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Home My WebLink About20190586 Ver 1_U-5888_Erosion Control Plans_20190503V W O r CLEARING BEGIN TIP PROJECT U-5888 -Ll- STA. IO + 60.00 PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED " 1111111Mimi, M I DIVISION 10 I W4011100 1 ?'O (1�tjSs `r 76 I 10(9 1 ow A BEGIN CONSTRUCTION -Y4- STA.14 + 00.00 BEGIN CULVERT -Y4- STA.14 + 86.10 END CULVERT -Y4- STA.15 + 11.90 CONSTRUCTION -YI- STA. 10 + 44.00 METHOD THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAYNESVILLE. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. Prepored in the Office of: CONSTRUCTION -Y2- STA.17 + 10.00 WETHERILL ENGINEERING INC. 1223 Jones Franklin Road Raleigh, nc 27606 Designed by . Jim Davis, PE 3554 NAME LEVEL III CERTIFICATION NO. III III'`, 1 I 10 1 VUB) I 04M 3 1 C A I E CONSTRUCTION -Y3- STA.11 + 50.00 ' PROJECT U-5888 -LZ- STA. 22 + 80.00 Reviewed in the Office of: ROADSIDE ENVIRONMENTAL UNIT 1 South Wilmington St. Raleigh, NC 27611 2018 STANDARD SPECIFICATIONS Reviewed by: SrATB STATB PROIBCr RBPBRBNCB NQ 1411ur NQ TOTAL SHBBTS N.C. U-5888 EN STATE, PROD. NQ P.A. PROD. NQ DBBf.'R FMN 44625.1.1 WA PE 44625.1.1 WA R1W /UTIL. EROSION AND SEDIMENT CONTROL MEASURES SEd• Description SThol 1630.03 Temporary Silt Ditch ...................... „D 1630.05 Temporary Diversion ............................. 1605.01 Temporary Silt Fence ...................... 1606.01 Special Sediment Control Fence ........ 1622.01 Temporary Berms and Slope Drains ................... 1630.02 Silt Basin Type B................................. 1633.01 Temporary Rock Silt Check Type -A .................. Temporary Rock Silt Check Type -A with Matting and Polyacrylamide (PAM).................... 1633.02 Temporary Rock Silt Check Type-B .......... * * Wattle/ Coir Fiber Wattle ................................... - Wattle/ Coir Fiber Wattle with Polyacrylamide(PAM)...................................... Temporary Rock Sediment Dam Type -A ............ IM Temporary Rock Sediment Dam Type-B ... :1) Rock Pipe Inlet Sediment Trap Type -A .............. Rock Pipe Inlet Sediment Trap Type-B...... Stilling Basin ................................................... Special Stilling Basin ................................. Rock Inlet Sediment Trap: Type....................................................A nnnm Type B..................................................... B LJ TypeC.................................................... C Skimmer Basin ................................................ Tiered Skimmer Basin ............................. Infiltration Basin ............................................. THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation EXCELSIOR WATTLE WITH SLOPE ISOMETRIC VIEW POLYAC YLAMIDE 2' ( MAX _ ) 2' UPSLOPE CROSS SECTION (PAM) NOTES: DETAIL USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL 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. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. J 1 f-k r\ C GROUND VEE DITCH 2 IN. see inset c 2' UPSLOPE STAKE NATURAL GROUND7 FLOW -- 1 1 STAKETTING CROSS SECTION TRAPEZOIDAL DITCH INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. INSET A AM (1 oz.) INSET B OZ CAI (1 oz.) TOP VIEW INSET C PROJECT EFERENCE O. uRsaea � ec�za R/W SHEET NO. ROADWAY DESIGN HYDRAUL TEMPORARY ROCK SILT CHECK TYPE 'AWITH ENGINEER `"""°" EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) EXCELSIOR NOTES: MATTING FLOW INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633-01. SEDIMENT CONTROL STONEC 11 1; USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR 9 v ap MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. A �`� �� Do � n PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN �° �°�� D° A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE 2`0 o $ 20 2`0 o b I L o000 20 0 o J MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT ° °�° TO BE APPLIED TO EACH ROCK SILT CHECK. 200 o a a�$ �o a� o ��o o �S o o §' o h o oo� `��° � INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) oo boo o �0o ��9� TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL �Do�u<9� EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. STRUCTURAL STONE B PAM (a oz.) PLAN 00 INSET A See Inset A CLASS B STONE 2/3 CHANNEL l, MIN EXCELSIOR WIDTH �� MATTING 1' MIN 300 0 � 020°0 � 12„ H 2� MIN 0 200 200 rN rN fIL=11L=IiL=11L=R-IiL=11L=RJiL=11L=1rrIL=f1L=rll�irflL=111= JIL= EXCELSIOR MATTING SECTION B-B CLASS B STONE SECTION A -A NOT TO SCALE PROJECT REFERENCE NO. SHEET NO. U -5888 EC -2B WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SKIMMER BASIN.-WITH.-BAFFLES-DETAI.L. STEEL POSTS (QUANTITY VAR.) SKIMMER (SIZE VAR.) 2" x 2" (nominal) SOIL STABILIZATION WOODEN STAKE GEOTEXTILE 1" PLASTIC SLOPE DRAIN PIPE (12 IN°) 1 2 ►► 1-2 MIN. -' 12-24►► --- i 4' (MAX.) W 6' (MIN.) _ MIN. MINLu ROPE COIR FIBER MAT #10 STEEL TEMPORARY OR REINFORCEMENT BAR 2' (MIN.) SOILGEOTEXTILETION PERMANENT DITCH rMlti1' (MIN.) rr •NO, 4 4' (MIN.) STONE PAD WOOD STAKE, IAMETER BEND METAL POST W OR STAPLE 4 ;► PRIMARY SPILLWAY EARTH DIKE L = 3W 6 INo (MINo) 4 3/4L COIR FIBER MAT 24►► 1/2L SOIL STABILIZATION GEOTEXTILE 1/4L HIN. 18 IN. 1' (MIN.) OVERLAP \\\ - - J 1 f ti2 l 1.501 (MINo) °� 1' (MIN.) 12 � 4 IN. (MIN.) 1"nominal (nominal) . I�-q,-�I 4.--______ STAPLE MAX. _ 1►► UNCLASSIFIED EARTH ------ MATERIAL VARIABLE NATURAL GROUND COIR FIBER BAFFLE 1 21 i I RIGID (SEE ROADWAY STD. DWG. NO° 1640°01) COUPLING UNCLASSIFIED EARTH MATERIAL 12►► PLACE SEALANT AROUND BARREL PIPE STEEL POSTS WITH MINIMUM WIDTH OF 6 INo CLASS B STONE PAD (4' x 4' x 1' MINo) COIR FIBER MAT NOTES ANCHOR OPTIONS 1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2. LIMIT EARTH DIKE HEIGHT TO 5 FT. 3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT. 4. DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN. 5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED. 6. SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN.). INOT TO SCALE11 COIR FIBER COIR FIBER WATTLE POLYACRYLAMIDE (PAM) EDGE OF PAVEMENT SLOPE ISOMETRIC VIEW 2' ( MAX _ ) 2' UPSLOPE J 1 f-k r\ C CROSS SECTION GROUND VEE DITCH 2 IN. see inset c 2' UPSLOPE STAKE NATURAL GROUND7 FLOW -- 1 1 STAKETTING CROSS SECTION TRAPEZOIDAL DITCH WITH DETAIL NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL 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. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. INSET A AM (1 OZ.) INSET B oz. 'AI (1 OZ.) TOP VIEW INSET C OF HIGHWAYS NORTH CAR SOIL STABILIZATION TIMEFRAMES SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 301 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWED. SLOPES 3o1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES° DIVISION OF HIGHWAYS NORTH CAROLINA SOIL STABILIZATION MATTING FOR EROSION CONTROL (DITCHES) CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) —�—I II+00 11+50 KTo 50 5Y —Y-6 11+50 12+00 KTo 50 5Y 5U OTOTAL li48 5Y M15GEI.�ANE U5 MA1TINla 10 6E IN51A �O A5 PlUl D 6Y 14 NGINEEK TOTAL 448 5Y 5AY 500 5Y SUMMARY SHEET MATTING FOR EROSION CONTROL (SLOPES) CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) —Y —F, I I +50 12+43 KTo 256 —Y-6 12+00 12+43 ["To 92 Z O w / / — / / 4° P /Q� ss VC G 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. / / / \ \ \ — -- _ �, _" _ — T P / ETHERILL Raleigh, N.C. 27606 CLEARING AND GRUBBING NOTE: \��/I — \ — / / \ \ / I ENGINEERING License No. F-0377 U -5888 EC-4/CONST. 4 EROSION CONTROL FOR PERIMETER EROSION CONTROL MEASURES SHALL BE \ I IMF -us: B919 8518077 CONSTRUCTION SHEET 4 INSTALLED DURING CLEARING AND GRUBBING PHASE. // �" \ \� // \\ — — \ \\ \I // \ Fax: 919 8518107 RW SHEET NO. —\ \ / / \ ROADWAY DESIGN HYDRAULICS TRANSPORTATION PLANNING/DESIGN -BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION � \ ( / / � / / // / // / — ✓ \ \ � � \ / � I \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED J s I \�o� / / \✓ / j // //\ \ / // �\ \\ \ \ \ \ \\ I FIRST CITIZENS BANK TSA - 0 21' ROBERT FORGA TRUST EX. R�Vd DB 2001E PG 143 I / N 2°°3 �aA �/ j / j /\j / \✓/ �AMES VI� OUEE14 I F- \ \ x I 00 r9l / ///a6 440 P� 6261 I \ Y1- +44.0030'& ��I EX. R/W 5o? I E / / � � \ � — / \ \ f BEGIN , NSTR\ TIOK \\ � II \ _ _ / \ \ Yl + 55.72 / ➢� �� I � - SM.10 +\44.00\ \ I \ oo \ EX. M FILL TH / o \ \ . \ \ \ 30 - + 68.43 7/ I FL BLE F 6 p \ \ \ ISFBUS \\ 1 \ \ \ \ \ I\ -Y2- +34.36 \ �\ \\ \ \ \ \ BST EX. M / I PLUG I I o V A \ BE TIP PROJECT U-5888 I \ \ v A��o -Y2- +35.12 � / I— TA.10 + 60.00 I -Y1- +434.00 v v v� R 35' I MOVE HAY�IfO COUNTY 1 \ fi? o" vINY E I / � / \ I I I 'EX. 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IV J�� 23'LT \\\/// ��\ \ \ \ — \ KENNETH L. HARRELL \ m- -// ISFB DB 188 P 37 MAR -CET O._RATHBONE END DB 901 PG 292 SPECIAL Cl DITTTTTTT�H \ \ \ \ \ \ \ \ \ \ \\\\\\\ \\\\\\\\\\\\ \ iTR�I O� POSSIBLE B CBI RETAIN / \ SEE DET�CIL Av ----.Y2- STA. IG + 9O.�9iI——SIL - i�i BST �, 6--- i \ i CONC � EXISTING w —� Z— — /// -Y2- + 37 6" C C CURB -�CONC \\ i l \ \ \ \ \ \ \\\\\\\\\\\\ \ \\ \\ l ✓ — \ p� \��o \ 22' Ij (EX.—T—-�- Lr� �\\�E�T�\K� E�ERH�CRPT \ \ \ \ \ \ \ \\\ \\\\\\ \�\\�\\�\�\ / I I I I RETAIN \ \ \ DUU�5�7RG1568 \ \ \\\\ \ \ \ \\ N / _ / it/l/ 11 \ / —\ \\\ \ \\ \ \ g \ \ \ \ \ \ \ \ \\\\\ \\\�\\\\\\\\\�\\\�� Jl �\ / I I / �\ \ II I ABAND 15°HDP \ \\ \ \ \\ \ •\ \�\ \ \\\\\\\\\ PPS �9 DI I \ SUMMI STREET lT B \4" BST CURB I U�NO N SIZE ND MAT RIAL ISBKBUS — o —EXISTING R/W � _ � � f — � "ASS \ \ / _ etA�— ��/I\\\\\ \\ \ \ \ \ \\\\\\�\��\\\\\\\�\\� \ \\� \ \\ I /\ \�_I o \ \ \ \ \ \\\\ \ \ \\\\\\\\� \� \ \ \� \ \ z I I L�ND� D. MACLEAN _ D 649 Pc 475 -- \ B �exl \\\\�\\ II--- _ I I z / / / / / / / / / / / / / �� \ \ \ \ \\�� IIIIIIIIIIIIIIIIII\�1\��I�/ / / ! 8� II A i / / / / / / / / / / / o� —�- o 0C3 �'� �v / / ,/ v vv v -- �� v��v. y y y�v, v v� v \ v \� \� v A, \, I I I�Ili�l,Ii\�IIII�<<I,w\��AVA��\� T, \ PROJECT REFERENCE NO. SHEET NO. U -5888 EC -5A 00 O N 6� CULVERT CONSTRUCTION SEQUENCE Q� C0 J CIA. 14+ 99,_00 -Y4- 1. INSTALL PROPOSED EROSION CONTROL MEASURES 2. INSTALL SPECIAL STILLING BASIN FOR PUMPED EFFLUENT 3. INSTALL 2@36" TEMPORARY FLEXIBLE PIPES 4. CONSTRUCT IMPERVIOUS DIKES 5. REMOVE EXISTING CULVERT 6. CONSTRUCT CULVERT AND WINGWALLS 7. INSTALL 30" RCP FROM STRUCTURE 0419 TO 0420. 8. INSTALL 42" RCP FROM STRUCTURE 0514 TO 0515. 9. CONSTRUCT INLET AND OUTLET CHANNEL IMPROVEMENTS 10. REMOVE IMPERVIOUS DIKES, REMOVE 36" TEMPORARY FLEXIBLE 11. COMPLETE ROADWAY IMPROVEMENTS I i CB PIPES AND SPECIAL STILLING BASIN /; � / T I I PIED W-qH CR FL WABLE F •rr� Co n 7C 00Q O`j- o NN ( p\N LL 0-)Co C[ 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. \ \ \ \ \ \ \ \\ \ \ \ \ / \ \ G License No. F-0377 U -5888 HARRY FI HBACK \ 77 Raleigh, N.C. 27606 P \ / ENGINEERING \ — \ �• 93\ \ \ \ \ \ \ \ \ \\ \ p 788 PG 72 \ \ — — — \ \ \ / EC—6/CONST. 6 \ \� / \ \ Fax: 9198518us: 919 0107 R/W SHEET NO. / // \ ROADWAY DESIGN HYDRAULICS NOTE: TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER � � � / / / / / \ PERIMETER EROSION CONTROL MEASURES SHALL BE CIVIL/SITE DESIGN - GIS/GPS -CONSTRUCTION OBSERVATION \ � \ \ \ � - - � / i / / INSTALLED DURING CLEARING AND GRUBBING PHASE. DOCUMENT NOT CONSIDERED FINAL \ V A V / / / UNLESS ALL SIGNATURES COMPLETED \e POSSIBL Vf�T�R MAIN, WATER VALVEIRIG-H_T SIDE OF ROAD\WITH WHAT APPEARS TO —T NCH BENEATH THE ASPFi-ALT, UNABLE TO DESIGNA E WATER LINI`WtT-H_RAS_SjV1=S \LOCATION �F THE WATER�VALVE IS APPROXIMAF� _KNOWN SIZE AND MATERIA 1 \ END GJ�ZADE / BEG N MILL 11tD OVERLAY OF EXISTING PAVE ENT \ \ \\\�— / \ \\ \ \\ Z� \ �� — 9` JI \ /Gc \\ ,---------- \� \� / INS TA4L NE C&G AND SIDEWALK/LT. SIDE — J —L— ST'A.19 / 5.00 TO —L— STA. 22 + 80.00 DI EIP BST 1 \ \� _ — \ p \ — POSSIBLE D / CLIFFORD GOULD LLC \ I / /� \ \ N / ISBKBUs J \ \ \ \ 1 — - - - � \—,� \ \9l oo \ \ \ 'RAVED�I-V� / /\ � / O I ISBKBUS -@Ei 8\0 PG 1799 END TIP �88 CONC L2- STA. 0-F-Z�.\00,\_ "B-�T_ EREK S. OATES N I / \ ,o L/L PG 700 I I I / / �`' u — \ \ \ \ \ / i R�• i P \ N \\ \ \ L - ^ �\ - \ I / _ \ \\ \ i ASS �R� / I LlJ A C. ANGEL \ 1 BST I I V I BST I / / �� A \ I i\P�\� A � \ � I D6 �756 PG 1367 �II_II 1� ^ -L2- +42.65 \ \ CONC I I -L2- +97. 3 ® I I\ 0. .,� -�� / / 1 " BK WALL \ l 1 BST 40' �P o \ 2640� \ / / I \ I I I I EX. Z �, /� ,_ > / ` \ \ REMOV — r / R R - Z F / - — w C \\ C �� /�/ / BST F °o° / v \ C 52GI _ _ \ \ BL-5 \ \ \ AY _SS_/ EIP ss - \ \ — — — ox� G R/W \ CONCH \ — — — — — — — — — _ — I \ 2 RCP -IV � � o — — �� w I CP-N Cg CB O60 / / / / GPS� �R�Ni / 0606 B / CB / / I INA CESSIBL� CB / UNKNIOWN SIZE AND MATERIAL \ cn T / NC14 �o �/ REMOVE 2 LF / c o N / o o US 23 BUS (MAIN STJ VARIABLE WIDTH BST / of c OF 12" CMP / /DO / / 20+00� \ ( �W/ i4 /� // PLUG < / o b 0 0 o I n o � i o 70 o — — — — — — —� — — — — 6 " CAST IRON _ I FILL WITH _ — "\ r W I I 1 �� r - w - - - o- o w - - / w - - FLOWABLE ftLL- w \ i \ BST END �E\�22 MENT F EXISTING C&G\ 30" CMP \ 0 0 0 _ \< - - - - - - - by - - - - - \ - - _ _ _\ -L2- STA5.00 CID \ N \ r \ POSSIBLE JB 6 "CAST IRON \ / REMOVE C O \ 10 "DUCTILE IRO _ FILL WITH \ \ \ �� \ \ \ \ \ 10 "DUCTILE ON \ I �S — — — \ lI WITH �/ _ — ss SI LE CB_ 1 — — — — — w — —� — w — — — — — — — — — — w — — — — — — — — — — F ALE FILL— — RETATN— — w — OWABLE FILL INACC CB JB w/MH \ \ b66C SSI B / o Ct� �_ _ _ �_ _ _ _ _ _ _ _ _ (Sl_�_ _ �1°O \ \ 1 INACCE SABLE CB ? -- - - =�uTL - =2aiL- - - - - - _- y-� ^ P - - - _ 92"MP- _ _ _ _ _ _ FxiLw- CON =-- -_\ =_____ —UUN� - - - c _� _ BM#2 O00 O — — — — — — —TC — — — — — — — — — — �� — — — — — — — — — /— — — — — — — — , — — — — — —� — — — — — —TC— _ _ _ — TC— — — — — — — 0 08 \\P G R \ - c= - - - - - - - -�T- - - - - - - -- ye--_�" - __ _ _ - C�cNC / 601 MOVIE' �,- �- - - - - - �� Tc- - �- - - -=T -- - N OF 42 CMP Yv / - _ \ - - - - �� = T� �_ \- —13-- - �- - REMOVE \ / RETAIN __�---__---�� --- -� -_��f�l\_ �� - —�� // 6 �L2- +2 0 r F STON��WALL — — — — — — _ _ — — — — — / \ / 15" RCP -IV -L2- +42.65 \ \�— � �— PUE I \ AfUE k FWD_ \�__--- —__—_ Q� TFo-- ��------ \� --- !-_�\STNc / EX. / /� \ / --_ ��— \ �\ FO— / N E JJ E /> -L2- +45.00 / I / P \ \ \ —� \ \ _ — — / I \ \ / / / R —T%— — — — — ��/ // / \ 8,� -L2- + 80 d0 O 41.63 I / 93.'�� - - TOW1cC� - WAYNE� IL-L E� _� _ \ \ _ - - \ - / / / \ �' T 30' \ -L2- +93.27 $B�4b6-P - - - 1 N� R/�� - CONC / a � \ / \ / m \ 3�,, I I / / - - C�Z�-5� - - - Exs -LI- +02.00 __ / / £ % _� �� \ \ / rn \// �� \ -Ll- + 0.00 EX. R W' `— - - - � - \ / \ � / / / \\ \ �/ / / / / / / / / i _ CUR 00' _ w . ---\� \� \ .. / / // SHI�RON/B. MASSIF \\ / // J / / / - - _ T b _ i - - \ / I \ / i all� U / / $B 72$ �G 557 \ / // / lJ . �i i CON ISTRE\ / / /-_� _ - _ _ �\ \ / �\ �� \✓j �1�\ BST \ �� i /��\� IZ DI\\ INACCESSIBLE CB \\ \\ - /- \\ 996IN REPLACEMENT OF EXIT TING eG lo)�s -L2- STA\22+i0.00 //// �G UR6 N I/Elm /\\ �9 \ \-_ - / \\\/J�\�\ JOSEPH R. CONARD S��O l BST /\RABAE10� \ \ ✓ � y � ho \\D�874_-G-18 — DB 486 PG 383 / \ UNKN All ss / \ \ Y / \ l / / i / / \ \ \ \\ \ — / / / / \// / / \\� \\\z\ \\ l l=_0L9z�i �\ L-- — \ o / / / / / — / \Tq\— �/ / MICHAEL J.SHEEHAN D /468 PG 1686 / I / / / / / �� / / / / / s / / / / / / / / OBERT M. CHAFIDI dR / / I C�€tOL-/YN S. CO NERDY / / / / DB 512 JPG 25 j6 1990E PG 404 --- i N Z O w C11\, _ _ _ —' — (0 / 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. \ \ \ \ � � � \ \ /�ry / � � ETHERILL Raleigh, N.C. 27606 J / / / / I I ENGINEERING License No. F-0377 U-5888 EC-7/CONST.7 Co CLEARING AND GRUBBING NOTE: \ / / / / I I / Bus: 919 8518077 / � J ( / Fax: 919 8518107 107 RNd SHEET NO. EROSION CONTROL FOR PERIMETER EROSION CONTROL MEASURES SHALL BE _ _ _ _ / I / / / / / \ _ ' / I I ROADWAY DESIGN HYDRAULICS CONSTRUCTION SHEET 7 INSTALLED DURING CLEARING AND GRUBBING PHASE. \ / / / / / / / // — \ — —O 1 1 I I I TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION vv v v vv vv DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �O"o„� j I I HAR Y D. FI�S A DB 78jPG 7� / / / -Y6- +60.00 / /��6� � 22 DEREK S.OATES / / L \ DB 819 PG 700 EX. RW / -Y6- +40.00 =—ExsTwc-sz w /j�� CIII MOVE 01 /�—— �—\ �__ ---__— �--� \\\\� \ \\ ��\ \\ \ / /� // / /� / // / / // //—// //�--�✓//// /� —�� °ccs� \, RETAIL II (� —uu EXISTING R W ^ / C)\ \ `V //�—�j // �/ / / �� — _—�- ��_ /—��\ �� \\ PLUG %� / / / / / —� /� _ \\ ROM -Y6- + 0 \ \ LnEX- /\WITH I o/ 630-� \\ ---- ��--- --_ —\�\ \ \\ \ \ \ \ \ ----- / 0- / � SILL / �1WICCIAM —L. NORRIS- — — / \ J 00 ;Xj— / — — \ \ \ \ D` DB 487 P"90 / o .00 / \ V \ \\ \ \ \ 4' w DB $70'P966 2SBK3-0S� �co— 2 /R1;AFDrA0� /MF01�11 1 DB 456 PG 2128 2620� BETTE H. EDWARDS — \ — / / / / — / \ \ \ / / / — \ / MOUNTAIN HIGH S j / l �/— PROPERTIES & INV/ / \TIbtOTHY : LIN�iSEY / 1 / // / / / / L / �9 DB 832 M II I '' ^^ \ _ / \ / \ - \ — — \ \\ \ \ \ DB 830'P`G�7§8—263Q�' % /� i / / I — 4,09 e \ Y5 EX. II \ Uj17 2SFD / \ / LJJ -Y5 /+00.00 --- ,\ / EECDETAIL A DITCH R — —� JB / J / I ISFD-Y520+&0 000 \ 1 / 33 / �— "26 \ \ \ -- — / -Y5- +35.00 20'& 30'LT / % O\ W TCB BEGIN CONS T CTION W —YS— ST .10+00.00 G -----� �\\--��------ � GRADE T "— X \ / -Y5- + 01.09 X I I C-) U 25' I Pb � — \ -Y5- + 38 -Y5- + 01.09 / / -Y5- +00.00, S -Y5- +40. 0 25' O & 20' I I o J 14,& -� \\ \--- 20 C EX.RM/ R C r CB 1 EX. RM/ °'--------------I'1- v 1E 6.. p � I CBS - 24" RCP -IV N i C `R /Li \ / 1 II o o MTL CANOPY I C Y• 4 RCP -NV 1 -1 Q / co o I GR I _ 2 Vi REMOVE 58 L'F ��---- 9 IN F _ --- CB — X� I / 53 72„ OF 15" RCP �� Q CB-----X--/ I v CB �♦ \ I E / I — — — 371S N�Nn �VRi31� �R1 NMO►� to — — — — — SSMTABANB� — / — I 18' BST 18" CLAY — —ulna— — — — — — — — — — 1n-- — — — o `_ _ / SS18" \ \ TOP=2617.47' / /8 I INV IN(NE)=2609.I4' — — \ INV OUT(SW)=2609.10' / SS M — — — — — — — 18" CLAY /sS - — — 3I1s -Id z — — — — — — — \ _ _-- -- -- 8� _ \ — W \\-----\ — // — — — — — Try w F ST1 OF 12" M _ B _ \ Nc � — z _ \T 0)_ J -Y57+-00.0 _______ — — — ----_----- SS / �i — — — — — — ^ — — — 18;DIP— ss 3 TONS CLASS B RIP RAP W/ / /� 5— � / �E \ G U — — — — — — — — — _ _ _ _ — — — — ® ss — f 11 SY GEOTEXTILE FABRIC / 15' (EX. II / / p�J � \ REM VE � � / boo S�ZF � — — — — — — _ �F1 0 — —_ SPECIAL LATERAL qN0 ----�_---- ---- —� �5f— _ / / -Y5- +05.0 MqT Sr — — J�S� / / / BASE DITCH / / o l8„ FR1q SEE DETAIL G \ / / EX.R/W 09° _ _ / RETAIN S S M H Sf — — � —S�- — — _ _ / -YS- + 20.00 / j / / -Y5- + 5.00 \ / c g TOP=26I3.43' �/ lg 45' & / 53' / — — INV IN(S.W -n07;20' SLR_-- �'" 50' TAPER -EX. Krv� i % / lZ — \ / FROM EXIST. -Y5- +00.00 2610-� , ---- ---- 45'& // /ice --- -- --- - ---- -- — — sr _ Si / i �j T -- - - SSMH(ABAND) �s—_-i� TQ _=TB / TOP=26I6.02' Sr TOWN OF WAYNESVILLE / INV 1N(NE)=2609.40' \ ` // / % INV OUT(SW)=2609.I2' \ / / /a ISBRD BST DB 376 PG 73 / \ / /� o DB 411PG 602 / ROCK CROSS VANE ��--� ISFD SEE DETAIL H / / SSMH \ \ \ O 2 w TOP=26I6.76' INVVINN1E )2609 �26 INV IN(S )=2608 94' / V — — — INV OUT(N) 2608.85' SSMH Q \ \ _ ^ \ \ / / — \ INVOSNW)62 V 9.609' I / 24 � o� RODNEY D. LOWE TDB 464 PG 470 \ m LL PB C PG NI \ � 00 0 N 6� Co n (n O LI) LU w Cie r` Co 7 C �Q E� U CV(n ACV i mco I7 9'15'57" 8.50' �- 4" Pvc �G ass 4" PVC 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO. \ -w =" _ - P ETHERILL Raleigh, N.C. 27606 - - License No. F-0377 U-Jc888 EC-8/CONST.4 ' I ENGINEERING gus: 919 8518077 RW SHEET NO. Fax: 919 8518107 \ I ROADWAY DESIGN HYDRAULICS \ TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER I CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION \ I \ DOCUMENT NOT CONSIDERED FINAL \ I UNLESS ALL SIGNATURES COMPLETED \ BST I I \ I FIRST CITIZENS BANK TSA -Y2- +728.00 ROBERT FORGA TRUST 4 DB 2001E PG 143 EX. RxW JAMES W. QUEEN \ \ I cb DB 440 PG 626 \ \ -Yl- +44.00 'sue Q 30' & r� EX. Roo' P \ \ AW/ °s ,-GIN CONSTRUCTION -Yl- +55.72 � -YI- STA.10 + 44.00 �o \ EX. M '�' I FILL TH � -Yl- + 68.43 / I FL BLE F 6� p ISFBUS �G 30' / I -Y2- EX / 4�36I BST PLUG o BE TIP PROJECT U-5888 A��o -Y2- +35.12 � / -Yl- +44.00 R 35' I MOVE -LI- TA. + 60.00 . R & / \ �F 0" VINYL N 48'45'36" E "� C HAYWOOD COUNTY Ex. R,W �� f� 00 CB r7_ BOARD OF ELECTIONS o ' s �� s ��\ \ •� 139.46' TO TA�� 3.C3' IP TO RAW � °° Co °o DB 472 PG 2571 c\ i n �- 15" o °�JB w/ GERALD EGELUS i RCP_ EMOV °p15"o°o c MH gST 2 \ r N DB 898 PG 1186 EMO REMOV LONC \sue RCP GQ� -Yl- +870\ �I.555BU5 -Ll- +90.00 30' I tp / 31.88' -Yl- + 00.00 / ', \ 0 000 O / -Ll- +20.00 \ �9. �� GR I 0 / 45 PUE 30' 0 \ ° NCB �0A \C I 0 CB l.A -Ll- +60.00 PUE \ CR T 30' & / PUE -Ll- +20.00 °2 \ F I COOA STONE SIGN EX. RrW/ s / P 60' TAPER FROM EXIST. 40 \ G 5 �Go VE 3 9� VA IGN 6 CB \ \ RCp / 151. RGP REM E OF 2 P BST / - F ------ - - C 0 \ \ \�' REP E I CP Q - - - ° °O°pp0O n O C Lp /zc °o°O 0 OpOt�o V _ �'00 -------=T o-==�=_ --- --- _ CONC o00000 \\ ' PK NAILS CB - 6" CONC CURB - - -T FO- _ _ �i � --C-OIdO - O V -T - - - - - - I - - F O O B- - - - - - - - - C�n°pOO p 6" CONC CURB Ex /w CONC I - - % US 23 BUS (MAIN ST.) VARIABLE WIDTH BST 0 N 41° 59' 18.9" E I I pO o RC N i CR �LQ _--TC-------- - - - - -- (\�\, OSSIB ND N / REMOVE - TC - - TC - r/- - - - T - - - - - - - - - - %� O _ l`/ P L �E CN _ E4" EONC DRIVEWAY C TC - - - --Tc-�oa000------- --- �-- _ _ - - - -TC- ° 15"RCP-IV TC---------- _ � cR / � 00 0 0000s __ __ NC CURB --- TC-�B=OAOO-- C _ __ ___ CBo - FILL W/ �� 15" RCP IV CB $ -w- 10 DUCTILE IRON - - - - - - - - - - - - - - - - - -w °00 0� - �_ - - - - -r _ _ -1 - - - - E-FILL- - c1�� I- - - - - - oo _ 000000 - _ _ DI / I -rc- ___ _ -TC- _ GR \\------_ GR - _ �s--� - - - _ - -W- - - I R MOVE D C POSSIBLE JB NC DRIVEWAY GUTTER - o0 0o IO " DUCTILE IR s2 ExisTING _GR - - - _ _ - - - - 6" CLAY s w_ - - w --SS--,,, 0 0 2 ----_ _ IS' RiCP_/V 2G600000 i GRADE T ® OVE 6 Y - - - A F _ _ _' : a DRAIN O ST -Y2-�+46.9�1 CONC 4.72 �Z� '� RADE TO O°�� - �� 2 T -Y2- +66.00 EX. R(W - ' -Ll- +60.00 32.73 E BST R PUE PU 30' & E �,' DRAIN X I� x °oo o PUE E BM 1 EX. M -Ll- +00.00 '� -Ll- +21.00 x� w �tr BRICK LANDSCAPE r0� E 40.99' BST - - - - - - - - -- AREA. 45' RT F WOODS -L1- + 86.63 X -L1- + 5145 - Q _ _ _ _ - - - z ° 00 OF 18" HDPE 46.27-Y2- + 75.00 40 RT N ' -Y2- + 78.00 o GR = 23' LT L o` G P IV J� °° KENNETH L. F_HARRELL � n I' m 4p9- ? ISFBUS DB 188 PG 37 4 9�, D I FT-1 n I z o KENNETH L. HARRELL MARGARET Q. RATHBONE �s DB 202 PG 72 m \5��0 END CONSTRUCTION POSSIBLE B CBI RETAIN DB 901 PG 292 SPECIAL CUT DITCH SEE DETAIL A -Y2- STA.16 + 90.00 SIL -Y2- + 10.00 � F EX. RAW i r - BST �6' c' CON- R/R � Y2- +3 7 _6" CONC CURB CONC DEETTA K.EBERHARDT p RETAIN 22' LT (EX. RrW) DB 557 PG 1568 I I \� ABAND 15" HDPE DI 4" BST CURB UNKNOWN SIZE AND MATERIAL SUMMIT STREET I71BSi ISBKBUS I I� ■ EXISTING R/W SS C 6" CLAY SS - - I ` �S vJ 0 S \�G, � I� II I� LYNDA D. MACLEAN II I DB 649 PG 475 m I II I X Z I m N 6 II I C' I I II I I I N 37'56'36' E 72.60' o� N O w Cie 6� W \ S 75°22,00„ E HARRY D. FISHBACK DB 788 PG 72 co BST \ - s/62 °00,//', E ImUd.»r=JEW.V1ftrmrQ C� r Z m r — N C -I - 00 M � W 0 - N m N Z m N SIDEWALK DINL-%Ole - /00R6 N / EIP �6S I 6 N BST SS O 6„ EIP sS o 6, ss � 6(69 49X0„ �/ TOT a �z z MICHAEL J. SHEEHAN \ DB 468 PG 1686 CROBERT M. CHAFIN JR AROLYN S. CONNERLY \ DB 512 PG 925 DB 1990E PG 404 -1-2- STA. 22+10.00 ROBERT LABRACIO DB 874 PG 1842 1223 Jones Franklin Rd. ETHERILL Raleigh, N.C. 27606 ENGINEERING License No. F-0377 Bus: 919 8518077 Fax: 919 8518107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �Q POSSIBLE WATER MAIN. WATER VALVE ON RIGHT SIDE OF ROAD WITH WHAT APPEARS TO TRENCH BENEATH THE ASPHALT. UNABLE TO DESIGNATE WATER LINE WITH PASSIVE SWE THE LOCATION OF THE WATER VALVE IS APPROXIMATE. UNKNOWN SIZE AND MATERIA CN DI JOSEPH R.CONARD DB 486 PG 383 Ss BL-5 CONC PROJECT REFERENCE NO. U -5888 RW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-10/CONST. 6 HYDRAULICS ENGINEER LURA C. ANGEL DB 756 PG 1367 12" BK WALL / INACCESSIBLE CB CMP fl— ® BM#2 ------ — — — — — TC — — — — — — — TC— — I- — — — — — — — — — / \ 9' 00 TF \ Xx 034 \� � \� \ � INACCESSIBLE CB STONE WALL � qy � � O c \ 6, \ \ \ ss \ \ 00<1 06 CVm O\- ) LL \N-� JP mco A PLANTING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN 1. Locate a healing -in site in a shady, well protected area. 2. Excavate a flat bottom trench 12 inches deep and provide drainage. 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. 4. Place a single layer of plants against the sloping end so that the root collar is at ground level. 5. Place a 2 inch layer of well rotted sawdust over the roots maintaining a sloping angle. 6. Repeat layers of plants and sawdust as necessary and water thoroughly. DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place seedling at toward planter. correct depth. 00 4. Pull handle of bar 5. Push handle forward toward planter, firming firming soil at top. soil at bottom. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. 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. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Leave compaction hole open. Water thoroughly. STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N. U-5888 RF-1 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY REFORESTATION MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM LIRIODENDRON TULIPIFERA PLATANUS OCCIDENTALIS FRAXINUS PENNSYLVANICA BETULA NIGRA 680 PLANTS PER ACRE. THE FOLLOWING: TULIP POPLAR AMERICAN SYCAMORE GREEN RIVER BIRCH 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR PLANTING LIVE STAKES PLANTING DETAIL LIVE STAKE SQUARE CUT BUDS (FACING UP LIVE CUTTING (1/2"-2" DIAMETER) 2 - 3 Feet ANGLE CUT 30' COIR FIBER MAT LIVE STAKES EXISTING/PROPOSED GROUND EXISTING/PROPOSED STREAMBED BANK STABILIZATION WITH LIVE STAKES NOTE - LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET ON CENTER LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN GROUND DETAILS BAREROOT PLANTING DETAIL DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place seedling at toward planter. correct depth. AN 4. Pull handle of bar toward planter, firming soil at bottom. 5. Push handle forward firming soil at top. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. 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. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Leave compaction hole open. Water thoroughly. ❑ TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER, APPROXIMATELY 2724 PLANTS PER ACRE. ❑ TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. ❑ NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE PAID FOR AS "STREAMBANK REFORESTATION" STREAMBANK REFORESTATION MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING: TYPE I 50% SALIX NIGRA 50% CORNUS AMOMUM TYPE 2 25% LIRIODENDRON TULIPIFERA 25% PLATANUS OCCIDENTALIS 25% PRUNUS SEROTINA 25% BETULA NIGRA BLACK WILLOW 2 ft - 3 ft LIVE STARS SILKY DOGWOOD 2 ft - 3 ft LIVE STAKES TULIP POPLAR SYCAMORE 11] FAIL ►El1III N 3 ty1 RIVER BIRCH ❑ SEE PLAN SHEETS FOR AREAS TO BE PLANTED 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR STREAMBANK REFORESTATION DETAIL SHEET 1 OF 2 N.0 D.OoT. -ROADSIDE ENVIRONMENTAL UNIT DIRECTION OF FLOW 1 CENTERS COIR FIBER MATTING ANCHORS ON 3' CENTERS EXTEND MATTING TO NWSEL STREAM BED MATTTK1r__ PLAN A ----------- v ------------------- COIR VIEW TYPICAL 18" (TYP) ANCHORS ON 1' CENTERS IN TRENCH MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED ANCHORS ON 1 CENTERS CROSS SECTION FIBER MATTING 11 fil 410 ANCHORS ON 3' CENTERS ANCHORS ON 1 CENTERS FLOODPLAIN/ EXISTING GROUND MIN 2" x 2" (nominal) WOODEN STAKE 12 #10 STEEL REINFORCEMENT BAR 4" 4 ►► IAMETER 24 It 1 " (nominal) STAPLE —11007 1►► —OW— ►► AA-M, ANCHOR OPTIONS STREAMBANK REFORESTATION DETAIL SHEET 2 OF 2 N.CROoT. —ROADSIDE ENVIRONMENTAL UNIT NOT TO SCALE