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Home My WebLink About20201578 Ver 1_SMP (Final)_20210129 -M Highway North Carolina Department of Transportation (41Pli--Th' M__= ',,,,I,::: e StOCCY1j Highway Stormwater Program STORM WATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.14.R.208 TIP No.: County(ies): Macon Page 1 of 1 General Project Information I 17BP.14.R.211 TIP Number: Project Type: Bridge Replacement Date: 1.29.2021 NCDOT Contact: Patrick J.Breedlove Contractor/Designer: TGS Engineers(Jimmy L.Terry P.E.) Address:253 Webster Road Address:804-C North Lafayette Street Sylva,N.C.28779 Shelby,N.C.28150 Phone: (828)631-2141 Phone: (704)476-003 Email:pjbreedlove@ncdot.gov Email: City/Town: Franklin County(ies): Macon River Basin(s): Little Tennessee CAMA County? No Wetlands within Project Limits? No Project Description Project Length(lin.miles or feet): 0.059 miles I_ Surrounding Land Use: Rural Residential&Agriculture Proposed Project Existing Site • Project Built-Upon Area(ac.) 1.5 ac. 0.5 ac. Typical Cross Section Description: 30' 20' Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: Year: General Project Narrative: Bridge 180 is located on Tellico Road(SR 1369).The North Carolina Department of Transportation(NCDOT)is proposing to replace the subject bridge. The purpose of the (Description of Minimization of Water project is to replace the functionally obsolete 20'W x 25'6"L timber deck on I-beam bridge with a 27'W x 51'L x 21"H cored slab bridge unit.Traffic will be detoured onsite Quality Impacts) utilizing staged bridge demolition and construction.The new bridge unit will sit at a 120 degree skew on 2.6'end bent cap.The existing stable ditches will be maintained.The proposed bridge inteior gutter drainage system inculdes 1 outlet pipe(approx.6"diameter)located at the southeast portion of the bridge.The drainage outlet discharges 0.10 cfs into a lateral v-ditch which flows north along Tellico Road into Sugar Cove Creek. Waterbody Information Surface Water Body(1): Tellico Creek NCDWR Stream Index No.: 2-40 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters(Tr) Other Stream Classification: Impairments: Aquatic T&E Species? Yes Comments:Spotfin Chub NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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) 4 00 ' STATE STATE PROJECT REFERENCE NO. SHEET TOTAL �� NO. SHEETS O r - \l 1 131 11 32- ' � \ �o� 17BP.14.R.208 EC-1N 113 1114 ` 0, 1133 ` STATE OF N011 � AA1 , NA STATE PxwNO. FAPRw.No. DESCRIPTION noN n3 17BP.14.R.208 N/A PE �e°µ \ --_ <. �` 17BP.14.R.208 N/A UTIL & RAN • ° __ l �: 17BP.14.R.208 N/A CONST. SWAIN COUNTY _ _ 64 .„ DIVISION OF HIGHWAYS 1d�� AI MACON COUNTY eµe ��So _�./�P 28el • �,,e1363 t;NN 14EROSION AND SEDIMENT CONTROL MEASURES �e PROJECT ; t ,473 ,362 PLAN FOR PROPOSED LOCATION , r 1370 Sal Description Symbol 16 !_ _ 136• t' - - _P 1 69 .� 't 1630.03 Temporary Ditch ,so- Imo~, Creek •-•�r�� 136• 1369 HIGHWAY AROSION CONTROL1630.05 Temporary Diversion TD �"'1e1 l�Tellico�� 1372 1370'��e �,i� [ �� 1605.01 Temporary Silt Fence III III III t 1366 z �1374 1606.01 Special Sediment Control Fence v ere [i 1622.01 Temporary Berms and Slope Drains �� r• • t �\�/��MAC }� COUNTY /1f� }}}�� lry r 1630.02 Silt Basin Type B V��A rill o �� eeµ t 1368 1371 b"Ji `l.J®N `l.J®� Ji ‘-5C4 G / t 1459 1445 1633.01 Temporary Rock Si➢t Check Typo A1372 Temporary Rock Si➢t C)heck Type-tk with i47aLOCATION: BRIDGE NO. 550180 OVER SUGAR COVE CREEK Matting and Pe1,acry➢amide(PAM) O L144 I 7-"i --,...\, \ ON SR 1369 (TELLICO ROAD) 1633.02 Temporary Rack silt Check Type-B VICINITY MAP Watt➢e%CoiF Fiber Wattle - withWaffle/Coir Fiber (PA TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE with Coey➢amide WWale0 1634.01 Temporary Rock Sediment Dam Type-A 1634.02 Temporary Rock Sediment Dom Type-B.... /1144 1635.01 Rock Pipe Inlet Sediment Trap Type-A 1635.02 Rock Pipe Inlet Sediment Trap Type-B 1630.04 Stilling Basin 1 0 0 l'� 1630.06 Specie]Stilling Basin / ( 0 0 �G Rock Inlet Sediment Trap: � O �� 1632.01 Type A A LlJ l ,.�,/� 1632.02 Type I1 B ro SR I , �o END PROJECT 1632.03 Type C CD 13/0 v�v s skimmer Basin o ' S/ 17BP.14. R.208 ❑ �+p �� G / Tiered Skimmer Basin ) (�) ,./� -1369 �� -L- STA. 14 + 90.00 1nFiltration I:�a.rn ��%% _ � -C=JL- � � �7 I THIS PROJECT CONTAINS � ' r EROSION CONTROL PLANS i�i 1 /%�r�3-A� BEGIN PROJECT //// l\ , 4 FOR CLEARING AND i� l j GRUBBING PHASE OF 17BP.14. R.208 4�,y' S: // .../ ems° END BRIDGE CONSTRUCTION. O; -L- STA. 11 + 80.00 0 ;/ �"1' -L- STA. 1 3 + 46.30 THIS PROJECT HAS �i IGNED TO �,5�, 7/, ,, �0 SENSITIVE 0 BEEN SWATERSHD' / / \ STANDARDS. BEGIN BRIDGE �� END CONSTRUCTION -L- STA. 12 + •70 O / // - / 17 B P.14. R.208 ENVIRONMENTALLY /, / / SENSITIVE AREA(S) EXIST / / ON THIS PROJECT / - - - YSTA. 11 + 2 .0 00 / Refer To E.C.Special Provisions for Special Considerations. ,7 tailGRAPHIC SCALE Roadway Standard Drawings E, r ` Prepared In tie Office of: Reviewed In tie Office of: v 25, 0 50_ THESE EROSION AND SEDIMENT TGS ENGINEERS ROADSIDE ENVIRONMENTAL UNIT The following roadway of is standardsrtion-a appear h,in .,"Roadway StandarJanuary D8aand h Roadway Design Unit-N.C.Department of Transportation-Raleigh,N.C.,dated January 2018 and the latest CONTROL PLANS COMPLY WITH 804-C N. LAFAYETTE ST. 1 South Wilmington St. revison thereto are applicable to this project and by reference hereby are considered a part of PLANS THE REGULATIONS SET FORTH these plans. BY THE NCG-010000 GENERAL SHELBY, NC 28150 Raleigh, NC 27611 160 .01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A r; CONSTRUCTION PERMIT EFFECTIVE 2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS 1604.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B APRIL 1,2019 AND ISSUED BY 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C THE NORTH CAROLINA DEPARTMENT 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A_ OF ENVIRONMENTAL QUALITY 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B Designed by: Reviewed by: 1630.01 Riser Basin DEPARTMENT OF WATER RESOURCES. 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.021 Temporary Rock Sediment Dam Type B O 4 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A Andrew H.Cochrane,PE 3015 Reid Whitehead,PE,CPESC 1630.0 1630.03 Stilling Basin 1635.02 Rack Pipe Inlet Sediment Trap Type B V NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing o'' 1631.01 Matting Installation -, \- PROJECT REFERENCE NO. SHEET NO. /7BP.14.R.208 EC-2 RN SHEET NO. ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER WATTLE DETAI L NOTES: USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. SN-VI. P P°°:C USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL 4111 CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. See Inset A INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE •��0\ STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. f..,' EDGE OF PAVEMENT +�i�n��ig:;�� PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE EXCELSIOR WATTLE �_.:;��,�.�.�.�.�..,4 � �� FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. •,♦♦��••• 'S'S��C)NZQ�G INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON �� 5 BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. MATTING INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE BACK STANDARD SPECIFICATIONS. SLOPE ISOMETRIC VIEW ft,�®..i0'i �00'O% £!IIjf�� 1111F. - 2'(MAX. ) 2' UPSLOPE STAKE NATURAL GROUND / INSET A INSET B III — L _ • 3>>;? . .. . . . ...,55-)N\ , . : :. • Ai MATTING 2' DOWNSLOPE ) STAKE UPSLOPE �',' DOWNSLOPE ' ' STAKE "°� •a CROSS SECTION ..:.: � STAKE V E E DITCH ,- ---,,,.:I: ;•;.------- -I 2 IN. :��I ;aaa:.r ♦�� 2' UPSLOPE VAR. ►��.:::„.i Q�� FLOWoos� - - - - - - - - ; STAKE NATURAL GROUND III l L __ • `3£' 3�>>3> �<�� see Inset B MATTING ...A\MATTING f 2' DOWNSLOPE 1" :111 CROSS SECTION STAKE TRAPEZOIDAL DITCH TOP VIEW PROJECT REFERENCE NO. SHEET NO. — l7BPJ4.R.208 EC-2A RN SHEET NO. TEMPORARY ROCK SILT CHECK TYPE 'IV WITH ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EXCELSIOR MATTING AND POLYACRYLAMIDE ( PAM ) EXCELSIOR NOTES : MATTING FLOW I INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN B-"— II ACCORDANCE WITH ROADWAY STANDARD DRAWING NO . 1633 . 01 . SEDIMENT CONTROL STONE rs .+4 4 0416i�i�" .0 % USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR '.`` �Q i `` �"'�II;ett MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE . ompoc A ,F6Z',= D' '' � D°� , A PRIOR TO POLYACRYLAMIDE ( PAM) APPLICATION , OBTAIN O D 9C6 D ion ioD a °`oD°� 09. ° aD°C )�:°C ,o ,:o °moo:°�D°, ,_. A SOIL SAMPLE FROM PROJECT LOCATION , AND FROM OFFSITE i °�_ o D°� qq��7,: D- °� D, . o°� o MATERIAL AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT ' ° ' ° ° a ° .-. TO BE APPLIED TO EACH ROCK SILT CHECK . ,a0C3aO �� aQ a1 67,9fg - o ° o °� , lo °poi � :o ° i. •,�o°c6o�, d �o� . INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE ( PAM) „c ° ,�] TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL 4?°�079�7 EVENT THAT EQUALS OR EXCEEDS 0 . 50 INCHES . STRUCTURAL STONE e,'o`?,'''' B PAM (4 OZ. ) PLAN • ••• .�� "• ".44: INSET A See Inset A CLASS B STONE • 2/3 CHANNEL C EXCELSIOR �` �� ,: oo WIDTH oo i i 1 MIN DI D 12 MATTING 1 MIN � o °. r °moo °. oc��0 � �. '. ,.a• H = 2' MIN ° o ° o ° o ° '�H . 4.MUM'9" O O O 62,c6 7 200 —1 I I-1 I I-1 I I-1 I I-1 I I—I —I[I-1 I IH1 (�_ _ _ 1 19 I f EXCELSIOR M ISM UI M II I = MATTING SECTION B- B CLASS B STONE SECTION A-A NOT TO SCAB[ PROJECT REFERENCE NO. SHEET NO l7BPJ4.R.208 EC-3 DIVISION OF HIGH AYS ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER STATE OF NO TH CA OLINA SOIL S TABILIZA TION TIMEFRAMES SI I F DFSCRI P I ION S I ABI LI ZA I ION I IMF l I MFFRAMF FXCFP l IONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2e1, 14 DAYS ARE ALLOWED. SLOPES 3elOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4e1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. PROTECT REFERENCE NO. SHEET NO. Macon County l7BP.l4.R.208 Ec 4icoNsr.4 Bridge #550180 ROADWAYIGN EET NO. HYDRAULICS rr_ ENGINEER ENGINEER r 0 - co oQ l TGS ENGINEERS 804-C N. LAFAYETTE ST Wm S-11ea E4 28T50 PH 704)476-0003 CORP. LI eats) NO.: C-0275 `,,___.--- Za ) . 2 p PLACE COIR FIBER MATTING ALONG THE ;`" $TE COIR FIBER AT LOCATIONS WHICH ..•• DA A / ,ti -Y- C VE PAT, WILL NOT BE PLATED IN CLASS II RIP ti _ RAP,BUT WILL BE EXPOSED S/a /'t42•'l pi $t. /3t80, 4 .- ' Sto /0+18..t PI'fo 111t"349 Iiir JIMO VAL OF END BENTS. 0 2°/��' S.`°(L 35°06'36.2" _ r - 19°l2'38.‘°(RT) - lo°2 c/.4° T D = 1-°19'...2' i = 57°1T44.8" %i� D = 2°05'l3.^" D = 14°19 2..2" - - REL.CATE • SEN I REN• E ••, __ L = 84.•1' L = 6L28 FENC = 3.0.' X = 42.6" = 3/..'' jE .w (By owN' I T = /8.6 6:1' o R 400.00' -+.oa 3DD EN,BRIDGE R = llo.ou' = 4000aMPH s, l5 M' it) . • S 'S"11' • =________y o2 T RIP RAP L,___A. ° ' - PT /2+84.ar' 2 T• S,7 S E. r N FDPS J, " CLINTO RAMSEY - '..12+2. ,. TC ,,x._--------- ._„ - - PC t9.65® 1( I li i I ' -L- .13+8..8 \ >I), P FRONTIER 1 L ~( PR••.16' w6/fib' / I: Jar 2 50 BE - 1 PROJECT veaAV {��I�� A .P=4F�;fa,PHALT 7.r a,, < e�!: � 4a�° � POT 1. �=2293... "�BP.14.R.2+ vv � �� '� V. 1569 Ad •-L- STA +80.00 s� - ��3000 II \ `% `fi / ----..„ •'_= Ta RETAIN & \ 2.2.8i+ ", 014111 . �' I. • •• .9 t . 5 CLEAN OUT 1 _/ .,, J___'. SR/36 MAiNT4WE FRNON TIER ':.,i3O. �e • ea idel@` • �9rELL/C.gpgpW 2ki _. 4 OAc*A ,•741 � 'Ills a 111"1 _ � ��; Air,...H4iiiiinf_�� !' •wo. TezI':, s,. _L- 4+90.11 N EDP• y�15fil , 4, � 9 ,00 STA.12+08.88 _c* ¢ tk .: �� '� d TOv i•:R_-•,•a ��n_ �� .�•DE TO , DID S A �a ® SEPTIC E 7/:`$ '�.' I 51 a0C a 1_ -�� NK,jit1 I+, � 9 �`✓NI �O.D -L- Po„s�75.0� rill...°I. ',� POC 10 01..1 LINTON R... �� / ��•� �„ .! 5�� < �� *amok..6.88 ` ffi • ,.,;.,A. y /,.., SH I.' CU'VE �IIIII � R- ------_____j___i IVY �•.'S E DE AIL tu. z ��I, �lil�p� � CUT SLOPE IE W/CLAIN IIA M(N. 5� / �,/ \��. AI" CIASS RIPRAP r'.) L°j • Grcund �• I I EYED �� \ (STRUCTI RES IT Sao d- ir FI. RSV (24"TH CK,K IN) 1 010144 �9 -Y- A 1 '. . G.. .z -I_�,® lfl.l ® IV DION� 1 Q FD• ��r ri")1F'4.' /\ DEAN R.SEN I1V Y 'T I//..D \ t S A.1' 0 '�R.' �: ,^ ( {��1 0 ,II1 ,4 Fls fr .Fs CHERYL J. AA pll IIIIIII ' IMPERVIOUS ft (.('/4 ( 6 '"�, 2T4 , 1517 of m 1000.7: \ tI 7 eloplib... m P 04 'IIIIIIIIIIIIIIIIIC ill A / ,,,, __,,,,,...r--17: ,—, '4 ; N. 1) 4111/191114a D '-''''' -,,,N,,,i \ 2 //li p sENN �� -7---7 ti ENVIRONMENTALLY SENSITIVE AREA NOTE: SEE PROJECT SPECIAL PROVISIONS NOTE: CLEARING AND GRUBBING PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE-B UTILIZE SPECIAL STILLING BASIN(S)AS EROSION CONTROL FOR AND TEMPORARY ROCK SILT CHECKS TYPE-A AT STILLING BASIN WHERE APPLICABLE. CONSTRUCTION SHEET 4 DRAINAGE OUTLETS. PROJECT REFERENCE NO. SHEET NO. Macon County 17BP.14.R.208 EC-5/CONST.4 Bridge #550180 ROADWAYIGSNEET NO. HYDRAULICS ENGINEER ENGINEER C4 VA 1US TGS ENGINEERS 804-C N. LAFAYETTE0 ST �� 1-I (70, 476-0003 PH 7Y. MC -0003 CORP. LICENSE NO.: C-0275 / PLACE COIR FIBER MATTING ALONG THE -L- CURVE DATA m,ti -Y- CURVE DATA STREAMBANK AT LOCATIONS WHICH WILL NOT BE PLATED IN CLASS II RIP ,py RAP,BUT WILL BE EXPOSED PI Sta /2+42.3/ Pl Sta 13+80.74 PI Sta 10+18.62 PI Sta 101-73.49 BY REMOVAL OF END BENTS. A = 12°10'25.4"(LT) A = 35°06'36.2"(LT) a 02 A, = 19°12'38.0"(RT) A = 10°27'3/.4"(LT) D = 14'19'26.2" D = 57°17'44.8" D = 52.05'13.5" D = 14°19'26.2" L = 84.99' L = 6/.28' REL CATE O0FEN E RE DION SENA FENCEATE L = 36.88' L = 73.02' xo = 42.65' T = 3/.64' (BY OWNER) S (BY OWNER) T = 18.62' T = 36.61' R 400.00' R = 100.00' + 3.00 END BRIDGE +95.00 R = 110.00' R = 400.00' SE 0.03 SE = 0.03 43.00' 30.00' DS = :o MPH DS = 15 MPH a -L- STA 13+46.30 +95.00 m` CLASS B RIP RAP EX.RhV 0D -L- PT 12-1-cg4.64 ''2 2 TONS, SY GEO BEGIN FDPS -L- PC 13+49.11 0�c JAMES CLINTON RAMSEY -STA.12+22.22 MIN -L-STA.13+69.56 /E� +75.00 -L- PC +99.65 /., END -L-STA.13+83.8 o,,r,s4 -/�FRONnEREX.RAN +75.00 +84.64 PROP.16' P�/'� o BEGIN PROJECT 30°°° +0.00' Oio� + 3VA ASPHALT N/P PI • e\ 5+9965 DRIVE /J100 gtpaE° -L- POT 16+29.35 17BP.14.R.208 \ate\ 30.00' N .I„i, 1\S.I1 +10.3 �� E ( � ��s -L- STA 11+BO.00 8 CMP 30.00, I 30.1 0 L 30.00' i■. /5� �00 RETAIN 8 \ \ G \\:� I /� 5 / GRADE 7.:*I I� .5.00 TOE /' 70 Riq + \ 0402 DRAIN/_-/3/0 CLEAN OUf \ E! I\ \ EX.RAN S� W � II � 0401 ..� -L- POT /0+00.00 sR: ^�Ro�FRO;ER Iz EMP //� �* `� END PROJECT 2 j ® i i/"IJ-,iZ 8..1 �•. JI '° .e�I A2GI �� s�° 1LB STA R14$90.00 5 O 0 //// +75.00 "' _� ., 44�/ .�R' ., O 3000' 30.0• 0' /d%/6tGI STA FDPSr �`-��\ P .• b�•C' ., 1J R 100" / �. INSTALL MATTING IN THE v ,:' � „� r r r0• 02 +75.0o r 4 L .! '..y �p 111`„ IL 01 L- PT 14+10.39 10 rLo�o PROPOSED DITCH LINE 30.0°' �� ',. R_-16 ri. ..,YN //,�, �.4.•E . -L- STA 12+00 TO 12+50 RT SEPTIC TO E % �. ��.••,RAIN 42.00� DION SENA EST.35 SY O DR NOT DISTURB -TANK♦ .00 +. .0°;',.1//�'"• w+3 .13 -L- POC 13+75.00 0� SEPTIC FIELD AND 30.00' io.o....o, 4.75,. ide. 30.rr' -Y- POC lO+D0,00 DRAIN LINES "04 7JAMES CLINTON RAMSEY 25F�/ +: 18.98 *,'.. 30.00' ao.00r -."a000 hA `. -Y- PRC 10+36.88 DETAIL A BEGIN BRIDGE , •0 ..,,`30.00 0' 0 TOE PROTECTION -L- STA 12+93.70 it M e,+ 0.00 .• 30.,0' B-83 I Norm xalel �� M•",' 30.00' IVY y. J SHOP CURVE TOE PROTECTION 4-%' 3 �o (R=10') �°''°' SEEDETAILA �� EX.RhV aC�/ �\ +2rrr �b5,63' �$ Hawral tiJ 0°Q° REMOVE EXISTING ABUTMENT, a M11 g 30.00' 3s. CLASS II R ES I M) tia°oti P STRUCTURES ITEM Ground I�6 F CUT SLOPE BACK AT 1.5(H):1(1) 11 W, .\ \ + r rr ( ) ,oat d & LINE W/CLASS II RIPRAP :/�� I "'-e_ R'W , EgG 24"THICK,KEYED-IN) 02 •�,., �`�- STA.10+62.86 b=5 Ft. Geme+nile UK EN OOP'134 ( ) 5 'MAILBOX O END FDPS Type° ,1G hN N Ze N5 END CONSTRUCTION ' , ''4, a \ 15'`M' 03 T of 10 T°ns,Clau B Ri Rap f' DION SENA �p py�t� MTL�j Gemextae = 20 5Y c2nNR'' CIO iS4 WOODS .!r mM �%\ DEAN R.SENA -Y- PT 11+09.90 -L-STA.12+50 TO STA.12+70 RT ON.1�ER C M,PN 28T� 17BP.14.R.208 I WOODS 1 Ok, WOODS CHERYL J.SENA R N��""° -Y- STA 11+2 0.00 r"��, �/ PI Sto m P, (LT) INSTALL COIR FIBER MATTING D = 4'-; _1.4" IN THE PROPOSED DITCH LINE -------------_____890.40• L = 51' - -Y- STA 10+30 TO 11+00 LT S 6I"42'33^E R 1 EST.50 SY - �z co / Ola/S SENP NOTE: UTILIZE SPECIAL STILLING BASIN(S)AS STILLING BASIN WHERE APPLICABLE. r STATE STATE PROJECT REFERENCE NO. SpFOET TOTAL N.C. 17BP.14.R.208 RF-1 IPA STATE PROD.NO. F.A.PROJ.NO. DESCRIPTION PLANTING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL REFORESTATION HEALING IN DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Locate a healing—in site in a shady,well ❑ TREE REFORESTATION SHALL 3E PLANTED 6 FT.TO 10 FT.ON CENTER, RANDOM SPACING, protected area. 2.Excavate a flat bottom trench AVERAGING 8 FT.ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. 12 inches deep and provide drainage. II 41=11 11=11=11111�11=11=1 III II 11= — 11=11 11E11r II IIItII,11t._•• ;11r II f2 inch NAs O II �/ -u n-j111I1 11=n III I i I1=1 - ��j, p All'11 = 11=- 11=11 1 =I --,, II HI 11 �11= =1 MII-7 III`= =J;I H=II- I 1 0_�,,1,1H111 frle 1-11-11=11I,11 If==— - III I: 1 I �V II111:11111� 1�1 II�IIIII_II�I11111- Ills_ 1.Insert planting bar 2.Remove planting bar 3.Insert planting bar as shown and pull handle and place seedling at 2 inches toward planter toward planter. correct depth. from seedling. 3.Backfill the trench with 2 inches well rotted sawdust.Place a 2 inch layer of well rotted sawdust at a sloping an•le at one end of the trench. annos A r' Oft* ' ,V, REFORESTATION MIXTURE,TYPE, SIZE,AND FURNISH SHALL CONFORM TO THE FOLLOWING: I —II Ii 1 14�11�11�11 II 11 11711=11 IJII Ni =W a`�411— 11I1 1111 111III-11 11 a 1 11 =11VjA ''' 11III 11E=11=1H1= _ w 11 '� l 1 au 'i 1-°1 1 11 11 II 33% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in — 18 in BR 4.Place a single layer of plants III I II 11== 1 11— = L C e 9 Y ' =�1I 11 0 1 1 0 11 11 11-11 11 11I1 against the sloping en so that IIf=_ P. =II — _1 I1=115 II.__I .0 1 .II the root collar is at ground level Leave compaction 33% PLATAN US OCCIDENTALIS SYCAMORE 12 in — 18 in BR 4.Pull handle of bar 5.Push handle forward 6. toward planter,firming firming soil at top. hole open. Water soil at bottom. thoroughly. 34% BETULA NIGRA RIVER BIRCH 12 in — 18 in BR PLANTING NOTES: PLANTING BAG ` During planting,seedlings 41, I shall be kept in a moist F canvas bag or similar 5.Place a 2 inch layer of well rotted y I/ y ll i container to prevent the sawdust over The roots maintainin root systems from drying. a sloping angle. i: A, KBC PLANTING BAR Planting bar shall have a blade with a triangular cross section,and shall be 12 inches long, 4 inches wide and 1 inch thick at center. J 6.Repeat layers of plants and sawdust as necessary and water thoroughly. ROOT PRUNING REFORESTATION DETAIL SHEET All seedlings shall be root pruned,if necessary,so that no roots extend more than N.C.D.O.T.— ROADSIDE ENVIRONMENTAL UNIT 10 inches below the root collar. 2 1/29/2021