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HomeMy WebLinkAbout20230795 Ver 1_R-5861 - Cherokee County - Erosion Control Plans_20230606c U) W 00 Ln 0 L c 0 c 0 0 L LLJ Q U) U �, 40 H U O POM H H U O U See Sheet I -A For Index of Sheets -D F Ul 1. Ul lV Cl ll l Ul /Ul _)Y111UUl b 1309 1308 La�re' gran•- - 19 64 - r BIRCH _ 129 74 / 1303 Panther Top 1307 EN 1308 Ja PROJE Nantahala 1303 °fig Va!ionai Forest rz9 Fort Butler Mtn. s 1 1578 LETITIA Ev y 1556, � 1305 1576 �,,,,�„/'/�/ '//��/_. •�( CLARKS STOREr� 1580 ` 1633 s (SR 160 d 1556 15 73 1572 60 1574 1 1 R 11 +� 1571 jjj Notte y River 7 � 1642 588 MACEDON � - LILBER ON ELL VIE COUNTY � 1590 tiY3.... . 1625 BEGIN .......:�R:E :ROLINA GEORGIA�"�""""� 1589 .... ...... PROJECT OFFSITE DETOUR VICINITY MAP (NTS) STA TE OF NORTH i I� �� I I DIVISION OF 1HIG"HWAY CHEROI<EE COUNTY LOCATION: WIDENING US 19 /l29 FROM THE GEORGIA STATE LINE TO US 64 /74. TYPE OF WORK: GRADING, PA TVING, WIDENING, DRAINA GE, CULVERTS, SIGNING, SIGNALS, & UTILITIES bR 1556 - --_ Check Type -A ------------------------------ EROSION AND SEDIMENT CONTROL MEASURES (Intermediate Phase) Temporary Rock Silt Check Std. Description Symbol Type -A with Matting and - - - - - - - - - - - - - - - - - - - IDolyacrylamide (IPAM) Int. 1630.03 Temporary Silt Ditch _ _ _ _ _ _ _ _ _ _ _ _ _ _ no 1633.02 Temporary Rock Silt Check Type-B _ _ _ _ _ _ � 1630.05 Temporary Diversion__________________ TD VWattlle/`i.olr Fiber Waffle ---------------------- � E" 1605.01 Temporary Silt ]Fence-------------- C"- 1606.01 Special Sediment Control Fence - - - - - Watt➢e / Coir Fiber Wattle 1622.01 Temporary berms and Slope Drains _ _ _ _ _ _ _ _ _ _ _ _ with Po➢yacrylamide (1PAM)________________________ NOTES: 1630.02 Silt Basin Type B - - - - - - - - - - - - - - - - - - - - - ® (Intermediate Phase) Wattle / Coin Fiber Wattle 1 1. THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. with Polyacrylamide (1PAM)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALE 50 25 0 50 100 "11h" I I I PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE APPLICABLE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE APRIL 1, 2019 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES. RAC K P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Engineers I Construction Managers I Planners I Scientists www.rkk.com Responsive People I Creative Solutions 1630.06 Special Stilling Basin --------------------- � M v Rock Inlet Sediment Trap* 1632.01 Type A --------------------------------- ALI 1632.02 Type B--------------------------------- B 1632.03 TypeC--------------------------------- C LI Simmer Basin ------------------------------ Tiered Skimmer Basin FE��� Infiltration Basin____________________________ Prepared in the Office of: RK&K 8601 SIX FORKS RD. FORUM 1, SUITE 700 RALEIGH, NC 27615 Designed by. ALEXIS B URKE, P.E. 3413 NAME LEVEL III CERTIFICATION NO. STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. R-5 8 61 EC-1 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 47427.1.1 PE Clearing and Grubbing Phase Final Phase Both Phases THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRU�3ING PHASE OF CONSTRUCTION. INCOMPLETE PLANS DO NOT USE FOR R % W ACQUISITION * PROPOSED TRAFFIC SIGNAL 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 201E and the latest revision 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 3 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 3erms and Slope Drains 1633.02 Temporary Rock Silt Check Type 3 1630.01 Riser 3asin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt 3asin Type 3 1634.02 Temporary Rock Sediment Dam Type 3 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling 3asin 1635.02 Rock Pipe Inlet Sediment Trap Type 3 1630.05 Temporary Diversion 1640.01 Coir Fiber 3affle 1630.06 Special Stilling 3asin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation PLASTIC P I F TEMPO DERMA UNCLA MATER NOTES 1. 2. 3. 4. 5. 6. SKIMMER BASIN WITH BAFFLES DETAIL SEED AND PLACE MATTING FOR EROSION CONTROL LIMIT EARTH DIKE HEIGHT TO 5 FT. C'I/ TKAKACD /C'T7C \/ A D V L r-\ .J .J U .J I lJ I V L 1 r-\ L/ \ I /\ I /\ 1 IV I—L 1 V o/ ON INTERIOR AND EXTERIOR SIDESLOPES. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE 9 FT. Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN REPLACED BY FILTRATION GEOTEXTILE OR TARP AS SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR AT ION E DIKE ;OUND EL PIPE INo 2►► x 2" (nominal) WOODEN STAKE 12 #10 STEEL REINFORCEMENT BAR 4 ►► 4 ►► IAMETER BEND 2411 1" (nominal) STAPLE COIR FIBER MAT ANCHOR OPTIONS 0 DIRECTED. OVERLAPPED 18 IN. (MIN.). NOT TO SCALE COIR FIBER COIR FIBER WATTLE POLYACRYLAMIDE (PAM) EDGE OF PAVEMENT SLOPE ISOMETRIC VIEW 2' ( MAX . ) ---, 2' UPSLOPE CROSS SECTION a /-X N r- VEE DITCH 2 I N . See Inset C Ab� r 2' UPSLOPE STAKE _ GROUND NATURAL GROUND MATTING - - � 2' DOWNSLOPE CROSS SECTION STAKE TRAPEZOIDAL DITCH FLOW 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. :'Al (1 OZ.) TOP VIEW INSET C ROADWAY DESIGN HY1 TEMPORARY ROCK SILT CHECK TYPE 'A' WITH `""""" '" EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) EXCELSIOR NOTES: MATTING FLOW INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN B��11 ccORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. SEDIMENT CONTROL STONE /q O O OO OO oo oo �O o Q O � � q� �O �O � �C OD D o O< oD O D oD o �O D �O O O D o OD �OQ�oODoO� �ODo D 0 0 0 0 STRUCTURAL STONE Cb B 1' M I N EXCELSIOR MATTING PLAN 2/3 CHANNEL WIDTH SECTION A -A See Inset A USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE A SOIL SAMPLE MATERIAL, AND TO BE APPLIED FROM PROJECT ANALYZE FOR (PAM) APPLICATION, OBTAIN LOCATION, AND FROM OFFSITE APPROPRIATE PAM FLOCCULANT TO EACH ROCK SILT CHECK. INITIALLY APPLY 4 OUNCES OF TO TOP OF MATTING SECTION AND EVENT THAT EQUALS OR EXCEEDS INSET A CLASS B STONE POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. 1' MIN � D � oo�oo H = 2' MIN o DooDooDo O D O Q O Q O Q O< SECTION B-B 1211 EXCELSIOR MATTING CLASS B STONE NOT TO SCALE EXAMPLE OF PUMP -AROUND OPERATION NOTES: 1) All excavation shall be performed in only dry or isolated sections of channel. 2) Impervious dikes are to be used to isolate work from stream flow when necessary. 3) All graded areas shall be stabilized within 24 hours. 4) Maintenance of stream flow operations shall be incidental to the work. This includes polyethylene sheeting, diversion pipes, pumps and hoses. 5) Pumps and hoses shall be of sufficicient size to dewater the work area. SPECIAL STILLING BASIN (SEE PROJECT SPECIAL PROVISIONS) Utilize a Stabilized Outlet Instead of a Special Stilling Basin If PumpingAll Clean Water IMPERVIOUS DIKE (SEE PROJECT SPECIAL PROV IMPERVIOUS DI (SEE PROJECT SPECIAL P Ll LLING =C IAL ►,T SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA 1. INSTALL SPECIAL STILLING BASIN(S). 2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE. BASIN 3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING PROVISIONS) OPERATIONS FOR STREAM DIVERSION. 4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK. 5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS. 6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST). TEMPORARY 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE DAY WITHIN FLEXIBLE HOSE � THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS DIKES. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM SEGMENT. THE ► CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK. LOW ► 8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA WITH SEED AND MULCH. IMPERVIOUS DIKE (SEE PROJECT SPECIAL PROVISIONS) NOT TO SCALE C i i i n i-� 3 N Q W Q0 Go Ln 0 i C 0 W C 0 15"-16" EXCELSIOR WATTLE ISOMETRIC VIEW 2' WOODEN FRONT VIEW AL SEE INSET A aim, I RIR Rim 11 ninTP-(Z - USE MINIMUM 18 IN. NOMINAL DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLES ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. 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. FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 20 FT. FILL INSET A TOE OF FILL WATTLE 2►►_3►► TRENCH TOP VIEW UUVVIVbLUI-'t 5 I ANt' r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C M CV O CV CVL c9- C C r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C r cD O W CD 3 -L-DET l - P/ Sto 11 f93.13 PI Sto 14f78.25 A = 26° 02- 45.8" (LT) A = /3° 30' 33.5" (RT ) D = 6° 5/' 57.2" D = 6° 5/' 57.2" L = 379.36' L = 196.761 T = 193.131 T = 98.90' R = 835.001 R = 835.001 SE=0.06 SE=0.06 RO = 140 RO = 140 DS = 50 MPH DS = 50 MPH FX/STi�C RAW RF(./A/ rnA1 ST P11PT lnA1 SARA INC DB 1188 PG I PC C SLIDE 112 FINAL PHASE EROSION CONTROL FOR CONSTRUCTION SHEET 213-1/EC-4 JAMES 5.5CROGGS nD IZ7Z7 D(` 7C0 MORROW KEPHART, ET DB 1475 PG 506 NOTES: ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. ALL DETOURS WILL BE REMOVED. -L DET1- NAD 8 2011 JAMES TANNER DB 414 PG 149 PC B SLIDE 154A Qg-r-/A/ T g-dAPnR ARY < APnQlAlrr -L-UL / / - JIG. /J-rl 3.0L (LL.UU rT 1 ) TEMPORARY DRAINAGE /PERMANENT DRAINAGE TO BE UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE, PROPOSED DRAINAGE FOR FINAL CONDITION. SS SEPTIC DRAIN TANK LINES 203.84' E PROJECT REFERENCE NO. SHEET NO. R -586/ 1EC(2B-11)1C0NST.2B- R,W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMP LE ]E PLANS DO NOT USE FOR % W ACQUISITION FOR " AND EASEMENT STATIONS/OFFSET� SEE SHTS. 4 & 5 FOR DITCH DETAILS SEE SHTS. 2D-1 & 2D-2 FOR -L DET- PROFILE SEE SHT. 38 TRACY R 1,919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 L.0 L.0 V J W � '..0 V / I i W IO W Z J U H a ►J Engineers I Construction Managers I Planners I Scientists www.rkk.com Responsive People I Creative Solutions r� N O- N \- N- t9C r� N O- N \- N- t9C C m (V L Q i i w O C U w i �o 03 Ln 0 i C 0 L) FINAL PHASE EROSION CONTROL FOR CONSTRUCTION SHEET 2B-4,/EC-10&11 DET2- NAD 8 2011 2 TONS CL B RIPRAP W,7 SY GEOTEXTILE INV=1803.7' AA rl I1 PROJECT REFERENCE NO. SHEET NO. R -586/ ECf2B-14J/C0NST.2B RAN SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOI+ P LE l PLANS DO NOT USE FOR % W ACQUISITION WOODSIu i�yi• 01 i '• H P HAL �■ 1 , 0 • .......::� se -•olio; CONC DRAIN LINE • - ,; CWWANLILCL 1 ' OD ES ■ ISFD A,� U LATERAL V DITCH TOE'• • HEIRS,RIPRIAAl" ■ _ SEE D•ETAILDB 1587 PG 154 TOE PROT <D►L B SP. 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ON 10 ME �♦ •LT91i1CONC HW�r.. J/a■v ■ice ' - -- --------- :��i " `� ��—>��+►. -- - � - _ _ _ �W_� ►COI. � YILI X FILL 0 DE TO DRAIN I iGEOTEXTILE YiL i - �' - � ! -• • • > ■ ■ > ■ V� `' 1'i 11111111%%%/i�r ti - ,�4-�yi , . • • • � ' � • • I I'1111111%%%/111'fl� ��' • • II • 11' 1 I: � �.r. 1 • I I . � "c�111�%�/�"./111► ■r �� _ � i AIIIIII • � ® ��1 I - I _ eel• �i / � �i� • 11I • i I • .• • "fi • • • /i1��///WF 1 � ■ N (!i N � 00 � l[I 47 Z RAYMO E T. BAUM ISTER D 466 PG V N wl` �0) W ao N v o z � o 0� N V) PHILIP PERLOW DB 1516 PG 148 KEITH A. LEGERE w DB 1582 PG 449 N N s oss o qs e i I►: I EIP S p5.00'14- W II EIP 05°0014' Wllll� I UTILIZE INTERMEDIATE PHASE EC DEVICES DURING THE TEMPORARY SLOPE CONSTRUCTION DUE TO TRAFFIC PHASING CONSTRUCTIBILITY. HOWARD J. BAUMEISTER DB 781 PG 27 lb I► I I'r-L-DET2- F I i II I� I I I TOE PROTECTION w7GCbX_RfBMP BM#5 SEE DETAIL A -L- 97+32.27 109.54' LT D-D 5.0' O _ O 4.5' DDRE 4.45 P(butte �00� ;� t9 N 0No 623393 ° V) q �0 F ti 99 A N S� N v C-C • 6.0' Q '4---- 234.63' S 13°14- - m 0.01 I i h v 18.50' 1.0' NFALL ^1 R 2SMTLBUS �TEANK ? OEIP 1 ID F Z Ss _ LU DRAIN LINE o 's 0 \ yn4nEIP o N J —L — ASPHALT 19 n I =- _-------� 00 �Q]SIGN W\15" CMP 15" CMP ��SC V) - — T—� 22 W L-DET2 Z M PI Sto 30 +33.74 P/ Sto 38 +00.98 J - 8° 48' 24.6" (RT) A = 6° 22' 57.9" (LT) D = 2° l7' 30.6" D = 2° 5/' S3.2" — —� rontier Communi Lions TEMPORARY DRAINAGE /PERMANENT DRAINAGE TO BE , , U �f AmarlCa Inc. TOP=ILP0.12' \ UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE. L _ 384.27 L _ 222.80 CONSTRUCTION __/ 1 RK K T 192.5/' T 111.52'—L=DFT� �T Sta. 39+12.26= �``/ P: (919) 878-9560 PROPOSED DRAINAGE FOR FINAL CONDITION. /� = 2,5QQ•QQ' R = 2,QQQ,QQ' o / 8601SixForksRoad,Forum1,Suite700 U' �v� T e� Raleigh, North Carolina 27615-3960 SE = 0.04 SE = 0.05 N _ _ ASPHALT NOTES: �, ,_ � % / NC License No. F-0112 ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. RO = 90 RO = //0 ' —� R'"' Engineers I Construction Managers I Planners I Scientists ALL DETOURS WILL BE REMOVED. DS = 50 MPH DS = 50 MPH N FOR R/W AND EASEMENT FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-21 www.rkk.com STATIONS/OFFSETS SEE SHTS. 10 AND 11. 1 FOR —L DET2— PROFILE SEE SHT. 39 1 Responsive People I Creative Solutions r� N O- N \- N- t9C FINAL PHASE co EROSION CONTROL FOR CONSTRUCTION SHEET 213-6✓1EC-14 -L DET4- 'INC AID 2 o gpgNp A 514 PG 83 � N 37"03'31" W g N 5� 4 35.28' D ti 1 N 5\ 69 23' °6" 23 28 '3/° W W p.15 9 9S 86 3 PROJECT REFERENCE NO. SHEET NO. R -586/ ECl2B-161/C0NST.2B R,W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOM P L]E % lE PLANS DO NOT USE FOIE W ACQUISITION N E. A / 44.�6 66s 9S" V, F WOODS 4 N 25 °3'28" W I • KiNC AID 4 ALF RE� 1 AT E `� Dg 574 PG 3 C3 K1N5 W -DET_DR18- PC Sto. 10+00.00= +�� � / +/ KELLY Her OEPPNER x EIP - -EX_L - POT Sto.145 +45.50 o y / ILA H ° H 3 \� ` _J< x PDE g E5gg PG aO 6°"+OD �1 y �,o/ �\ C3 -L_ T4- PT Sto. 17*10.81 x �+ SEPTIC k P �� S Lo +v ANk 0 o Q/ +`� w w �< + S WOODS -- �, HOPKINS + m J, �9- ARI-`( n� q4� / �'� / / ;` . LATERAL V DITCH-L_DET4- PT Sto. 20+27.87 BARN 0 7 a� � + � W/CL B RIPRAP � { � ❑ 6� 64�- PKINS Dg 165 ® / SEE DETAIL E 9°9 s9. �Y R • HC H0? KINS ° ��s -DET _DR19 - POT Sto. 10 f06.07= KEL LIA 6„ %b 15 TONS CL I RIPRAP _ ND WIFE, AOEPPNER APPNER F W/30 SY GEOTEXTILE _ % % - X_L- to.14 f � Fio A HE1LA H TH HOE ON BANKS ONLY c` $4 POSSIBLE SEPTIC s NNE wE LP LATERAL V DIT GR / Z CANNOT P l GARAGE SgAND9 KE �I�b 2 _ _V SEE DETAI + /T L V E C SPEC B RIPRAP H ��, G R I m W I L L I A M o Hu nR�a� P �° o -_ T4 STA. 14 31 9, ` - E D SEE DETAIL O E s� ISBKD N KO B 2.8% . 3 // - AL FREI IP DB 136 BEGIN CO TRUCTl{�ll(.` ' :3�� Dom— ;T _ _ o� 15'" MP F s`v KCqIp F. 1� P G 464 -L_DET - to. I IJ:�O F` BLUE RIDGE MOUNTIAN EMS 0" SP �l DB 5 7q PG Tq T SE TIC Llr -EX L - OC t l ---' EXISTIN ` / , �� E 60 WIRE 81 TrgN X AP Z J m _ _ _ - _ GR i \ H� I , \ x X x ISBK 0 _ -2 I W I / PORT N 8 V. 2GB- jEj- 26, PAvi€b EAbADwAj 6 4.8 o - - // a; l l i��-- k3IPHAL ; GR • iv -'' ; AIN LINE L� p // 3 l (( (Q ' M o� - T L REM9V�`�� ROTECTI N -1 \ C �� � = � L P � � _ � ASPHALT ��SEPTIC 5 R • `\� _ .a ,�— __��_ _-- .. ' SEE DETAIL I LIRANSITION O EXISTING —_����� GRIDG R °O �I 1 v FSOODS C NE ILL T o y� w � �` h U' f W/2 TO L B RIPRAP � ASPHALTl�2 W/7 SY G XTILE ------------- --- ABANDONED R%W ; SECURITY a %, MONf KEYPAD �--�\ 0 00O SIG CpN HW 4EX WOODS 2SFBKD �� -- R 3 4E gp THRl / m �2 CL B RIPRAP COLLAR§F HRIST IN A G I 9�� CPP W/21 SY GEOTEXTILE 4-1 �;:; ��i' \` NOT EIPC MiLD: IC TANK 1 \ ON BANKS ONLY R YL %r---------------------- -- -- 'BOL �� i E ON U T lON ,_,., "' C3 W __-------- CC�� "" -D - 11 +40.00SC3E �-GATE RI POT Sto.-DET _D - PC Sto. l0+3/.58 --- MOTOR BOLLA P '` L; � 3.4 8.0. �� ��---=--� ►1 R, /-.- - ti - _ - Sto. 11 f42.88 -DET _DR19 - PRC Sto. 11 +35.78 T 8PT = ------------ ti V -------'''- \ C I // p� ° + GARAGE Z 47 / / 81 END CONSTRUCTION 82 ~ D — - IS MTL-DET_DRIB- POT Sto.l1+87.4-DET_DR19- PT Sto.11+76.00 FREDR�CK p LIFEEgIv OALRY �p n BUS / o m �m N -D ET_D R18 STA. 10 + 2 4.00 ES T MPLE, I lco ,SM1 L ISMT L -DET _'DR18B - PT Sto. 10 +7/.59 � ➢ pB 16 9p PG 31 � r gUS gU5 9- - mT DRI - PC Sto. 10+00. - 9 DEN 0 8 ��'° - - + �DSTIN M°P��q� � �oo� DALR,�MPLE, W _ T DRI POC Sto.10+27.70 • DET _DR 8B PC Sto. 10 95.56 Dg 1119 �. 1CK T E o � ° ���o F -ORICY, ES P � 31 C E m /-DET_DRl B- PT Sto.11+15.32 $� ��, Og 16gO L14 CON RUCT ION N ° /4' hLt UTILIZE INTERMEDIATE PHASE W 3 E _DR B- POT o 1+40.00 NT N3g6 EC DEVICES DURING THE gR $ PG TEMPORARY SLOPE CONSTRUCTION co 03 �ORGETTE PGW2BO - pg 1g9SLIDE 116g DUE TO TRAFFIC PHASING -DE _DR B- POT Sto. 11+40. 3 M G Dg 1559 IDE 116g CONSTRUCTIBILITY. P g SL TEMPORARY DRAINAGE /PERMANENT DRAINAGE TO BE PC 0 NOTES: i ) SELF _5 OR 79 I ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE. 0 16�1 PG 39B ALL DETOURS WILL BE REMOVED. PROPOSED DRAINAGE FOR FINAL CONDITION. C ° �3 0 i W cn W O O Q / U CV � O i CV � FOR R/W AND EASEMENT R;fj%fC STATIONS/OFFSETS SEE SHTS.14 AND 15. P;(919)878-9560 8601 Six Forks Road, Forum 1,Suite 700 FOR DITCH DETAILS SEE SHT. 2 D-1 & 2 D-2 Raleigh, North Carolina 27615-3960 FOR-L_DET4- PROFILE SEE SHT. 40 NC License No. F-0112 FOR -DET DR18- PROFILE SEE SHT. 43 Engineers I Construction Managers I Planners I Scientists FOR-DET_DR18B- PROFILE SEE SHT. 43 www.rkk.com FOR -DET D R19- PROFILE SEE SHT. 43 Responsive People I Creative Solutions �o _ C r\ m C- 0_ i i w 0 9 F w �o 03 Ln 0 i C 0 L) F 0 s NICK s, cn„� . 1 n 111, PROJECT REFERENCE NO. SHEET NO. DB GLIT HRIE s6 ss.-L_DET4- a y 1020 P 'c6, Fy p o _ _ R -586/ EC128-171/CONST.2B- D G 406 PI Sto 32+1/.30, P/ Sto 38*91.55„ 9` -°�~ ,,, ppE R rn R/W SHEET NO. � — 2 /5 37.4 (RT) p = 3/ 58 3/.6 1 � ���� ROADWAY DESIGN HYDRAULICS IS TINA D = 0. 27" 04.1" D = 3. 49' 8.0" �� ..SI B ENGINEER ENGINEER B HRIE L — 50/°03' L — 837.1/' 817 7 2.5sF T = 250.55' T = 429.77' a Y . . .0 BKD �� 0 INCOI+/l P LE lE PLANS R = 12,700.00 R = 1,500.00 — _ N ��` W � o � - � �`, DO NOT USE FOR % W ACQUISITI®N SE �o ` .0 �'Q ----- RO — 50 RO — 140 � ` c� Ex�sT IG'P/ \ % \ WOODS ROADSIDE O IN � DS = 50 MPH DS = 50 MPH �° '� Cr) w \ ttz `Cif `W ,% - 2�301 5�.9 59.90 2p90 7.F 2 z PROP HTR MTL y N 4�°i2A . W \ \\ C�• C�• � A � . 4 S �A 12 08°j� TANKN NEAT y y 5\°5g, 4° W EIP / A. \ 9°47'42° E �C WOODS ,,cc�� 900 O�°F PUMP \ 1 121.85' `�r� V g N Z DRAIN LINE SEPTIC r r N 70.25. \ S 29°47'g2„ E ,,ccam� `� -Al' A2' E 6 S 21°O8'07^ E EIP 2/°20 3q° ANK > ,�A W p C( 13 7.15' `C,0 - 2.50 50. gg. W $ 25 �� -U BARN S 29°47'g2° E S ��2g g2 b N ZO 2I 3 34"35'34" W N �338 m� I I ��� i �. 100.23' go -------- v `0 34,g9, 3° N' CID \ 63.32' .4 n v' B U' O WOODS N WOODS I I ti G�TBARA w --- BARN--- pB 3 R� E -3 -------------- �� �-, I G 6 P 206 �' , 3 87 / / /� -4 ERICA LE w o 41- c3,-, o o c r1 / W y X A M N DRAIN L NES � D SA U QDQ S ------ ......... -GR ----------------- �3 �, pB 16 GOT y/ /3 -- -------- I` II No INAG Via. PG 239 p--------------- o AA" w W 5°3.37' W. • � A FILI Op SST C-OAAp' ��tiP��ti G �� / v N 5\°6A.AQ.co 123.37' RAG - -- -L----OMER ROq p t�E(--- ARAGE 2I� l z c ti � ------------------------- -- 1 o. w � pB 036 -- GI? ------ R S 25 4O N , . 53; Q o m-0 r17 PG 6 � ---- --- SEP,'TI BARq lI E 5.0 53° E I a 7 W 20 W , T AMK' LATERAL DITC � PG HRIE DRAIN LINE SE PTIC . 91.41' 0 8 ^, o SPEC , 1. DE T IL B 64 TANK S 28°34'07° / I .o c" ti y Z �`2 Js- '� 000` R /S SEE DE AIL A RAINQONES 86 145.90' I Bl0 ER Z O BKD ,` CC CRA IT 11 / 87 I STRUC URE \ �� 00 m 3 O - _-- ----� 0 1 C3 EE TW'p-Woo GgRA cr�j ISBKp ERICA LEA/ - - + o DB NN ORT L_DET4 PRC Sto. 34 6/.78 p0 1712 PG 854 AL HP N _ `� 4-1 -) �� Fr -L D ET4- STA. 3 6 + 3 7. 50 � F 1 E "' 4- � ""t�L o - N C E �F nf�er 5.2% 4.0% LU yy W SP. LATERAL V DITCH p 7 hE,y _ - 1g„ �I SEE DETAIL C �� SIN \7'=p R s A' RD - vT` � �� H EX S TIIyC «I Q \ ,�1Y / 4v9 15 TE o o _ 15p Raw NOjR Q MS SA G ® W I oo _1 ENT RI P 0 7 W w V) J SDRAIN LINE S �� ------ _ ►'Y wo //� 0 2GIB S ---------- --- - -------------- _ ODS 15" RCP -I -- --- Z GR 5 TONS 1CL B RIPRAP STANK T'NG RAW I _s — I GIB_NS o a o M M --W/14 SY GEOTEXTILE A J JB JB _ F o o un ,o ,n� CM �� — Int °/ , o° UT ILL TRANSITION 23•3 PROPERTY LINE IS` ti LOCNAELENBO ��� //`� TOM CL B RIPRAP + (Typ _ _ _ q¢V A �� _ /SY�T TILE 3 RUN OF CREEK 83 NC ERT V 2.5 _ \PES _ o R SF8KD _ o / BARN CH IS T I NQ � -� � )S" 1s1 — �� � /� � — � -► Q 914 FU j HRIE % ' Fo°uNDEpE LI 15j / � °Int 5 6 * 21 BLI OS g 2 C% 16 � �Np JUNCTI �N Int 3ARN 94* SPECIAL Cll C9// --r- - O 1692.65 1 80* - -------- SEE DTT DITCH W w A Sp sT,NG Riw r O woo C3 ------ L_DET4— At ­.', I DITCH X' J �,�--- DS ,cam E DETAI RAP - 4EX \ _ 1694 58* `W j L O v � C SP\\ 76 * F UT� ITCH ED—� W EIP 9TA A WOODS MICHAE WD DECK * .. D . w O� �,� J 93 L,• SPECIAL CUT DITCH 00 SEE DETAIL A J o L J• WI = 700•17* °'. WOODS B DB I464 PG LKINS 1699.48* 17022 � 9� CHANNEL C <D82 * LATERAL v D RRA = 96 9F RUN OF CREEK CHQ SEE 1 RIPI2gpGE 'Al PG 5 1728.74* 73 42pETg1 B DB 1699 P MPTpN W .. V 282 PROPERTY LINE IS 1 73* W/CL SEE CH S. HA MP �;�� L ES 6GRE HEIR DETAIL 172 5 (--�_ 5 E G 1271 N A5"19'02" 93 `� H ��h ��� I7DI 26* 1707 * G 192 S, E T Q L 1 4.36* 30., p_111 (DRIED 0 1 43* 1 P 1706.OS* 1B�1TY LI F * E = P R UTILIZE INTERMEDIATE PHASE RUN OF CREEK C 11 TONS CL 1 MI CHQ EL WON BgNKs ONLTTILE DB 482 P HAMB y D G 63 3 90 w Co N PHOEBE "' DB 1717 P REDDEN G 772 ti TEMPORARY DRAINAGE /PERMANENT DRAINAGE TO BE UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE. PROPOSED DRAINAGE FOR FINAL CONDITION. PHOEBE DB 1717 - EDDEN 772 FINAL PHASE EROSION CONTROL FOR CONSTRUCTION SHEET 213-7/EC-15 NOTES: ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. ALL DETOURS WILL BE REMOVED. /p0 NEL BL EC DEVICES DURING THE o EEDETAIL TEMPORARY SLOPE CONSTRUCTION R J E �41pSEDIgq DUE TO TRAFFIC PHASING 4v 15 RUSTE� ETET CONSTRUCTIBILITY. RIO JARRA RA n SPL R W/ B IT DgCH DB.699 P MPTpN o SE DETAIL' 1271 WjCI B V DIT / / i✓ `cam SEE DE I O E / puNO � / OR JADW AD S. HAMPTON 1699 PG 1271 �F GPR ANKLI'N AND RK � / o / R1v� Q�� NNpt HUS�,AND9 RY `,FAANKLIN Q P: (919) 878-9560 Poa O) D B 13 R G 1 ��,3 8601 Six Forks Road, Forum 1,Suite 700 PEE �p.RN Raleigh, North Carolina 27615-3960 NC License No. F-0112 Engineers I Construction Managers I Planners I Scientists FOR R/W AND EASEMENT FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2 www.rkk.com Ta,: / l/_5'> STATIONS/OFFSETS SEE SHT. 15. FOR-L-DET4- PROFILE SEE SHT. 41 Responsive People I Creative Solutions r� N O- N \- N- t9C r� N O- N \- N- t9C � i N O- N � \- N- c9C z Q W co Ln cr 0 i C 0 O co 0 i W cn 0 0 Q co 0 OF HIGHWAYS UORTH CAROLINA SOIL STABILIZATION EROSION CONTROL MATTING IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE MAT Y) ES E S 4 —L — 22 +00 23 +00 RT 55 7 —L — 59+00 6/+75 LT 265 7 —L — 60 +32 62 +30 RT —T SD 215 8 —L — 32 +14 66 +50 LT 505 8 —L — 65 +46 67 +12 RT 195 9 —L — 78 +00 8/ +50 RT 270 11 —L — 102 +50 105 +71 LT 250 11 —L — 105 +71 108 +50 LT 215 11 —L — 106 +00 108 +40 RT 185 7 —L — 57 +00 58 +74 LT 145 7 —Y3 — 12 +00 /3 +50 RT 120 8 —L — 7/ +09 72 +39 RT 145 /0 —L — 99 +00 /00 +50 LT 120 12 —L — 122 +50 124 +00 LT 120 8 —L — 72 +39 73 +50 RT //0 9 —Y4 — 14 +l0 /4 +80 LT 60 13 —L — 130 +50 133 +22 RT 210 13&14 —L — 136 +00 140 +50 LT 350 13&14 —L — 137 +81 139 +50 RT 135 /5 —L — 159 +00 162 +50 LT 270 15&16 —L — 164 +00 171 +00 LT 540 16 —L — 167 +00 171 +00 RT 310 11 —L — 104 +00 107 +00 LT 235 11 —L — 112 +00 112 +97 RT 80 17 —L — 183 +50 187 +00 LT 270 18 —L — 195 +00 197 +50 LT 195 13 —L — 126 +50 127 +77 LT /50 14 —L — 143 +50 144 +00 RT 45 2B —1 —L—DET l — 18 +93 /9 +93 RT 85 2B —3 —L—DET 2 — 23 +20 23 +7/ LT 40 6UbTOfA1� 59890 SUMMARY SHEET OSION CONTROL MATTING IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 14 —L— 145 +67 148 +15 RT 590 14 —L— /50 +50 152 +00 RT 120 14 —Y10A— 11 +73 /2+50 LT 55 14 —Y10A — /0 +50 // +50 RT 80 14 —DR17 — /0 +50 /0 +97 LT 40 /5 —L— 156 +00 157 +00 LT 80 /5 —L— 157 +00 157 +40 LT 30 /5 —Y// — /0 +50 11 +30 LT 55 2B —7 —L—DET 4 — 33 +00 33 +52 LT 45 2B —9 —L—DET 6 — 11 +04 /2 +69 RT 135 2B —9 —L—DET 6 — 26 +35 — RT 80 2B —10 —L—DET 6 — 22 +58 23 +12 RT 45 2B —10 —L—DET 6 — 26 +90 29 +11 RT /80 2B —10 —L—DET 6 — 26 +90 28 +00 LT 90 17 —L — 179 +50 181 +00 RT 245 18 —L — 194 +60 196 +00 LT //0 2B —1 —L—DET l — 19 +77 20 +65 RT 70 2B —1 —L—DET l — 20 +65 25 +42 RT 370 2B —2 —L—DET l — 16 +43 25 +42 RT 690 2B —2 —L—DET l — 25 +42 30 +37 RT 380 2B —2 —L—DET I — 34 +20 40 +11 RT 455 2B —2 —L—DET I — 25 +43 29 +42 LT 3/0 2B —4 —L—DET 2 — 24 +70 25 +67 RT 75 18 —L— 195 +50 197 +00 RT 85 18 —L— 198 +50 199 +00 LT //0 20 —L— 208 +50 209 +00 RT 45 20 —Y10B — 11 +50 /2 +00 LT 40 21 —Y10B — 13 +00 /3 +24 LT 20 2B —4 —L—DET 2 — 26 +66 31 +70 RT 390 2B —5 —L—DET 3 — /0 +00 /1 +69 LT l30 6U15TOfA1, 5,150 z Q W co Ln cr 0 i C 0 O co 0 i W cn 0 0 Q co 0 OF HIGHWAYS UORTH CAROLINA SOIL STABILIZATION EROSION CONTROL MATTING IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE MAT Y) ES E S 2B —5 —L—DET 3 — 18 +87 2/ +43 RT 200 2B —6 —L—DET 4 — 13 +84 /7 +93 RT 3/5 2B —6 —L—DET 4 — 18 +95 20 +48 RT 120 2B —7 —L—DET 4 — 27 +53 33 +49 RT 535 2B —7 —L—DET 4 — 30 +05 32 +05 RT /55 2B —7 —L—DET 4 — 34 +00 36 +42 LT 190 2B —7 —L—DET 4 — 34 +49 36 +42 RT /50 2B —7 —L—DET 4 — 34 +49 4/ +29 RT 525 4 —L — 14 +00 — LT —T D 25 4 —L — 14 +68 /7 +00 LT —T SD 130 5 —L — 22 +00 25 +50 RT 270 5 —L — 25 +50 28 +50 RT 290 5 —L — 28 +50 32 +00 LT 270 2B —7 —L—DET 4 — 36 +42 39 +32 LT 225 2B —9 —L—DET 6 — 14 +18 2/ +99 LT 600 2B —9 —L—DET 6 — 14 +18 /5 +17 LT 80 2B —l0 —L—DET 6 — 23 +12 25 +8/ RT 2/0 4 —L — 14 +68 /7 +00 LT 130 5 —L — 33 +72 — RT 25 7 —L — 54 +5/ — RT 25 SU15TOfAL, 4,470 T Of A[,- /5,5/0 SUMMARY SHEET EROSION CONTROL EXCELSIOR MATTING IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 4 —L — /0 +00 /0 +50 RT 40 4 —L — 23 +00 23 +75 RT 45 6 —L — 37 +00 39 +00 RT /55 6 —L — 39 +3/ 40 +60 RT /00 6 —L — 40 +60 48 +00 RT 570 6 —L — 39 +50 49 +80 LT 795 5 —L — 32 +50 33 +/5 RT 85 5 —L — 33 +l5 34 +35 RT 160 5 —L — 34 +35 35 +50 RT 95 5 —L — 35 +50 36 +36 RT 70 5 —Y2 — /3 +50 /5 +00 LT 175 5 —Y/ — /0 +00 // +50 LT 175 5 —Y/ — 12 +50 /4 +00 LT 190 5 —Y/ — 14 +00 /6 +00 LT 255 6 —L — 4/ +25 42 +50 RT /30 7 —Y3 — 10 +75 /2 +00 RT 145 /0 —L — 88 +50 92 +50 RT 3/0 11 —Y6 — 16 +00 /6 +00 LT 120 11 —Y6 — 17 +00 /7 +00 LT 80 11 —Y6 — 17 +00 /7 +00 RT /55 11 —L — //0 +00 /13 +00 RT 235 12 —L — 114 +50 /18 +00 LT 270 12 —L — 117 +00 /19 +89 RT 225 12 —L — 119 +89 /23 +50 RT 280 8&9 —L — 73 +50 77 +50 RT 330 14 —L — 149 +50 /52 +00 LT 195 /5 —L — 152 +50 /56 +00 LT 270 16 —L — 17/ +00 /77 +00 LT 465 16 —L — 17/ +00 /76 +00 RT 385 16 —L — 176 +00 /78 +00 RT /55 SU�TOTA1 69660 z Q W co cr / 0 i C 0 O co 0 i W cn / 0 0 Q / co 0 OF HIGHWAYS UORTH CAROLINA SOIL STABILIZATION EROSION CONTROL EXCELSIOR MATTING IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE MAT Y) ES E S 11 —Y6 — 14 +50 16 +00 LT 3,950 12 —L— 114 +75 116 +50 RT 95 17 —L— 183 +00 189 +00 RT 465 17 —L— 189 +00 191 +25 RT 175 l3 —Y9 — 12 +00 /3 +00 LT l05 14 —L— 140 +00 141 +75 RT l35 2B —5 —L—DET 3 — 14 +78 /5 +63 RT ll5 2B —5 —L—DET 3 — 15 +63 /6 +24 RT l05 14 —DR19 — 10 +75 /l +l3 LT 40 14 -Y10A - l0 +50 11 +73 LT 95 14 -L- 147 +00 148 +50 LT l05 2B —7 —L—DET 4 — 33 +52 34 +00 LT 40 2B —l0 —L—DET 6 — 22 +58 23 +66 LT l35 2B —l0 —L—DET 6 25 +81 26 +90 RT 90 15&16 —L — 164 +09 166 +00 LT 250 16 —L — 177 +00 178 +00 LT 80 2B —1 —L—DET l — 14 +42 /8 +93 RT 350 2B —2 —DET —Yl — 11 +50 /3 +00 LT ll5 2B —3 —L—DET 2 — 15 +18 23 +20 LT 615 2B —3 —L—DET 2 — 16 +17 23 +70 RT 580 2B —3 —L—DET 2 — 16 +18 23 +20 RT 540 18 —L — 199 +00 199 +25 LT 55 20 —Y12 — 26 +75 29 +08 RT 190 2B —4 —L—DET 2 — 28 +69 30 +70 RT l55 2B —5 —L—DET 3 — 10 +17 /2 +20 RT 160 2B —5 —L—DET 3 — 18 +36 20 +92 LT 200 2B —7 —L—DET 4 — 28 +54 33 +04 LT 345 4 —L — l +50 /3 +00 RT 195 4 —L — l8 +00 22 +00 RT 310 SUBTOTAL 9,790 SUMMARY SHEET EROSION CONTROL EXCELSIOR MATTING IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 4&5 —L— 18 +00 28 +50 LT 810 2B —9 —L—DET 6 — 13 +68 21+49 RT 600 2B —1 —L—DET l — 11 +74 /5 +93 LT 230 6U151'OTA1 19,640 TOTAL 1U90 z Q W co cr / 0 i C 0 O co 0 i W cn / 0 0 Q / co 0 OF HIGHWAYS UORTH CAROLINA SOIL STABILIZATION EROSION CONTROL PSRM IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE MAT Y) ES E S 4 —L — 12 +39 /3 +13 LT /55 4 —L — 13 +56 17 +50 RT 405 4 —L — 13 +13 17 +50 LT 885 4 —L — 13 +48 /6 +94 RT 65 4 —DRI — /0 +35 — RT 60 4 —L — 20 +70 22 +00 RT 30 4 —DR2 — 11 +36 /2 +00 LT 95 5 —L — 32 +50 33 +39 LT 50 5 —L — 33 +39 — LT 50 5 —L — 33 +40 — RT —T D 20 5 —L — 35 +23 35 +80 RT —TD 35 5 —Y2 — /0 +50 /3 +50 LT 235 5 —Y2 — 10 +40 /3 +00 RT 205 5 —Y/ — /0 +50 /2 +00 RT 120 6 —L — 48 +00 50 +00 RT /55 7 —DR7 — 10 +60 /3 +75 RT 245 7 —DR7 — 10 +60 /3 +75 LT 245 7 —L — 59 +00 — RT —T D 30 5 —Y2 — 14 +00 /5 +00 RT 120 5 —Y/ — /0 +00 /0 +50 RT 60 6 —L — 39 +60 40 +60 RT 130 6 —L — 40 +60 4/ +25 RT 70 6 —L — 42 +50 44 +85 RT 130 8 —L — 69 +89 — RT —T D 65 8 —L — 73 +08 73 +79 RT —T SD 60 9 —L — 77 +44 77 +88 RT —T SD 25 9&10 —L — 85 +00 92 +75 LT 600 11 —Y6 — 11 +50 /4 +50 LT 235 6 —L — 44 +85 47 +00 RT 120 7 —L— 50 +33 5/ +37 LT 60 SUMMARY SHEET EROSION CONTROL PSRM IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 7 —L— 54+44 — RT 215 8 —DR8 — 12 +50 /3 +40 RT 50 8 —L— 68 +50 71 +00 LT 205 8 —L— 68 +00 7/ +09 RT 335 8 —L— 66 +91 68 +00 LT 130 11 —Y7 — /0 +50 /2 +50 LT /55 11 —Y7 — /0 +50 /3 +00 RT 195 11 —DR14 — /0 +50 /3 +00 LT 195 11 —DR14 — /0 +50 /2 +00 RT 120 12 —L— 114 +00 117 +00 RT 235 13 —Y9 — 11 +00 // +50 LT 40 8 —L— 7/ +85 72 +31 LT 25 8 —L— 72 +3/ 72 +86 LT 45 9 —L— 77 +50 78 +25 RT 80 9 —L— 8/ +64 — RT 200 9 —L— 83 +80 84 +59 RT /50 9 —Y4 — 13 +00 /4 +10 LT 140 9&10 —L— 16 +75 9/ +30 LT 595 /0 —L— 93 +80 95 +74 LT //5 /0 —L— 96 +40 97 +50 LT 90 /0 —L— 97 +50 98 +50 LT 55 15&2/ —Y10B — 12 +00 /7 +50 LT 425 15&2/ —Y10B — 12 +00 /7 +50 RT 425 16&17 —L— 172 +30 8/ +61 RT 505 11 —L— 111 +00 1 /2 +50 LT /55 11 —L— 112 +50 1 /4 +12 LT 170 11 —Y6 — 11 +00 /2 +35 LT 160 11 —Y6 — 16 +00 16 +30 LT 35 11 —Y6 — 16 +30 16 +71 LT 45 11 —L— //0 +00 /ll +00 LT /05 6UbTOTA1� 4,760 SUbfOTA1� 5,395 z Q W co cr 0 i C 0 O co 0 i W cn 0 0 Q co 0 OF HIGHWAYS UORTH CAROLINA SOIL STABILIZATION EROSION CONTROL PSRM IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE MAT Y) ES E S 12 —L — 125 +00 125 +50 LT 60 12 —DR15 — 12 +88 /3 +50 RT 75 12 —DR15 — /0 +30 /2 +50 RT 255 17 —DR22 — /0 +50 // +00 LT 40 17 —DR22 — /0 +50 // +50 RT 80 17 —L — 179 +28 181 +66 LT /RT —T D 130 13 —Y9 — 13 +00 — LT 185 13 —Y9 — 13 +00 — RT 230 /3 —L — 126 +83 127 +00 RT 45 13 —L — 127 +00 127 +67 RT 170 /3 —L — 125 +50 126 +50 LT 120 /3 —L — 127 +77 128 +42 LT 55 13 —Y9 — 11 +50 /2 +00 LT 55 13 —L — 136 +00 136 +50 RT 55 /3 —L — 136 +50 137 +00 RT 65 2B —1 —L—DET 1— 10 +64 11 +03 LT 65 2B —1 —L—DET 1— 11 +03 /2 +90 LT 295 2B —1 —L—DET I — 12 +90 /4 +42 LT 240 2B —1 —L—DET I — 14 +42 15 +93 LT 240 2B —3 —L—DET 2 — 15 +18 21 +70 LT 670 2B —3 —L—DET 2 — 23 +71 24 +20 LT 60 2B —5 —L—DET 3 — 14 +41 /4 +78 RT 50 2B —6 —L—DET 4 — 15 +02 /7 +42 LT 195 2B —6 —L—DET 4 — 17 +42 18 +44 LT 60 2B —6 —L—DET 4 — 18 +44 /9 +46 LT 120 /5 —Yll — /0 +50 11 +68 RT 90 /5 —Yll — 11 +30 /3 +00 LT 200 2B —10 —L—DET 6 — 2/ +49 22 +58 RT 60 2B —10 —L—DET 6 — 2/ +49 22 +58 LT 60 2B —10 —L—DET 6 — 23 +12 25 +81 LT 340 SUMMARY SHEET EROSION CONTROL PSRM IN DITCHES CONST SHEET NO. LINE FROM STATION TO STATION SIDE ESTIMATE (SY) 2B —10 —L—DET 6 — 25 +81 26 +35 LT 65 /5 —Y//— 13+00 13+39 LT 25 /5 —YII A — /0 +/5 // +50 RT /05 /5 —L — 162 +50 162 +89 RT 35 /5 —L — 157 +40 158 +00 LT 35 /5 —YIOB — 18 +00 /8 +96 LT 125 17 —L — 188 +50 189 +00 RT 55 17 —L — 189 +00 189 +50 RT 55 2B —4 —L—DET 2 — 24 +20 30 +70 LT 500 18 —L — 192 +00 193 +50 RT 175 18 —L — 193 +50 194 +20 RT 85 4 —L — 13 +l3 /7 +48 LT —CWD 590 4 —L — 12 +45 13 +26 LT —CWD 70 4 —L — 12 +45 13 +26 LT —CWD 70 4 —L — 14 +10 — LT —T D 20 5 —L — 32 +80 33 +23 RT—CWD 25 4 —L — 15 +33 — LT 20 5 —L — 32 +80 33 +23 RT 25 8 —L — 7/ +66 72 +36 LT 80 14 —DR19 — 10+42 /1 +13 LT 40 /5 —Y// — 11 +32 /2 +90 LT 90 17 —L — 179 +13 180 +46 RT 75 28—1 —L—DET I — 10 +58 /5 +87 LT 430 SUPS Of AI, 2,795 T 6 TAB 17,315 SUbfOfA1,, 4,365 fkl.'//F HIGHWAYS NORTH CAROLINA SOIL S TABILIZA TION 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 201, 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 40l 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES° C O CHANNEL CHANGE W/CL I RIPRAP SEE DETAIL D CHANNEL CF W/CL I RIP F SEE DETAI 1ANNEL i C ILOCK DETAIL AA X 11 66, i 0, � RFM i o GREY TL-3 ° o IB -NSF W/ GREV TL-3 FILL C 1AN EL 3LOC D ETAI L CHANNEL BLOCK SEE DETAIL AA IMPERVIOUS DIKE D CHANNEL CHANGE W/CL I RIPRAP SEE DETAIL D \, TL-3 IMPERVIOUS DIKE A IMPERVIOUS DIKE B TEMPORARY 36" PIPE of of of of o cl 25' � (TYP.) ------ +------------------------ - J - IMPERVIOUS DIKE C /CHANNEL CF W/CL I RIP SEE DETAI \\\ GREY TL-3 FILL C NC HW CHANNEL BLOCK SEE DETAIL AA 2� SAR IMPERVIOUS DIKE A r4 CHANNEL CHANGE W/CL I RIPRAP SEE DETAIL D IMPERVIOUS DIKE B WOOD CHANNEL CHANGE W/CL I RIPRAP SEE DETAIL D LATERAL 4' BASE DITC1 W/CL B RIPRAP SEE DETAIL G TEMPORARY 36" PIPE PUE LATERAL 4' BASE DITC1 W/CL B RIPRAP SEE DETAIL G PROJECT REFERENCE NO. SHEET NO. R -586/ 1 EC—4A/CONST,4A W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PLANS INCOM[P LlC' lE DO NOT USE FOR % W ACQUISITION 1. INSTALL IMPERVIOUS DIKES 'A' & 'B' AS SHOWN ON PLANS. 2. INSTALL TEMPORARY 36" PIPE TO DIVERT WATER IN EXISTING DITCH AWAY FROM WORK AREA. 3. INSTALL ENTRANCE AND RECEIVING BORE PITS AS NECESSARY. 4. INSTALL TRENCHLESS INSTALLATION 66" RCP. —■ M 01w ■� 1. INSTALL ADDITIONAL IMPERVIOUS DIKES 'C' & 'D' AS SHOWN ON PLANS. 2. INSTALL 66" RCP -IV UNDER DRIVEWAY. 3. CONSTRUCT INLET AND OUTLET CHANNEL IMPROVEMENTS. 3. REMOVE IMPERVIOUS DIKES AND TEMPORARY PIPE. 4. DIVERT WATER THROUGH NEWLY CONSTRCUTED PIPES AND INSTALL CHANNEL BLOCKS AS SHOWN ON PLANS. R;f%f C P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Enginelp Construction Managers I Planners I Scientists www.rkk.com Responsive People i Creative Solutions r� N O- N \- N- t9C � i N O- N � \- N- c9C r� N O- N \- N- t9C U) 0 i W / / 0 0 Q N Q i N� N1-1 SOW III' r� fN- RE LquMM WN-111111110M ME, TV ,.• '--- �� _ _---����.�.;�.=;ti� _ �,!S � � � ��� yea%'•►�•:;-., �`�� ��� 7� �t��- - � gip► �i n'� I� STILLING f ate• • � BASIN ' _'- � = , 1. 2. 3. 4. 5. 16 UTILIZE SKIMMER BASIN 8-01 AS STILLING BASIN WITH INSTALL IMPERVIOUS DIKES AS SHOWN ON PLAN. EXCAVATE SEDIMENT FROM SOUTH BARREL OF EXISTING DIVERT STREAM THROUGH SOUTH BARREL OF EXISTING PROJECT REFERENCE NO. SHEET NO. R -586/ 1 EC-8A/CONST BA W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOM[P LlC' lE PLANS DO NOT USE FOR % W ACQUISITION MINIMUM CAPACITY OF 96 CY. CULVERT. CULVERT. INSTALL APPROX. 28 LF OF PROPOSED 8'x8' RCBC WITH HEADWALL, WINGWALL, AND CHANNEL IMPROVEMENTS AT INLET OF EXISTING CULVERT NORTH BARREL. INSTALL APPROX. 24 LF OF PROPOSED 8'x8' RCBC WITH HEADWALL, WINGWALL, AND CHANNEL IMPROVEMENTS AT OUTLET OF EXISTING CULVERT NORTH BARREL. � E 1. REVISE LOCATION OF IMPERVIOUS DIKES BY ADJUSTING APPROXIMATELY 63 LF AT INLET AND APPROXIMATELY 62 LF AT OUTLET AS SHOWN ON PLANS. 2. DIVERT STREAM THROUGH NORTH BARREL OF PROPOSED RCBC. 3. INSTALL APPROX. 18 LF OF PROPOSED 8'x8' RCBC WITH HEADWALL, WINGWALL, SILLS AND CHANNEL IMPROVEMENTS AT INLET OF EXISTING CULVERT SOUTH BARREL. 4. INSTALL APPROX. 34 LF OF PROPOSED 8'x8' RCBC WITH HEADWALL, WINGWALL, SILLS AND CHANNEL IMPROVEMENTS AT OUTLET OF EXISTING CULVERT SOUTH BARREL. 5. BORE AND JACK APPROXIMATELY 125 LF 72" WELDED STEEL PIPE. 6. REMOVE IMPERVIOUS DIKES AND STILLING BASIN AND DIVERT STREAM THROUGH BOTH BARRELS. P. (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Engineers I Construction Managers I Planners I Scientists www.rkk.com Responsive People I Creative Solutions C Q Q w w coo co w 0 i 0 w 0 U) 0 i w n Q w / N � Q 0 N� L_ UOr PROJECT REFERENCE NO. SHEET NO. R -586/ I EC-9AICONsr.9A RAW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER lE PLANS % W ACQUISITION INCOM[P LlC' DO NOT USE FOR -■ ■ ■ ■ ■ ■ ■ V _7 ■ fl■ ■ fl ■ ■l 1■ V _7■ l Jl Al ■ ■ V l ■ / 1 ■ `l ■ ■ ■ T 1 ff 1. INSTALL IMPERVIOUS DIKE 'A' AS SHOWN ON PLANS TO MAINTAIN FLOW THROUGH THE EXISTING 36" CMP. 1. INSTALL IMPERVIOUS DIKE 'BAND 'C' AS SHOWN ON PLANS TO MAINTAIN FLOW 2. INSTALL ENTRANCE AND RECEIVING BORE PITS AS NECESSARY. THROUGH THE EXISTING 54" CMP HW & 24" CMP OUTLET 3. INSTALL TRENCHLESS INSTALLATION 72" WELDED STEEL PIPE UNDER -L-. 2. INSTALL ENTRANCE AND RECEIVING BORE PITS AS NECESSARY. 4. INSTALL JUNCTION BOX W/MANHOLE, STRUCTURE NO. 0915. 3. INSTALL TRENCHLESS INSTALLATION 66" WELDED STEEL PIPE UNDER -Y5- 5. INSTALL OUTLET CHANNEL IMPROVEMENTS (DETAIL R), UTILIZING PUMP AROUND 4. UTILIZE PUMP AROUND OPERATIONS TO CONSTRUCT LAST FEW FT OF 66" OPERATIONS AS NECESSARY TO REMOVE EX. 24" CMP AND BUILD STD. DITCH. WSP INTO PREVIOUSLY CONSTRUCTED JB W/MH #0915 6. UTLIZE PUMP AROUND OPERATIONS AS NECESSARY TO INSTALL HEADWALL & 54" 5. REMOVE IMPERVIOUS DIKES AND DIVERT WATER THROUGH NEWLY CONSTRUCTED PIPES. RCP -III ENTRANCE 6. PLUG & FILL /REMOVE NECESSARY EXISTING PIPES PER PLANS. 7. REMOVE IMPERVIOUS DIKE 'A' AND DIVERT WATER INTO NEWLY CONSTRUCTED 72" PIPE. Lei .Pop �•! it ��� ��, �:�': `� 1 1 ` ■ R � ■ � II �I • � I BOBCAT Lk (FVT) i„ now - ■ear. ����5�� � '� • `' �.j. VIEW mill ' IN= �l ' ''�.r►riiiiii ii� �� '/r ;c—■a te 1 ,—`—yam— ! • ! ' � ��'�i • �.. �Ih ��/,fir •- � . t f�• v. /� 14 G•� go, I Arm IN/1 11 "- �.� �.. 24" CM & N T STRE N\ BOBCAT L fPVTI T T T T SPHALT offli, w ON - IF, ^jmi 011 �� , � .I 3 *BU 7 sr� s •VE SLID. - . ♦ aDJ CAM A IMPERVIOUS DIKE C i IMPERVIOUS DIKE B HANK L CHANGE �WQ B''RIIF.RAP �.s Ea�,L36 X'PROTECTION N/CL B RIPRAP SEE DETAIL H -TRANSITION CL B RIPRAP TO TIE TO FLUME LEAVING POND R;f%fc P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 INC License No. F-0112 Enginelp Construction Managers I Planners I Scientists www.rkk.com Responsive People i Creative Solutions r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C 0- 0- \ PROJECT REFERENCE NO. SHEET NO. R -586/ 1 Ec-13AICONST.13A W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOM[P LlC' lE PLANS DO NOT USE FOR % W ACQUISITION 1. CONSTRUCT DETOUR-L_DET3- AND DETOUR DRAINAGE ACCORDING TO ROADWAY PLANS. 2. SHIFT ALL TRAFFIC TO DETOUR LANE. 3. INSTALL STILLING BASIN WITH MINIMUM CAPACITY OF 115 CY AT OUTLET OF PROPOSED CULVERT. 4. INSTALL IMPERVIOUS DIKES AS SHOWN ON PLAN. INSTALL APPROX. 68 LF OF TEMPORARY CHANNEL CHANGE W/LINER AS SHOWN IN DETAIL BELOW. 5. DIVERT STREAM THROUGH TEMPORARY CHANNEL. 6. INSTALL APPROX. 95 LF OF PROPOSED 8'x9' RCBC WITH HEADWALL, WINGWALLS AND OUTLET CHANNEL IMPROVEMENTS. 7. CONSTRUCT ROADWAY AND EMBANKMENTS ACCORDING TO ROADWAY PLANS LEAVING AS MUCH OF THE STILLING BASIN AS POSSIBLE UNTIL CONSTRUCTION IS FINISHED. 8. SWITCH TRAFFIC TO NEWLY CONSTRUCTED PAVEMENT. 9. REMOVE DETOUR ROADWAY AND TEMPORARY DRAINAGE STRUCTURES. 10. REMOVE REMAINING PORTION OF STILLING BASIN AT OUTLET END. TEMPORARAY CHANNEL CHANGE W/LINER ( Not to Scale) Natural Natural Ground ? j D Ground d B Min. D= 2.0Ft. B= 5.0Ft. d = 2.0Ft. Type of Liner = Geotextile for Soil Stabilization, Type 4 0- 0- \ • liTTERTTIC711S DI I► LOCAThill;" & TONS i RIPRAP SO GEOT ` �.- I� �- � � - � — 'tea•- �.°.���. R;; ,r� � h11 Ell ��I�ci1 ��i ilk / p _ ►I�+t ia�fe"-d' V/ry////�IIIIIIIIIIIIII/IIIU///I� 1��� 1�: ��r ..� 11� ,�� i► �11; �� NN�'�/ y rrirr�n►� r r nliiiiiG�iii"rfiiiir�///9//1 �..-.,r ♦IM ►,LINE CU • DIKES • • Ira! <<WWII �•-�'�� � A i//�: rpm ' I� ` �► ,, IMPE • I I • • C PROJECT REFERENCE NO. SHEET NO. R-586/ 1 EC-13B/CONST•13B R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOM[P LlC' lE PLANS DO NOT USE FOR % W ACQUISITION ■ 1. MAINTAIN TEMPORARY CHANNEL CHANGE AND IMPERVIOUS DIKES FROM SEQUENCE 1. INSTALL STILLING BASIN AT INLET END WITH A MINIMUM CAPACITY OF 67 CY. 2. INSTALL 24" TEMPORARY PIPE AND USE TRANSITION FITTING TO CONNECT TO EXISTING 36" PIPE UNDER -Y9-. 3. INSTALL IMPERVIOUS DIKE IN LOCATION 'B.' 4. DRAIN POND ACCORDING TO SPECIAL PROVISIONS AND CONSTRUCT TEMPORARY CHANNEL CHANGE W/LINER AS SHOWN IN DETAIL BELOW. 5. INSTALL IMPERVIOUS DIKES IN LOCATION 'C.' 6. DIVERT STREAM THROUGH TEMPORARY PIPE AND CHANNEL CHANGE. 7. CONSTRUCT 57 LF (2)-48" PIPES, STANDARD BASE DITCH AS PER DETAIL T, PROPOSED 8'x9' RCBC WITH HEADWALL, WI N GWALLS, INLET CHANNEL IMPROVEMENTS, 100 LF STANDARD BASE DITCH W/RI P RAP AS PER DETAIL T AND 90 LF CHANNEL CHANGE W/RIP RAP AS PER DETAIL D. 8. UTILIZE PUMP AROUND OPERATIONS TO COMPLETE CONSTRUCTION OF STANDARD BASE DITCH, DETAIL T. 9. UTILIZE PUMP AROUND OPERATIONS TO COMPLETE CONSTRUCTION OF CHANNEL CHANGE, DETAIL D. AND TIE TO EXISTING STREAM. 10. REMOVE IMPERVIOUS DIKES AT LOCATIONS 'A', "BAND 'C'. REMOVE STILLING BASIN AND TEMPORARY CHANNEL CHANGES. 11. DIVERT STREAM THROUGH NEWLY CONSTRUCTED BASE DITCHES AND CULVERT. 12. CONSTRUCT PROPOSED ROADWAY AND EMBANKMENTS ACCORDING TO ROADWAYS PLANS. TEMPORARY CHANNEL CHANGE W/LINER ( Not to Scale) Natural Natural Ground ?•� T Ground d JB Min. D= 2.0Ft. B= 5.OFt. d = 2.0Ft. Type of Liner = Geotextile for Soil Stabilization, Type 4 r� N O- N \- N- t9C (in C �1 Q Q C-) W co / 0 i 0 W F 0 CARLV HOM MT GIB—NSS TO Pl` ROTECTION W/CL B RIPRAP SEE DETAIL H ����IV«�1 LB 20' d- 1405 HW CON 001- 1— `'�4'Z-n„JL - l0A POT Sto. 14 +06.2 -L POC Sta. 146+04.25 PROP. SHOULDE RFRM CIITTFR S %(j 1414 1412 57 TONS CL I RIPRAP 10"r0 / 15" WA04 SY GEOTEXTILE RCP —III ON BANKS ONLY Q F 24" CSP V j 1411 p 2 ELBOWS F C F IN 1417 / _1 72" RCP —III B w/MH LA (BURIED 1.0') �i i � DIT 4 RCPtj / 140 D m � O TOE PROTECTIO 1413 ,----____ W/CL B RIPRAP -__ __ — !_ _____---•3CE'D'ETA1L H ------------------- T C r 145 +00 -91 r m �=15` RCP-111 2G ♦ �ni J V • • '• • • PROJECT REFERENCE NO. SHEET NO. R -586/ 1 EC-14A/CONST •14A W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOM[P LE ]E PLANS DO NOT USE FOR % W ACQUISITION 1. BEFORE —L—DET4— CONSTRUCTION, INSTALL PROPOSED TB JB W/MH #1413 2. CONSTRUCT 36 LF 72" RCP DOWNSTREAM OF JB & 50 LF 72" RCP UPSTREAM OF JB 3. CONSTRUCT DETOUR —L DET4— AND DETOUR DRAINAGE ACCORDING TO ROADWAY PLANS. 4. SHIFT ALL TRAFFIC TO DETOUR LANE. 5. INSTALL IMPERVIOUS DIKES 'A' AS SHOWN ON PLANS TO MAINTAIN FLOW THROUGH EXISTING 36" CMP 6. INSTALL PROPOSED DRAINAGE STRUCTURES #1415 & #1407 AS SHOWN ON PLANS. 7. INSTALL 72" RCP —III UNDER —L— BETWEEN DRAINAGE STRUCTURES ABOVE. 1. SHIFT ALL TRAFFIC BACK TO NEWLY CONSTRUCTED PAVEMENT. 2. INSTALL REMAINDER OF 72" RCP —III TO THE OUTLET, REMOVING DETOUR DRAINAGE AS NECESSARY. 3. INSTALL IMPERVIOUS DIKE 'B' AS SHOWN ON PLANS. 4. INSTALL CHANNEL CHANGE W/RIFFLES (DETAIL AG) BETWEEN IMPERVIOUS DIKES 5. UTILIZE PUMP AROUND OPERATIONS TO CONSTRUCT PROPOSED HW AND ENTRANCE 72" RCP AROUND CHANNEL CHANGE IMPROVEMENTS. 6. REMOVE IMPERVIOUS DIKES 'A' AND 'B' TO DIVERT STREAM INTO NEWLY CONSTRUCTED CHANNEL AND PIPE. R;fpmf C P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Enginelp Construction Managers I Planners I Scientists www.rkk.com Responsive People i Creative Solutions r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C 0- 0- \ r` 03 0 a C LL c_ 6 J 03-J.. M O M co BEGIN PROJECT A�� W -L- PI Sto 12 f56.73 A = 24° 05' 46.1" (LT ) D = 6° 09' 39.0" L = 39/.12' T = 198.49' R = 930.00' SE = 0.06 RO = /50' DS = 50 MPH -DRI- P/ Sto /0 f80.09 A = 6° 06' 49.5" (LT D = 7° 0/' 48.6" L = 86.96' T = 43.52' R = 815.00' SE = 0.02 DS = /5 MPH -DR2 - P/ Sto 9*91.87 A = /3° 05' 15.7" (LT ) D = 21° 37' 15.8" L = 60.53' T = 30.40' R = 265.00' SE = 0.02 DS = /5 MPH PI Sto /0*50.55 A = 28° 53' 59.0" (RT D = 52° 05' 13.5" L = 55.48' T = 28.55' R = //0.00' SE = 0.02 DS = /5 MPH CLEAN WATER DIVERSION -- CWD -- CWD-- CWD- CWD (Not to Scale) BEGIN CONSTRUCTION -DR2 - PC Sto. 9 f6/.47 -L- PT Sto. 14+41 ID 4-U5 I AD 8 2011 N PROJECT REFERENCE NO R-5861 SHEET NO. EC-22/CONST.4 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER INCOMPLETE LIE'I°]E PLANS DO NOT USE FOR / W ACQUISITION SS SEPTIC DRAIN TANK LINES SIGAT. 4' BASE DITCH W/CL B RIPRAP AO SEE DETAIL L F TRACEY MORROW KEPHART AND I ARRY FIIrFNF N W W V) W W V) Q H to I J I W Z J U H Q R R;fj%f C P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 G FOR DITCH DETAILS SEE SHT. 2D-1 & FOR -L- PROFILE SEE SHT. 22 FOR -DRI- PROFILE SEE SHT. 34 FOR -DR2- PROFILE SEE SHT. 34 Engineers I Construction Managers I Planners I Scientists www.rkk.com Responsive People I Creative Solutions r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C r� N O- N \- N- t9C PI Sto ll2 +20.7/ ( PI Sto 13 +60.37 PI Sto 16 +47.26 P/ Sto 11 +30.3/ M A R S H A H . M c K A Y s p 0 38 52.86 LT) p 8/ 00 06.6 (LT) p 66 29 36.7 (RT)p 3 00 57.2 (RT) DB 1394 PG 667 693, D = 0° /5' 37.57" D = 590 30' 51.6" D = 670 24' 24.5" D = 7° 09- 59.9" L = 248.82' L = 204.99' L = 98.65' L = 42.08' T = 124.41" T = 123.85' T = 55.72' T = 21.06' ^^fix I i R = 22,000.00' R = 145.00' R = 85.00' R = 800.00' SE = NC SE = 0.06 SE = 0.05 SE = 0.02 0 RO - 70 RO = /00 RO - 75 DS - /5 MPH • ., / z DS = 60 MPH DS = 25 MPH DS = 20 MPH 4 W ` gL ba` •ate NAD 8k2_1111 -Y7 - -DR28 - l BEGIN CONST T l / woo s PI Sto 10+57.52 PI Sto 12+54.78 PI Sto 13+55.18 PI Sto 10+76.09 DITCH WORK cp p 62 23 11.4 (RT) p 90 57 44.5 (LT) p - 6 35 4/.2 (RT) p - 88 03' 13.4" (LT) -Y6- 11+O0.00, GARAGE D = 63° 30' 49.4" D = 72° 03' 49.5" D = 8° 08' 02.0" D = 190° 59' 09.4" - �- ; : ✓ PAVE DITCH ASPH L = 98.23' L = /26.22' L = 8/•08L = 46.101} _jC°Nc WILLIAM L. RHODES T = 57.52' T = 86.44' T = 40.62' T = 29.00' TIMBER WALL FOR ^ DB 1417 PG 349 _ R =- 95.00' R =- 85.00' R =- 705.00' R =- 30.00' ISMTLBUS SE - 0.02 SE - 0.02 SE - 0.02 SE - 0.02 `� .50 \9� RO = 30' RO = 30' DS = /5 MPH DS = /5 MPH �' �` 37�� 0•�2 S • � DS = 20 MPH DS = 20 MPH -DR15 - -DR29- 0 zz s9 .a 2 91'6Z zb S II.16'37" E 6 PI Sto /0+28.00 PI Sto 11+28.22 PI Sto /0+60.63 PI Sto 11+6/.05 lo. , 49 p - 8/ 06 48.1 SPECI (LT) p = 49° 09' 14.4" (LT) p = 57° ll' 36.3" (LT) p = 84° ll' 20.2" l RT 1 - -" ''� '' � � ,�L CUT DITCH THOMAS STADTHAGEN AND WIFE, D= 229° 10' 59.2" D= 45° 14' 23.0" D= 114° 35- 29.6" D= 114° 35' 29.6" "' W/C L\B RI P RAP o K E N N E T H B. LANCE M I C H E L E S T A G T H A G E N L = 21.45' L = 126.42" L = 73.47' L = 70.78" B RIPRAP 02 , SEE DF�AIL O 3 2 TONS CL DB 1221 PG 587 DB 1698 PG 709 T = 11.45" T = 70.87' T = 45.17' T = 42.79' W/7 SY GEOTEXTILE � -Y6- PC Sto. 12+36.52 -DR29- PC Sto. l0+15.46 R = 25.00 R = l30.00• R = 50.00 SE = 50.02 03 , � � � o SHED 50 SE = 0.02 SE = 0.02 SE = 0.02 -Y6- POC Sto• l3 +05.68= DO NOT 3 P - DS = l5 MPH , �n n PROJECT REFERENCE NO. SHEET NO. R -5861 EC-29/CONST.II R,W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®M P L]E % ]E PLANS DO NOT USE FOIE W ACQUISITION DS = l5 MPH DS - l5 M H DS - l5 MPH -DRl3 - POT Sto. /0 +00.00 P O DI ST I� - A (D �? ,?� co ' _ + 38 x 14 x 2 DR14 WOODS o PT Sta. 16 90.18 S 40° 44' 37.0" E 1 ( -- N 5 ° /9' 33.5" W PI Sto 11+35.19 PI Sto 12+10.53 PI Sto 12+64.86 I'112SFD P R29- PT Sto. 10+88.95 ID 11-06 p = 33° 33" 54.5" (RT) p - 27° 4/' 53.8" (LT) p = 22° 41" 36.9" (LT) 06 . o' CONC Y6 - PO t • 6+07.5/= - D - 28° 38' 52.4" D = 76° 23' 39.7" D - 3/° 26' 4/.0" � m coNc _ , � J - R29 - POT � to. l0 +00.00 _ + _ -DRl4 - POT Sto. l0 +00.00= Y6 - P +4/•52 -Y7 - PC Sto.10 +00.00= BM#6 -L- POT ST A. ll3 +62.OI L = 117.16' L = 36.26' L = 72.1T +94./7 � ' - E °"c � lOODS -L- 110+12.80 T = 60.32' T = 18.49' , T = 36.56; 2�" q3' ac w \d� -L - POT Sto.109 +02.38 5110 + 2. R = 200.00 LT R = 75.00 R = 182.2/ ���6 A�=DRl3 - PC 0 6. 6 s,��\ss -Y6 - PC Sto. l5 +9/.54 ELEV. = 1756.60 SE = 0.02 SE = 0.02 SE = 0.02 V DITCH 62 x 18 x 3 _ _ ERM :BASE DITCH wic g RIIPRAP N 30° 5/' 46.8" E -L- PT Sto. 113+45.12 DS = /5 MPH DS = /5 MPH DS = /5 MPH ° sk-, "\ W/CL B AILRIPM SEE DETAIL I _ - PROP. SHOULDER ID 11-02 S 89 53 5/•3 SEE DETAIL M DR29 PC Sto. 11+18.26 BERM GUTTER c°Nc .� \ C E -L- Sto• 1/0+96.50 WALL CELLL I � DRAIN LINE • 1 \\ ` -DR29- PT Sto• 11+89.05 TO II4+02.00 LT CONC �, • n WALL .. gz�s. �•. ��L �V OVA. � OFF • t� �' I/� ,. ID 1 Lu • •• •• �• 1 •.'/w,� �•�,1j►,�./'�%/t ��i raves./ nd�� 1 TOE PROT SEE D /i ♦Lu E fir, ,. � � - - �.' • � � / � � olr �. hir . , , , w ., ,.`��� .►�� I :■ �7L� a �- ,� ��� % .�' �'•.• �p,- i� F • .I� 1�♦ ry ;y ♦ l � ��' „' �•� , V If •• .�•�. . r +.��� . . ., . 1� .. r•.�l���+ ,• ,.r.�ruyC1i II�o.. �\ !, � I ! f� ® •� 'F�� ►. �C■�► I� �i. �i/� .�J�!_� � ��� �•,r•�-/i �. %�♦�� �� , . SP. LAT. " BASE DITCH W/CL B RIPRAP EE DETAIL L W uj I V) • Li- s , •_ _ - • • • it �� �1� l= •� , ��`�1i1�dY i��I .ral "EmilMR, EXIST111 , ` f � •� v. .ate _ •�� _��i/_\ / • `� � � �r �. �m WRA f A O'A�� ' • • _ _ -- I' - - -- • �+ r -1•i _ --ftwo �'w . �--� ,�,• Mom '• • I ,iI�`i�.� :• r , r^ rI� a�- ��' . .• r T.. _ �_-._.., E'er=..1 r t �`LT• •• - I/ii M� 1 �►�►��At / . •�� t •, - Alv� u.0 ° ���• ,�T■` I���.'►'TI?,i, ►r i'`�. *T� �T' �. L-r I v__�,� `� ��i ,•j �•,; O I `7.4� O 1 • , I P�77T' J l• .r�+� • - m T .�--/, ��,�/�,,'�� , '°j•,' �� . , O +� " Ci • i ':� - s _t T��� -ate ,_ il■■.- -- ♦ �� I� "iZZL� :• I ,.� • • :�s� r 7• ����� r �7---• %� ,` �T'® ti , • ' • . . • ♦'.�•�► \j �� i��G{'(I�' • -r s _ 1J�P�A � c>ir•• �' . ,�� .�� 'r•a err. r , v ♦ 1 • � �C•!11'JI ..�•Z•.��,r-'1�.� �1.�'/"i, �M., I - • ei ; . i, r% .. ,� .... C ♦ �� • �'� .. � .nil �+�'. � I�♦ .. � .... ►r� � � O - ��,,,�J ,r.l, PUE �w7I11oil a �� ��, � ����� 7� � - • , i � F lilt -:�:....7. �� . . ►,� � .,�'��► -■. . ♦ �' � lam' I ROCK FILL m IN �'•,I�I == I � � / iTl ���'�� �:`, � I 1 I• � ray. � �/ •• •TRANSITION C, ��:.� - �e� s 1 • _ SEE DETAIL AF 2401 UNIFORM ..I ' . I I i�• . BERM GUTTEC� / �� • •�� ►� WE K�ffl �►�. son 0 1 •. • r� N O- N \- N- t9C C l l V (n hti Q 1 co co Ln 0 PO 0 o hC' W � C 0 0 i W cn (Z / O O W / N � O i N� \= L N/ -L- -Y8 - -Y9 - Pl Sto 127 +50.02 PI Sto l35 +82.23 P1 Sto 10 +55.66 P1 Sto 11 +22.32 PI Sto 14 +31.88 A = 23° 20' 58.3" (LT) A = 16° 58' 3/.5" (LT) Z� = 24° 56' 46.9" (RT) p = 73' 19' 25.7" (RT) p = 22° 17- 24.8" (LT) D = 2° 4/' 46.6" D = 2° 00' 37.4" D = 35° 48' 35.5" D = 45° 50' 11.8" D = 20° 06' 13.6" L = 865.99' L = 844.39' L = 69.66' L = 159.97' L = 110.88' T = 439.09' T = 425.3/' T = 35.39' T = 93.04' T = 56.15' R = 2,125.00' R = 2,850.00' R = 160.00" R = 125.00' R = 285.00' SE = 0.06 SE = 0.05 SE = 0.03 SE = 0.05 DS = 60 MPH DS = 60 MPH RO = 45' RO = 75' DS = l5 MPH DS = l5 MPH N 35 �3'01" W 82.18' 25 9,t, FRANKIE DOCKERY DB 983 PG 24 -Y8- POT Sto. l0 +00.00 � WII N 290 55' 53.2" E Ln DE PIN -YB- PC Sto.10+20.27 N N BEGIN CONSTRUCTION V) ---N24°56'04^ W 231,31, �RD SMITH )08 PG 59 a z m Ln OD 0 w O N _� O m PROJECT REFERENCE NO. SHEET NO. R -5861 EC-311CONST.13 �1 R,W SHEET NO. "1Q ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMP L]E % ]E PLANS DO NOT USE FOIE W ACQUISITION ° REMOVE JBlist- I -- _ o P ; R=25' J _ - T O i �\ GR SIG °O 40TCB SP. CUT d` -25 W� a 130 L RAL 4' BASE DITCH'. L Q - - - I CMP JB SE; DITCH GR SEE DETAIL Z \ I S ELDETAIL GP DO NOT � z NN 73 � C ' REMOVE 10' 1 DISTURB ------------- EX. SECURITY >O DRAIN LINE U------------ 30" CMP ;' -- ------ rGGo GATE RENEGADE STANK -- SELF STORAGE, LLC E �° CII DB 1671 PG 398 -L - . POC l29 53 " ' �- l w uNEs ISFD 1 Q� -Y - o. 12+ 6 = , I c / DRA -Y SBKD PO Sto. 10+00. CONIC i SEPTIC - w�W /V ° l5' 40.8" E 3 ---J /' o P T /X S ---- Is .P h ---- WOODS � # �v BARBAR A. SON `�- ! ��� i DB 21 PG 17 c -- r� 70 HTR _ I CONC x X LX ISMTL pUE p I --- ��' p, CHANNEL PV Q CHANGE W/CL I RIPRAP EE DETAIL D END CON RUCTION 9 - `P to. l3 +50.00 69 2- / GENE P. ARMER DB 1548 PG 165 Da' s S 34°03'00" E i9V� s� 100.00' -Y9 - PT Sto. 14 +86.60 L\°�2'CC I CA ago a � l3 Iff MOW 57 OWN • �tizr�i. • r r ����% 1 �� • Cal ���.�.. '��-� _ ��i•ii:31�i�;��. i��/��li► T41i�i ; ju��1�/;� ,�� ,,'• ���.1� � , ��IrI.,�� I ►._lea• !�" �' �� � •cam �i� '� • -:•�Ir i • � �T' too .�� ,� ;".,� ��� ■ FRONTIER COMMUNICATIONS `a2°`O. NO SEpjtC SYSTEM OF THE CAROLINAS, LLC. /v -Y8- PT Sto.10+50.00 PER OWNER N 27°I8 13 W DB 492 PG 28 //•' 2g623g4 k -L- PC Sto. l3/+56.92 • LP 221,17 S 26°53'36" - 25 TAPER NI G 3-III�"r��� 42.39' � -L (BURIE 6') 72" CHL ° 48 X 18 X 3 68 - --PR €LT1 N N 21°48.04�T-X� rli HP - --- --- X\k �29.09°W 6/.42 W 3-02 67 J O 0 V 'HW ! BOLLARD S ISMTL BOLLA z �� �� o 3 112 : - RICHARD M. STOVER • 1 ISMTL BUS R REM ' N 54 CMP 401 BMu ' BUS D B 1531 PG 345 + 00 `�� - 65 'BOLLARD �a PROP. ULDER BOLLARD D y • BOLLARD `" '`` BERM FT E R 66 /� `° ' 0 -L -Ap, 'l30 48.00 DO NOT lST URB C O ---- --- BOLLARD �� TITAN SELFSIGN OR ELL - -- - ' l00' NISM�usL STORAGE LLC N o� TO l;"2/.00 LT �,�RD DIEHL O WlD H DB 1552 PG 154 ;'z;'t �� /" DB 1036 PG 105 SIGN Tfi'A S. COULD NOT / '"' ; LEPLUG & FILL j ACCESS FOR SEPTIC ISMTL / ! W/FLOWABLE (� GATE LOCKED BUS FILL RETAIN DI F Gk � m BOLLARD k:____ BOLLARD � BOLLARD JB w/MH � •LP ,� -=__ �r IN _______- - � 1303 SI I � � �� ------------- 7„ WD----- _cHL------ RETAINING WALL _ ------ ---- --" - X S BOLLARD _ _1�--------Xi TiNr RiW\ FS ■ _�� r - EIP SECURI -1-- --- __==ET IN RSVILLE N _ 15" CO- /129 BLS AY V • II S� R p--- - 1306 - = L 2/' 1 F=_--__= o o�°o- - ��� U519 ROAl7W BO a -NSF 2GIA-NSF 0,0 ii o _ _ - 6" PAVED C 000 - --- fiO5> irk_,-r %0A 0-- �67' CP 0 135 00� - - 1310 , . i US/9//29 LAIRSVILLE HWY � i �� " ------------- -- 26' PAVED ROADWAY �o _ _ _ - o - _SIG�i - _ o P '.3 °o / a so o° �I . jl • `J POSSIBLE FOUNDATION -Y9- PT Sto.11 +89.25 a 50 x18 x3 ID 13-01 S 34°03'00" E 484.12' ISFD 39°50'29" E ISBKD S P t, S 31°34'40" E N 69 6645 E 8`b^ 128*45' � a S26*18/ °E WILLIAM CONNL.., HEIRS ° '83 DB 806 PG 108 o� �o �C' NO CLAIM RENEGADE SELF-STORAGE,LLC DB 1671 PG 398 2 9 S �6 pie F RAC �C NOTE: ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 FOR -L- PROFILE SEE SHT. 26 NC License No. F-0112 FOR -Y8- PROFILE SEE SHT. 31 Engineers I Construction Managers I Planners I Scientists FOR -Y9- PROFILE SEE SHT. 32 www.rkk.com FOR DITCH DETAILS SEE SHT. 2 D-1 & 2 D-2 Responsive People I Creative Solutions -L - -YIOA - PI Sto 135+82.23 PI Sto 15/+02.43 PI Sto 10+44.85 A = 16° 58' 3/5' (LT) A = 24° 25- 52.3" (RT) z�s = 2° 20' 08.2" (LT) D = 2° 00- 37.4" D = 2° 00' 12.1" D = 2° 36' 15.7" L = 844.39' L = 1,219.52' L = 89.68' T = 425.51" T = 619.17' T = 44.85' R = 2,850.00' R = 2,860.00' R = 2,200.00' SE = 0.05 SE = 0.05 DS = 60 MPH RO = 170' DS = 60 MPH -L- PT Sto. 140 +01.31 YY I L L I H IVI KOLB DB 1136 PG 464 Cr H W W L40 W W to O O CM L1� =I LU Z J U C CV Q (__l W i Co 03 Ln / O i C O _l C O g �Q`S E -DR16 - PI Sto /3 +38.78 PI Sto /0 +67.65 PI Sto 11 +43.77 A = 52° 18' 34.8" (LT) A = 76° 43' 07.2" (RT) z�s = 37° 40' 05.5" (LT ) D = 45° 50' 11.8" D = 190° 59' 09.4" D = 32° 44' 25.6" L = 114.12' L = 40.17' L = //5.05' T = 61.39' T = 25.74' T = 59.69' R = 125.00' R = 30.00' R = 175.00' SE = 0.03 SE = 0.02 SE = 0.02 RO = 45' DS = /5 MPH DS = /5 MPH DS = 20 MPH -DR18B - PI Sto /0 +37.34 PI Sto // +64.26 z�s = 49° 03' 09.3" (RT) Z� = 6° 39' 37.5" (LT ) D = 190° 59' 09.4" D = 6° 54' 11.2" L = 25.68' L = 96.48' T = 13.69' T = 48.30' R = 50.00' R = 830.00' SE = 0.02 SE = 0.02 DS = /5 MPH DS = /5 MPH KELLY R. HOPKINS y� -DR17 - PI Sto 11 +14.34 A = 76° 46' 59.6" (RT ) D = 190° 59' 09.4" L = 40.20' T = 23.77' R = 30.00' SE = 0.02 DS = /5 MPH '8 - PT Sto. 10 +74.21 > 42°36�58° E 195.17' S 34 254.92, E RF.aIN rnNS PC B SLIDE 116B PI Sto /0 +68.89 A = 6° 05' 49.0" (RT ) D = 57° 17' 44.8" L = 10.64' T = 5.33' R = 100.00' SE = 0.02 DS = /5 MPH -DR19- PI Sto 10+4/.77 PI Sto 11 f53.07 A = 26° 47' 02.3" (RT) z�s = 8° 46' 24.5" (LT ) D = 57° 17' 44.8" D = 19° 05' 54.9" L = 46.75' L = 45.94' T = 23.8/' T = 23.0/' R = 100.00' R = 300.00' SE = 0.02 SE = 0.02 DS = /5 MPH DS = /5 MPH Rg-rI AI rnA1 CT 9?11rT 1nA1 -V In n - AnT C+,7 In inn nn N 6" 20' 50.5" PROJECT REFERENCE NO. SHEET NO. R -586/ 1 EC-32/CONST.14 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MP L]E ]E PLANS DO NOT USE FOR % W ACQUISITION s D, 37'03"31° w 35.28� BRENDA KINCAID / DB 574 PG 83 DB 574 PG 83 96383i+�' 84 /' 2i p3 77 ALFREu F. KINCAID . ESTATE KELL , HOPKINS DB 574 PG. AND SHEILA H. HOEPPNER DB 1598 PG 803 Sto. 11 +58.19 = \+ Sto. 11 +32.55 58 x 18 x 3 D 14-01 T Stn_F- -DR19- POT Sto.10+00.00= P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Engineers I Construction Managers I Planners I Scientists www.rkk.com M Responsive People I Creative Solutions •PROJECT REFERENCE NO. • • ROADWAY 7SIGN HYDRAULICS ENGINEER ENGINEER .. • INCOMPLE,rE PLANS DO NOT USE FOR N-I ACQUISITION rn D: 817 PG 70• WOODS •• WOODS • S 29-47'42 a• .. .� •• • , . . • r BARN BARN • 1 1 • , • • • 1 1 , 1 J,'�,� • - �� •' .. • • r XP i -BARBARA ¢. co Lo LA / • I IAi I MAI I%... ���p•-,d_•ji �•♦ • ' _ A. � - , ■ ■ � , � • I � , ■ • ► �; f is ' � / • • � / . , . � I Am41 04 WA WIWI � � � ■.• � � I% •fig WIN 1i 17 'A ,R /► . 1�' -,-• �� r� ��,, r �: i► • • � !•�, psi s �' �iiT � �rri� oif��� . . ♦ ♦ ♦ ♦ �� ► •T� i 1 ice/ �'i4�1. AI�I�f•` ..-_ �r�,�'' mac: r� I► �.;� �..► �.-,��/�i���� _ • •� �. �. _ �_�•.II�� �. /.�.%/_ e . �r.� .- - • �w,.�.. i r r �.._VA _ ►.. ,, � �_ -- _ � �®� •. ` -�i ME mom AM On _ 1 x. _ _ � .. �r° �r ;�i�:ti,7�y Vie?_ � z ;�."- .----_- _ _-_ � • _ Ilrl■ � �r:� �� - �` • / • � i f 'L 'S f� -� .,�1'7 --- "--•,',- -�v '�ir`T' -- c----r -��� r�-Tv�-!.•_ _ --=�v'V�.a•�����-ems ��_ •.�. _ j• Ty�� ``�4 , r� .�7`I�w�� - -` -==�r--elf,.--__---_ •�. .�� •�. - -- s - _ - _ - _7E�i=.•_n _ • •-- �.r^^.�' Y•�� �` �i� '�•, I� _• I I`.i��_ �b,/_ .�i)I�,i,. �� air. - - Y/t� -_ - ---- - -- •� Y - - �_7����� • - 14 r �► - �►,�AdT4 +!�Ir. A!•%�.Ir %� r.�/�.���r�Iri .�,�r�. rf ,�r • ,/rMINNIE���� / ,� , %'A 'At.��„+-.��;XjA�IT•l ..� _ ,� � � �� •iT�� IM'AL_ ilk_ •••� _lli� �.,j-�}� :�� �II� ",i�,�l�l ���•. > �� / �©� ��_ • 1 • 1 ��♦ �• ��' ram,., •� ► .� "`-� 7 '- ' r / iA - MEE �_-- • \Y ■ i I ■ . .; 1 IYI�� ��A ZVI aVA • CrAr • ;;;�, �` • • Orifice Diameter 90 10 ft. weir 01 MICHAEL L. HAMBY PHOEBE M. HEDDENID 15-4 DB 1717 PG 772 02 • ' DB 482 PG 63 -L- N _ -Yll- PC Sta. 13+36• ' `91C, PI Sto 15/+02.43 PI Sto 167+07.22 0 M o p = 24 25 52.3 (RT) p = 19 33 25.8 (LT) N 05 D = 2 00 /2.1D = 2 271 32.6 L = 1,219.52' L = 795.32 0 Aso . � % - , IA - PC Sto. l +0 PHOEBE M• HEDDEN -YIIA- POT Sto. 9+99.68 = T = 6/9.17 T = 40/.56 � � �o � L DB 1717 PG 772 -Y11- POC Sto. l3 +8/.55 6 + R = 2,860.00' R = 2,330.00' � N 59° ' l7.1" W 95 SE = 0.05 SE = 0.05 END CONSTRUCTION c��P � • � � g � q F R A �AA D RO = l70' RO = 235' / SP. CUT DITCH �i�� w DS = 60 MPH DS = 60 MPH -Y1/ - PT Sto. 14 +43.6/ o� W/CL B RIPRAP HUSBAND, CO2Y FRANKLIN -Yll- PT Sto. 15+24.23 SEE DETAIL O DB 1332 PG 133 -YIOB- -Yll- -YIIA- -DR2/- /� �,� -YIIA- PC Sto.10+33.25 PI Sto 18 +53.23 PI Sto 19 +07.72 PI Sto 13 +95.68 PI Sto 14 +83.88 PI Sto l0 +22.65 PI Sto 12 +69.51 P1 Sto l0 +77.69 o p = l37° l3' 19.0" (LT) � 55° 04' 47.0" (RT) p = 6/° 29- S5.2" (RT) p = 2° 54' 30.2" (RT ) p = 52038' 56.6" (LT) p = 6° 29' 2/.2" (LT) p = 22° 0/-' 09.0" (RT ) D = 38° ll' 49.9" D = 38° ll' 49.9" D = 57° l7' 44.8" D = 3° 36' l2.6" D = 229° l0' S9.2" D = 20 0/' 54.4" D = 28057' 18.1" L = 559.25' L = 144.20' L = 107.54' L = 80.7/' L = 22.97' L = 319.39' L = 76.05' T = 382.97' T = 78.22' T = 59.49' T = 40.36' T = 12.37' T = 159.87' T = 38.9/' N � R = 150.00' R = 150.00' R = l00.00' R = 1,590.00' R = 25.00 R = 2,820.00 R = 200.00 o-0 SE = 0.06 SE = 0.06 SE = 0.06 SE = 0.06 SE = 0.06 SE = 0.02 SE = 0.02 N= L RO = 90' RO = 120' RO = 90' RO = 90' RO = 60' DS = 30 MPH DS = l5 MPH DS = 20 MPH DS = 40 MPH DS = 20 MPH DS = 20 MPH DS <15 MPH RE / / �0 -'II A - PC Sto. l0 +10.28 "I FOR -L- PROFILE SEE SHT. 27 P: (919) 878-9560 FOR -Y10B- PROFILE SEE SHT. 32 8601 Six Forks Road, Forum 1,Suite 700 FOR -Y11- PROFILE SEE SHT. 32 Raleigh, North Carolina 27615-3960 FOR -YIIA- PROFILE SEE SHT. 33 NC License No. F-0112 NOTE: ALL DRIVES ARE 16' WIDE WITH 10' FOR -DR20- PROFILE SEE SHT. 36 Engineers I Construction Managers I Planners Scientists Q � RADII UNLESS OTHERWISE NOTED. o FOR -DR21- PROFILE SEE SHT. 37 www.rkk.com 3 FOR DITCH DETAILS SEE SHT. 2D-1&2D-21 Responsive People I Creative Solutions r� N O- N \- N- t9C —L -DR22- PROJECT REFERENCE NO. SHEET NO. S� S Pl Sto 183+05.70 Pl Sto l9/+58.44 Pl Sto 13+08.13 Pl Sto 13+48.59 R-586/ EC-55/CONST.17 = co ADDITIONAL RIPRAP 46.24' 17.4" (RT) A = /7• /7' 27.2" (LT) � = /27• /4' 0/.3" (LT) � = 43.5/' 04.3" (RT ) � RiV�/ SHEET NO. ON RECIEVING BANK D = 3 57 54.4�� D = 2 53, /1.2 D = 95 29, 34.7 D = 8/ 5/, 04.0 '4D YD 24 TONS CL I RIPRAP L = 1,170.33' 2017 L = 599.04" L = 133.24' L = 53.57' 8 ROADWAY - EN IN ERSIGN ENGINEERS T = 619.40' T = 501.811 T = 120.96' T = 28.18' PAUL 0• RAPER HEIRS � W/45 SY GEOFAB A N D W I L L I A M DALE C L O N T S STANDARD 5' R= 1,445.00' R= 1,985.00' R= 60.00' R= 70.00' DB 575 PG 76 BASE DITCH W/CL I RIPRAP SE = 0.06 SE = 0.06 SE = 0.02 SE = 0.02_:;;;; ... ANC®I+�II]�lL]E ]E PLANS SEE DETAIL R IRO = 240' - ' _ = DO NOT USE FOR % W ACQUISITION 108 x 35 x 3 = MPH RO 240 DS l5 MPH DS l5 MPH 1717 �� DS 60 DS = 60 MPH WOODS a R - " p 2.0 inch Skimmer o with 1.650 inch s� �; Orifice Diameter wOooS 14 ft. weir ---- oil— MTL — --- — —G ID 17-03 r' C Ln Q W CD 03 Ln / O i C O W C O �-- : _._. ��1`'li 11W11♦11 �� R* 6#0►�c� .�. °fir iei��iiir •�1 +►EEK tlopqM11��1�,��1111�11i�.��!�_��!����!1�_�_��!_ �e�_!s���1�1��1�►1��� �11111 �►11 ;11, -�, , , • ��11111111��� ., _ . �� i•� .� _ A Pan low - IF Sri s_ �,� �� _�� • .. • ter, y � � . ' .:, -- a ; No own 018 0 02 `TA` kl' ��! :� \T�'•''_�= '�- �•�7- W''ON 000 imp T, r _ •. 1 AV �I �,� �� �o���� � ��,� --ram .,L,• ,,.,.;,, A . �/�� _;_.,, 40 Ad L FA • � � �� ICJ � � �,��. � r w � �.�.� / I � ��.,. _ . -s, �►, .. t � ram •;� 1�. � ' Ir �1 .. • x 18 1 -DR22 - FROM ST A.11 +00.00 T HRU STA. l4 +12.68 CONSTRUCTED WHEN-L-DET6- IS BUILT NOTE: ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. FOR -DR22- PROFILE SEE SHT. 37 ►n RK0 C P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Engineers I Construction Managers I Planners I Scientists www.rkk.com Responsive People I Creative Solutions r� N O- N \- N- t9C _y- UTILIZE FABRIC INSERT INLET PROTECTION DEVICES IN LIEU OF ROCK INLET SEDIMENT TRAPS, TYPE—C AS DIRECTED. NANTAHALA BANK Z & TRUST COMPANY o DB 1402 PG 613 N �Z P/ Sta /5 +00.57 A = 9° 5/' 51.39" (LT) D = 0° 59' 16.33" L = 998.84' T = 500.5/' N 54"46'33" E R = 5,800.00' 20.00' DS = 60 MPH F— SE = EXIST DANIEL M. EICHENBAUM DB 488 PG 128 J � lD N �D N M V p N V N M N M z z o � N 53"56'36" E N 53`56'36" E 100.86, 62.11' BIMBO BAKERIES USA INC. DB 1485 PG 520 W oti Cn N IM V) S 50°57'56" W 189.46' SPIRIT JO SMF SPE LLC DB 1483 PG 69 I —w Ln m S 51'51'05" W —L— POT Sta.209+88.82= 106.00' —Y12 — POT Sta. 26 +07.89 w N)o JOAN POSEY DB 617 PG 168 N 51"29'50' E 110.00, CHARLES W. LANEY DB 582 PG 121 m JAM J.HARPER ISMTL N co ISMTL BUS DB 72 PG 196 BUS ISMTL Y12 PT Sta. 19+98.55 2SFD BUS O `� ASPH CANOP � 6" BST� ISF POST I I MONITORING GAS PUMP KEROSENE i CURB BUS 1 y I WELL WELLS(I5) SSMH MONITORING I N SIGN DIESEL TOP=1628.57' p \ \ FUEL INV IN=I62I.77' WELLS f p \ EXISTING R/W EXISTING R/wPUMP INV OUT=1621.51' �SG EXISTING —Yl *66.9U EIP O EIP \ - g EIP CONC -- - ___--_ BOLLARDS ; Q -�CONC �" 683' STORAGE �F��I34' '--- CURB —/ FLAG TOP=1620.99' I DPE (0 - & ' 6" BST RETAIN DI ss POLE INV IN=1616.12' INVz16 54.80' I B _ ss CU_� EX AS HALT R= ' INV OUT=16I3.93' ASPHALT INV=1648.40'=1641.88' _12";HOPE -_=FLAG °oogglgq —T Fo— — —�a °n_9—— amwes�tFo ibernet LLssrL--_—w- __ GR ° CMP====TAIN SYSTEM POLED ��-- --- -----) — ,=—TFo— -------- si-T5"'CTVtP```— —" sS ----- O O / �° I I ( TSP—"76—--TF�—�� TOP=1637.9_-- --\ o -- W-- -- --- --w--- — -- -----_�___�__ _ — — - moo — — — T — —� ASPHALT p ASPHALT _6 ,TOWN OF MURPHY W— INV IN=1630.7I — — — — — — —'C — W �' INV OU 30.52' / TDOP=162 .59' \ US 64174 29 PAVED ROADWAY �� � �\Iu P=1651.37' 20 00 TOP=1641.40' ° cn 25+ap6,�oQ 9Ex N colvc DITCH — 00000� -Ey/Q— R/W VARIES N G��5' 32.2" E w Q a a A I. I — — 000000 \�?— —=�— — N It°TOP=1628 04' N 5/° 25' 32.2" E R/W VARIES Lop now Mr I L-4 ID — — T- — — US WW* 42' PAVED ROADWAY gn_ 15" RCP -I =1 44.51' II 1 12 DMAGNAIL INV IN=1636.04' 11 CP-IIIw— — — — o X . 0 m PROJECT REFERENCE NO. SHEET NO. R -586I EC-37/CONST.l9 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER INCOMPLETE PLANS DO NOT USE FOR W ACQUISITION El N W �0� N O w w MEP CAPITAL M GROUP LLC DB 1485 PG 596 0 N I W / /BILLBOARD U-111 = EIP 18" CM =_- -- W V) s _ ZF -T�SN SRY ad'-- A I-- 0 30" 0 + ( S� 417 �gnN r M Q N CL U 17A \➢ �t _ r---- J $ / —Tf V 11\1-1 5' - CONL,U%.6;PrHALT _ \ ss— — — — MTL 1 ° o°° v� 199 INV 0 E 15" CMP _GR GR -----w — — — w -� ss 1i WN OF M RPHY"[itR _ 0 ° o° - o C �� IN -—mo— l5"RCP\\ \�7---—�-- o♦ t OU— — SZ OF MURPHY— — w — — TOP=1654.02' I /�\���9EX 0 \ ASPHALT 1ASPHALT SIGN/ TO 9M3°o° o '`' // SEEAD TAIL B s 1 �PHALT SS 10" DI =_ —L50 LAN - R MAGNAIL ASPHALT �$ 1530 STORAGE M NV IN=1 .39 190 RCP I Z �.BQL B RIPRAP SP. DET. VIONITORING TOP \\IGN SI ° c=- RETAI WELL - �� \\ Z0 / 1917 W Y GEOTEXTILE 1919 JB w/MH KNELLS \ / Z \ \ SIGN SIGN o0 000 -LINE-= o0 0 90 / 0 13 _ _ _ _ REMOVE 48" RCP -III N ARY-- &�JJ 1 _10_ REMO -s-- EMOVE 30" CMP J I EXISTIN \�. ���—@ \\MTIOSIGN� \ TOP=16 .60' z '-L � TO 4 C o0°0 �'� g" RCP-111 \\��A POST ISFBUS \:r _ I I z I_ 4 o - -48 POLE EXISTING R/W GR I = / " " cgI11 9 � S o ��o z w I / B �a1H BM#12 \ -� 72' CHL W/ / U \\ J BUS z �,> I I -L- 208+55.63 3SBW \\ % ISFD \ o I rrJ z Cr Off, m?S . DE 55.04' RT X I \ OJ N� j �p PASCHAL J. HUGHES CHARLES BRYANT � m �-L a N" �`� z GIA-NSS I I I p ELEV. = 1626.29 I Q in 0 z� " I�/Q oo rl ,^°?' I� I \I 6 + `-1 TRUSTEE NO DEED FOUND I �� 6- a t o _G _ I N_ M �J w I +- 0 DB 1182 PG 502 I �o R=130' Z w 03 j I a zPLUG�& FILL DB 604 PG 98 J L— in +O `�'� f Q I m ooW/FL WABLE PC G SLIDE 174 � i 4 I INSET c� Q W i Co 03 Ln 0 i C 0 W 0 JOHNNY L. FOSTER DB 563 PG 118 S �9" '96 S9SS• � �".�. �a Q Y J J z F LL z N? o� o o 0 �I - 'I �EN PROD CT R —586/ LLJI o -m 't 36" WD Nm � I m oo ' = 3 —L� STA. A. J . N cL N 1 0 - rn 1 0o B-F - � M r1) N N �cn°o la I cc 'g X _ z to I I w r ZZ a 44f�R=201 +14.78 m ; I Q NI > �� / w I — Q N RANGER MARKET LLC I V I I N ,z DB 885 PG 63 I S 51"01'55" W O 0 R=10.00' 2G1 -NS / O UV) 271.83' +32"70 0 o$ CJLL /� �F \�o ° ° / �z = \\�,n a I J�1 5 R -I I II I + 0" I +lp J� o. PROP. CH FENCE I I 97 24 Nm 2�, I � I I z' I o Ln I I I o I '4 `n ' +70.87 I PROP ' — G - N R. I = 0' L— Cr) `%;' o Op I "", .55� �) APPALACHIAN NCO 8 '� ET -�(.) B "� I RENTALS LLC _ = to. 204+55. s3 ' -206+ . I z I N N DB 1399 PG 762 / z N21 LO LO PC G SLIDE 174 1�� 0 r Hf/ 10 f I I/)- MATCHLINE —L— STA. 205 + 00 SEE SHEET 18 0 3 PASCHAL J.HUGHES TRUSTEE DB 1182 PG 502 JA�kka GI, I P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 Engineers I Construction Managers I Planners I Scientists www.rkk.com M Responsive People I Creative Solutions N O- N \- N- \' �9C -YIOB - Pl Sto 10 +39.67 PI Sto 11 +03.53 A = /9° 2/' 25.9" (LT) p = 3° 02' 24.0" (LT) D = 47° 44- 47.3" D = 3° 28' 20.9" L = 40.54' L = 87.55' T = 20.47' T = 43.78' R = 120.00' R = 1,650.00' C Q W coo 03 Ln / 0 i C O W C O PI Sto 23 +48.57 PI Sto 18 +53.23 A = 172° 38' 45.0" (RT ) p = 137° l3' 19.0" (LT ) D = 8/° 5/' 04.0" D = 38° 11' 49.9" L = 210.93' L = 359.25' T = 1,089.23' T = 382.97' R = 70.00' R = 150.00' SE = 0.06 SE = 0.06 RO = 120' RO = /00' DS = l5 MPH DS = 25 MPH Pl Sto 11 +71.51 Z� = 82° 21' 35.4" (LT D = 35° 48' 35.5" L = 229.99' T = 139.97' R = 160.00' SE = 0.06 RO = 90' DS = 20 MPH -DR2� Pl Sto 10+3/.01 A _ l03° 05' 47.7" (RT) L L = 26.99' L T = 18.89' T R = 15.00' R - END CONSTRUCTION -Y13 - POT Sto. l2 +i + 0 SPECIAL CUT DITCH W/CL B RIPRAP SEE DETAIL O -Yl3 - PC Sto. l2 +6/.53 -YI-3- PC Sto- 10+_3/-.54 V� k -YIOB - POC Sto. 13 +45.01 IOODS SPECIAL CUT DITCR SEE DETAIL A -DR25- PC Sto. 10+12.12 -DR25- POT Sto. l0 +00.00 -DR25- PT Sto.10+39.1/ -YIOB - PC Sto. 12 + F BEGIN 0 CONSTRUCTION � -YIOB - PT Sto. 11 +86.0 � re) rn -UR25- POT Sto. 12+37.86= -YIOB - POT Sto. 11 +13.73 -YinR- PCC .sty_ in+, C' Cr -YIOB - POT6. l0 +00.00 iCO o NOTES: ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED. PROJECT REFERENCE NO. SHEET NO. R -586/ EC-39/CONST.2/ RiW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER loll ANC®MPlL]E % ]E PLANS DO NOT USE FIB W ACQUISITI®N 97 r�l I A COLLEEN KELLY AND CRYSTAL KELLY ROGERS a 14 P 41 J -uJ � GRADE TO DRAIN10111111 � J �21 JNIISIX3 r \ \ � � w wa a o � leZ DB 1634 239 O Z Y J 103 az z 88 !� P NIE TANN oo � R T�i DB IF92 pG 9 `n _ N M A, z 106 I 1I£'96 a 3.£5,9£,bL N w ° w 00 � Ln ON O N W O P V) 00 � `n°' NG �!7) M N CLAUDE W•BEAVER N DB 1560 PG 625 w O O 'n p' 0 a� M LC: N W N :C,1o46� CUT DITi SEE D�fAl1,<T ERICA LEANN PORTAL o;o DB 1712 PG 854 NLQ Z.0 P: (919) 878-9560 � V> 8601 Six Forks Road, Forum 1,Suite 700 6o S Raleigh, North Carolina 27615-3960 NC License No. F-0112 FOR -Y1013- PROFILE SEE SHT. 32 Engineers I Construction Managers I Planners I Scientists FOR -Y13- PROFILE SEE SHT. 34 www.rkk.com FOR -DR25- PROFILE SEE SHT. 37 FOR DITCH DETAILS SEE SHT. 2 D-1 & 2 D-2 Responsive People I Creative Solutions