.00' R = 800.00' R = 42.00' R = 900.00' R = 480.00' -L- Sta.13+10.41 OFFSET - 140.92' c� Ro = 60' Ro = 60' Ro = 60' N = 800897 E = 1209023 ELEV = 1085.26' / I r' SHEE 6 OF 7 e = 4% e = 4% e = 4% I I o�j DS = /5 DS = /5 DS = /5 • // I I DOCUMENT NCONSIDERED FINAL I UNLESS ALL SATURES COMPLETED / I / I N 1/111144:t;It:II:;C134. �' / RONALD I TEMPORARY SURFACE 1 MCKINLEY RADER , WATER IMPACTS TEMPORARY SURFACE JOHNS-GAMEWELL, LLC J. WATER IMPACTS woods SEE INSET A p �/ `s/' I oil filet VP fit ' CL II RIP Y7 P SEE INSET BIN4 -L- PCC Ste.12+13.07 W/GEO ro o 5/ WG x x x full! \ iti ExlsrlNc Riw _ GREU TL-2 A F - -3 P/RAP //1� °IMi —, _, Ste— R��►. Iz-/� �` I 4,,„„� , =40TO ABINGTON RD. — , '��_�'Irr ♦ / � �Yr//��7E��b O 11 _ \ /0+00 V aLL .mor milt ��1� �2s+:71�jj : `��\\� �� L L COUNTY i go, 7 ,. chi liTB U- �� / ��\ 2GIB lieli \\ \ oS , _ __ GREU-TL-2 0 !`!lg�.r.sMOW� ' INSET B CRAGS a�i .,. //!?!b I �� L�i��,,_TING R/W E `L — f° I ,�� d�r�� \F\ N s"� — -- iMI ih erg— PUE�� Q�-�T&T _ �II.G�� ' 11 1"4.l �d l ��,�� i idbif ruE 9 it ® � /�f✓� � 1%I�� CURVE �, /O Y AND WIFE, I / /ry� �♦ gl 116 -L- PC Sta.10+00.00 ��.<, rue 1., / �/ilk ar. U TL-2 a 'GRADE �'` OKD° COFFEY ��V d � 1/11 �cw.r iPERMANENT SURFACE �=C ♦ I ICL I :IP RAP ►., iiiiii N OVERLAY. WATER IMPACTS 1 \\' '' LG " �1y.�/Ul.,_. 1 . I W/ ve FAB l RCM F I_ o J� gait \ V ��.��! PT Sta.14+20.00 �, � � uos.a� IMPERVIOUS s so°..'so"w tixR�... Ili 1" 40 \��E FARM I I DIKE ) ��,e: I II STANDARD V DIT H T/ IIIIW` _, \ \\ liii.... -L- PC Sta.14+56.9/ �',,♦ ISEE DETAIL C -L- PCC StO +62.02 G� / ��, < Y ��II m Allibt ' 5„ RCP-IV op *0 4 \\ \ t+ I NSET A - ' W/G o AB ` �t I I I / GREU TL \ I PECIAL CUT V DITC , 'Cl" o \ SEE DETAIL A F \ \ BRIDGE SKETCH (NOT TO SCALE) \ h ` \ w o `x kJ' V DITCH \\\ ° \ \ \2 p° , I i BEGIN BRIDGE END APPROACH SLAB REE FARM II m SEE DETAIL B \ o s GREU TL-2 STA.13+06J7 STA/3+69.30 I • o y RONALD \ o ''° TYPE III y MCKINLEY RADER V A is ��' .\ cr, �� TYPE III °P m \/ \ A a A\ 9- illeallifellili I I W —j F aiss I t \I f�' L I I/ / V \ \ \ m r z A� \ \ � END OVERLAY. cGREU TL-2 TYPE III Ff 0 L POC Sta.15+20.0 \ \ 0� 5 TYPE III �\ I \ \L- PCC Sta./5+55.48 o BEGIN APPROACH SLAB \ SHOP CURVE g STA./2+95.30 END BRIDGE GREU TL-2 \ \ / E SrA./3+58.43 \ \ 0 c It \\ \\\\ \.• , . \ \\ \\ co I GRASS lit \ \ \ IWO( a. SURFACE DENOTESWATERTS IN \ \ 900 Ridgefield D ve Suite 3501 Raleigh,North Carolina 27609-3960 m"" NC License N0.F-0112 oN�� %�.✓// DENOTES TEMPORARY \ � �f /, IMPACTS IN SURFACE WATER .� Engineers)Constmction Managers'Planners1Scientists NI m \ ) n PAVEMENT REMOVAL Y+vN+.rRk.cnm O<ti\ \ Responsive People Creative Solutions Cr ' I 1130309 PROJECT REFERENCE NO. SHEET NOcr 1 WETLAND AND SURFACE WATER IMPACT / 7BP.1/.R.175 4 03 I - P1 Sta /1+06.55 P1 Ste 12+87.76 P/Sto 13+87.96 P1 Ste 15+06.24 P1 Sfa /6+05.38 RW SHEET NO. 0= 2'26'29.8"(RT) A= /0°40'04.6"(RT) A= 63°24'01.3°(RT1 A= 6°16'32.6"(LT) A= 1P 52'07.6"(LT) I D = P 08'45.3" D = 7°09'43J° D = 136°25'06.7" D = 6°2/'58.3" D = lP 56'11.8" L = 2/3.07' L = 148.95' L = 46.47' L = 98.58' L = 99.43' I �� PERMIT DRAWING T = 106.55' T = 74.69' T = 25.94' T = 49.34' T = 49.89' BM 41 R = 5.000.00' R = 800.00' R = 42.00' R = 900.00' R = 480.00' -L- Sta./3+/0.41 OFFSET = 140.92' c� Ro = 60' Ro = 60' Ro = 60' N = 800897 E = 1209023 ELEV = 1085.26' / I r' SHEET 7 OF 7 e = 4% e = 4% e = 4% �i� DS = 15 DS = 15 DS = 15 I00 / I DOCUMENT NOT CONSIDERED FINAL /1� 2 / I t UNLESS ALL SIGNATURES COMPLETED m~ // ,_„,0,_ co IR / I .. liOf.,,,.c, II III��4 J. / isse64, RINLD I 11111 44w 0 TEMPORARY SURFACE N nl� / MCK NL Y RAD R I e� n WATER IMPACTS 41/ am' Ali R ACE JOHNS G� . LL eI�arr I r R .TS S 0 �l / m� 1,,k rit �I�q�II WOODS o d ail �� cRAss ' 1 CL II RIP ft E I SEA B N �,�� I�, a eem\ -L •CC Sto.l2+13• I W/ EO 4R 1-;a �I o i i��l �4�1 if V �4,R WE x x x x x 14 L. _= v o: ' 1�ilia," ��1111� t. oI� I ill;1 ��I�_, ��_ nNc R/w , `[r►� �JI :_ e ___ y._ tlet °. -_;.yam s4''� IF%�7 l Q�� I �, �� ►.•,; %� it —'�� Set F _ —• TL-z- ___RIP �l�ft �� •l � N� `, �e r r_ �`l , SfAIF 8801 __ ///r��l; I I Rf — n�rN- ��i 1 =40 17 !.�1� �q �(�� _ r TO ABINGTON RD. — — — — IN i 4 i — oe / i 11-1t� Via- ,11 i i - *�Y 11Il'r .. I I• 00 VaLL 113/1 p"i .1E.oo iproir If __....a11013, gelt aim �l � N z\ ) \t, je i; LL COUNTY F to awls TB _______—_....iscersrve Anorli — O 41.40 , i evil,. /r® �/ '• 6e�1 ,r, �RAss pp _ _ ,_ , �:a., ,;��1� j i ...� INSET B R ..gray,- ,„„ 0I —{� n_ .�j'.� I IP► __ iip� �, ir-' :\..0 i0�� " Y AND WIFE, I �r.. i V' •clli�u \SHtoP CURV , Awe, -L- PC Sfa.10+00.00 l �1��'T I E ��/ ► ��1� '/I�/��.:1„ D. COFFEY I II @ CL I" RAP ' `�__1 rl of s'iuu, \GR:U TL-2 i� GRADEAPERMANENT SURFACE � LII/II.�`r ,� I 1111 _II Iq� " L '►"� .�r I 1 71111, • ` •`r/ PO ERLl'1+20.��,,,,.. WATER IMPACTS ; I 1� 6 I p <b W�1[..• AB �a 111c1\III I�i_`~=�.. ��` �1 I I os.a IMPERVIOUS / J ,1i11SCAIF �. E E�RM I. rn .4 . �1i= 1 � �1"=40' \ e `/ DIKE m �. <� oa `1� 1 I'1 "Otto/ I II TA-�DARD V I IT 1P,Ar� /4/ �d`.;I \ /\ -L- PC Sfa./4+56.9/ rJ I I t S E DE A L L- "'CC ]/ ?, .' 1 �1, \ \ �_, ,, CL P P �� pINSET AI I 81 gemW OABc �E TL \4oik\ VIv. eO I� .PECIA�L CIIT• 111' AA mSEE T I A F \BRIDGE SKETCH (NOT TO SCALE) .�• m \ Vi.4vv o \LATE' L 'ITCH \BEGIN BRIDGE END APPROACH SLAB TREE FA• N SE' DE I B \ c� \ v-ar `GREU TL-2 STA.13(-O`t 6J7 STA.13+69.30 N.e m, RO . II \\ \4 ''° TYPE III MIKINLI •ADER % ��.10 TYPE III - �• \ a A \• \a \ `• \\\ �oc AA) r" __-13 I 9 END s ERLAY. GREU TL-2TYPE III "IIIIIIIIIIIIIIIIjllPI a6 � L PeC Sta.l5+ 0.00I 1ma 0�iiii_vrtAiii TYPE III � -L- ••C Sta./5+55. • I \ BEGIN APPROACH SLAB SHOP CURVE see g STA.12+95.30 END BRIDGE GREU TL-2 \ \ \ E A S� ./3+58.43 @ oo 0 P A '' ,,, `0 . \ \ • w I 111 m ` a \ s s 0 \ 6 \, G ASS A'N ct RiCSC m� SURFOTES ACE WATERTS IN e \ \\ �\ \,\ g00gR tllgefield D878 �ve Suite 350 Raleigh,North Carolina 27609-3960 O N / \ \\. NC IJCen60 N0.F-0112 DENOTES TEMPORARY ao m O. �� /, IMPACTS IN SURFACE WATERS \ Engineers l Construction Managers I Planners I Scientists �=m m ��/1:AVEMENT REMOVAL N.rRR.cnru LL ��\\ �� ResponsivePeoplslCreativeSolutlons