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Home My WebLink About20170239 Ver 2_U-3109A EC Plan Sheets C&G Phase_20210506(se) E; Q*4 14 J 1 , ebanee BEGIN PROJEC' VICINITY MAP - L- POT Sta. 20+80.46 - SBL- PC Sta. 20 + 80.46, - NBL- PC Sta. 20 + 80.46 - Y2- W. DEERFIELD TRACE TO NC54 ST T 1�[ -L- POC Sta. 34 + 25.07 = BL- PT ta. 34+50.•2 -Y3- E. DEERFIELD TRACE BEGIN BRIDGE END BRIDGE -NBL- STA. 27+65 +/- -SBL- PT Sta. 34 + 55.35 BEGIN TIP PROJECT U-3109A -L- STA.14 + 30.00 41 F N TH CA L:NA YS PLAN HEW Y "OR PROPOSED SION CONT ALAMANCE COUNTY LOCATION: NC 119 RELOCATION FROM I-40 /85 TO NORTH OF SR 1921 (MEBANE ROGERS ROAD /STAGE COACH ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES, AND SIGNALS BEGIN CULVERT -L- -Y7- TH I RD ST. -Y7A- THIRD ST. II;(8- SK�� -Y6- THIRD ST. TA. 96+66.06 END CULVERT -L- STA. 97+09.21 6 F 2F �% 0 - R�vE 41C1 cy 4tli s FIELDS1ONE BEGIN CULVERT -Y10- STA. 19+63.69 �(= PROPOSED SIGNALS -Y26- LAKE LATHAM BEGIN BRIDGE -L- STA. 142+41 END BRIDGE -L- STA. 147+35 +/- END CULVERT -Y10- STA. 19+90.78 Y16- RAILROAD ST. (US 70) (SR 1964) AMES rn 70 70 O ALIKE -Y20- MEBANE ROGERS / STAGE COACH RD (SR 1921) T LO NC119 END TIP PROJECT U-3109A -L- STA.196 + 00.00 NOTES: 1. THIS IS A LIMITED CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS. THE INTERCHANGE WILL BE FULL CONTROLLED ACCESS. 2. PROJECT IS PARTIALLY LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF MEBANE. 3. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. U1169A ECI STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 34900.1.1 STP-0119(10) PE 34900.2.FRU4 STP-0119(10) UTILITY 34900.2.FR4 STP-0119(10) ROW ROSION AND SEDIMENT CON ES d. Description 1630.03 1630.05 1605.01 1606.01 1622.01 1630.02 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1630.04 1630.06 1632.01 1632.02 1632.03 ROL MASURES Symbol Temporary Silt Ditch Temporary Diversion Temporary Silt Fence Special Sec imennt Control Fence Temporary terms an Slope brains Silt luasin Type Temporary Rock Silt Check Type -A TED TD I° Temporary Rock Silt Chec Type -A with Matting anPolyacrylamide (PAM) Temporary Wade / Coir 11 ck Silt Check Type Fiber Wattle Wattle/ Coir Fiber Wattle with Polyacrylamide (PAM) Temporary Rock Se irnent lam Type -A Temporary Rock Sediment Dam Type 11 Is oc oc • Pipe Inlet Sediment Trap Type -A • Pipe Inlet SeJiment Trap Type - Stilling Inasnn Special Stilling Ia IL Roc i. Inlet Sediment Trapa Type A Type la Type C Skimmer 1" D asin Tieret_ Skimmer Infiltration 303(d) IMPAIRED WATER(S) EXIST ON THIS PROJECT 303(d) Impaired Water Zone(s) Exist From Sta. Begin to Sta. End Refer To E. C. Special Provisions for Special Considerations. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. I1) I1) asin asin A B EW CFW - THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. HIGH QUALITY WATER(S) EXIST ON THIS PROJECT High Quality Water Zone(s) Exist From Sta. Begin to Sta. End Refer To E. C. Special Provisions for Special Considerations. / GRAPHIC SCALE 50 25 0 50 100 PLANS J 1 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. Prepared in the Office of: SUNGATE DESIGN GROUP, P.A. • BRIAN N. SLAM, PE 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 Designed by: #3195 NAME LEVEL HI CERTIFICATION NO. J Reviewed in the Office of: ROADSIDE ENVIRONMENTAL UNIT 1 South Wilmington St. Raleigh, NC 27611 2012 STANDARD SPECIFICATIONS Reviewed by: JENNIFER PARISH, EI, CPESC, CPSWQ J Roadway Standard Drawings The following roadway english standards as appear in Unit - N. C. Department of Transportation - Raleigh, revison thereto are applicable to this project and by these plans. 1604.01 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary Berms and Slope Drains Riser Basin Silt Basin Type B Temporary Silt Ditch Stilling Basin Temporary Diversion Special Stilling Basin Matting Installation "Roadway Standard Drawings"- Roadway Design N. C., dated January 2012 and the latest reference hereby are considered a part of 1632.01 1632.02 1632.03 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1640.01 1645.01 Rock Inlet Sediment Trap Type A Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type C Temporary Rock Silt Check Type A Temporary Rock Silt Check Type B Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type B Rock Pipe Inlet Sediment Trap Type A Rock Pipe Inlet Sediment Trap Type B Coir Fiber Baffle Temporary Stream Crossing MATCH LINE - SHEET 25 -Y16- STATION 19+00 1 ' MON I Iu _\ 1 1 \c lFri , • L0 2GI \ NS III ICI 1111 11 I I I IiI II lit III go- III III III III III III ILI I I II II 11 WS ES 5TO - •TGF1- SY 40° W 0 53' J = 5, r 76.20' LAS§•%' R -EY28- N__6;-3r---27 E_c=� 134 x 67 x 3 3.0 inch Skimmer with 2.625 inch Orifice Diameter 34 ft. weir ID 14.1 4'05" LAT' j - - E41'B C6P'wv \ \\ \\ \ \W/S 'B' RIPRAP \1 0 - \ `.� \ \ ST 5 + 65�L- R CLASS ' ' RIPRAP \ \ ��EESt 4461 S:we TOTAL DDE=11\ CY EST 2 T NS \ \ \ SEE bE AIL 15 \� Amt 1.1 EST GF SY — � CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 14 0 ' LD E./MASS -YI6 - 25 DO NOT DISTURB WATER VALVES, WATER METERS, AND VAULT. ORANGE ALAMANCE P Sto /7+55.05 \ I 0 ' 5/.0" (L =,02'56.7" 2" (LT) 2' -9" C&G TYPE B-77 \ \NSGF • BEG N BRIDGE PPROACH SLAB REMOVE EXIS RCP TO R /W 15" CP w/2 ELBOWS NAD 83/95 N 09 , . - , i ��i�••• / �� 26�56� �-� a �-♦ \ \ \ •-•-• ! 4 8 I �� / I ��i�,l:� \ \/ \ \ WM 43 SUBSIDIARY LLc. I �— / \ / \�/0). L 1 EMT T(N 4311 rn�4°0 DAV D -& GLENDA SOLOMON AT -THIS LOCATION- ZCFS, Q10 = 23.9 CFS Q10=11 PROJECT REFERENCE NO. U -3109A R'W SHEET NO. ROADWAY DESIGN ENGINEER SS 'B' RIPRAP, ES 2 TONS I I \ H:AD (DITCH ES1' ,GF 7 Sly` I EST DDE +/-135 �P' \ CLASS B RTO P / / / / /`o ESl GF3/ i° \ \ \ \ \\ \\<9N — \\ive \ \ \\\\\ \ =_. \ \ \ \ \ \\ — st9__ \ \ \ \ \ \ \ \ \ \ \ \ \ 67 \ \ — \4- \ \ \ \ \� � — PU-# \ \N.\ \ \ \ \N \ \ LATV- C1+ \ \ \ \ \ '1z9� --ST.4& 155 +65 \ \ 156+2 L- �T • \ \ SEE DET IL 18� N �9\ \ — L D =9� CY\ \ 9cS\ \ \ \ \ c \ I I LEi ,• -E09O ODGE PAVEMENT RELATIONSHI NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. — S09— — w/2 NSGF E APPROAC SLAB -L- Sto.14 +/4 +/ - E D BRIDGE Sta. /47+89+/ - SHEET NO. EC-I4/CONST.l4 HYDRAULICS ENGINEER 2' -9" C&G I' -6" C&G FOR -L- PROFILE SEE SHEETS 36 & 37 FOR -Y16 - PROFILE SEE SHEETS 50 & 5/ -7I///7 ',IIi ///. /i/// / / ' i (7// / /. //l ,7 rl T ,_��-'sue'/0''' ti I -I ) f ,5� / ref///f/ �, %` / e / �l / �/ ( / / // / / �G%///// % // �/ / (/ //� / / / I 1 11 // / /e / / / // / /5' • i 7 F / / ,96� \ I 7/ / 0 0 ge it / //�07 � ///��/ //// ► �� \\ / / l l/l/ / / / / Ao/ /yi/ i / / \� t �/ / i // 88 x 44 x 3 / �7 I 1 / / / 2.0 inch Skimmer / / with 1.625 inch �// _;tico �� /� % // / �/ Orifice Diameter / //�� ___-__A-- --;\ ,,!,A (// � 14 ft. weir / // �)ll � / ID 15.2 J / / 1 T�H/ / M moI I i �p>° EEDAI/� 36/ CYO / l I 1 / / / E/ / / / / / I 1 / // // / / ( / // / / / / / / / / / / i'/y' /////� /// / /gym°'/// / I lII / / ( ( i 1111Ir/ I ) 1 \ II BRA H III EX11 T kkivi A D DRAIN PN / ' I I 1 11 / IV I I ' ---- \ 0 140' \ �8�\ \\\\ �llJl Iti/ — - 9 f / 66 x33 x3 / 1.5 inch Skimmer with 1.25 inch / Orifice Diameter 5 ft. weir ID 15.3 / +4 .34' /^z09 —909 CLASS ':'. ��' EST +/- 3 — ELBOWS LAT V-DITCH STA 157 + 77 CLASS 'B' RIP EST TONS GF 7 SY / HEAD DITCH - STA 158 + 75 -L- RT / CLASS B R I*A EST DDE = 74 CY E_DETAIL 14 //WM 43 S (J / / 7/9,. / / / EST 13 TONS — / / \ EST GF 34 SY EST DM 18 ZY \ �/ ,.. J ,2.SEE DETAIL 39 — / °' \\ 5a9 509 7 \I1��I )lil' J YILLIIEI VIS. J� & / J'0 `pfoo l III /� // Ic7,-) /iiii/ I � iII I 1 ///1 ll I I////// 6 \\ \\ ; \ 1 I I I \ \ \ \ \ \ \\ \\\\\ \ \\411\\11\\� tq 7 .y )71 __4414r4::;r:;‘'4,( 00.1;t',41.,:..AwsirS • 74\„1:1477.7:(01:77..M:viik,4:711\AJA a,' -'4\*tiI.FP::tfFerl?vf-t-A‘ :\ o. 44 x22 x3 1.5 inch Skimmer with 0.875 inch Orifice Diameter 4 ft. weir ID 15.4 N s \ \\\ eg \\s \ \ \ 99\ \ \ \ \ N %> °\ v s S \ 9 *S4C N N N rst / 0/ / /�/ /� — -S 6 5 \ 9 \ \ v`" -MR P� = POT 9St� 5 30 — \ � \9 \ \ - \ / / 7L -POC Sto.t65+4�83—7 7\ s\\\ \ 1.5 inch Skimmer with 1.125 inch Orifice Diameter 9 ft. weir See Tiered Skimmer Basin Detail) ID 15.5 y5\ -LRT , -\...... , — I— --. / \ HEAt6ITCk \ --' , \ \F, \ NN 16Rpi,4 ri4r/o/v Y16RPA- (JAMES WALKER DR.) & -L- (NC 119 RELOCATION) 5,300 8,200 2015 AADT 2035 39200 5,100 8,200 12,700 -Yl6RPA - — \ \ �95 � `� \ \ \ \ \ yes \ e \ \ \ (IL 113 \ \ \ 69� \ \ \ \ \ s \\\ \s\ N L- 10,300 15,800 Type 'B' 9 ft. weir See Tiered Skimmer Basin Detail) ID 15.5 ' BAIDITCH-NAgCL 'B' RIP PROJECT REFERENCE NO. RAN SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 15 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. AL BEK 1.5 inch Skimmer with 1.375 inch Orifice Diameter 9 ft. weir ID 15.6 ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS • / / 919 FOR -Y16RPA- PROFILE SEE SHEET 52 PROJECT REFERENCE NO. SHEET NO. U -3/09A EC-l5A/CONST.15 66" RCP CONSTRUCTION SEQUENCE STA. 162+30 -L UT TO BACK CREEK RNV SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER 1.) CONSTRUCT SKIMMER BASIN 15.3. 2.) CONSTRUCT TEMPORARY CHANNEL CHANGE #1 WITH LINER (SEE DETAIL). 3.) INSTALL IMPERVIOUS DIKES #1 AND #2, DIVERTING FLOW THROUGH TEMPORARY CHANNEL CHANGE #1. 4.) DEWATER CONSTRCTION AREA, UTILIZING SKIMMER BASIN 15.3 FOR PUMPED EFFLUENT. 5.) CONSTRUCT PROPOSED 66" RCP WITH HEADWALL, INLET CHANNEL AND ROCK FILL IN POND IN ACCORDANCE WITH THE PLANS. 6.) REMOVE IMPERVIOUS DIKE #1, #2 AND TEMPORARY CHANNEL CHANGE #1. 7.) COMPLETE ROADWAY. 50 25 0 50 100 / //N//// //////// /�� _�— 909— /J l �l l / / / ( �/ �� _ o �;LN�/ /// //mil/ / / / // / / r �i /��°l l/l;°i I I / m�°'/ / 7/ / II �)�,1(/ / / /III / , III jlll/J I / ti��' / ►► / /1 // / // - 49r) I ( // /7 // / / / l l / / / / J I / / / ,/ .1-c6i9ACI / ////0 / /��/// / / / / ///� / // /� ( // r'/// �I IlI l l I I (I ( I � I B" 7 /' \ \ I I I q r 1 --/L-.-i-7 ;.'--- I &-ILKiRNti ARR\ \ \ i_F %<� / NN I\ \ \ \ I ;6 g— — —j II / I 1 \ \\ \ JD 1 • `k313.--- ---- 7 '-' / -o o J III / 12,'GIATEI nNEQ 7 :•\ I9 \/ \ :,/z//// / // .019� — / /i�\\ \\`//// / \ \ \ \ \ i0' GHAT / � \ � � \1 \\ \ ice= 7� 1-N�E \ \ / Qa„ \ \ — \ vE ��. \ 7 ti / c3 ; y WILL- rAV / I ! .� 1.5 inch Skimmer with 1.25 inch Orifice Diameter 5 ft. weir ID 15.3 e ! \\ 9 \__ ND•5BG $,` 9.75 V / / i N� ///// // 7\ / O,/ /, \� / 9 \ \ \ s1�9 / \ `�--� \ \ 7 /g 7 7, L / /�� ,,_ \ 1 i \ \ \ / \ \ >� 2 I / 0)/ / \ \ \ \ 5.,\\r,\„ ,.‘b , / /WM 43 SdgIDIAftY LLtc,,_, ---:/9\\ \\\ 6:\ c:\ \\:\ \\:\\\\\: \\ IN ::: N5'.-- \\\ \\\ \\\\\N\ '9\ \ \'9\\\\\\\\\\°6:9\\\\ \\\ \\ \‘NN\ \ \\\ \ \ \ \ 1 `, \ `9\ \ \ \ \ \ 1 \ \ \ 1 Op/ iN NN, ( f ,,c,/ ) N / 7-- — 0> // / // i ' ' z 0 IMPERVIOUS I? Ic0'-- I / (( / i / / 7-.- ---.. \ (., ,.. 1,,,L,f, w ( 1 s, 1 /7`) g' i / // --. ..909 r le) I 0,-,,( T ( \ I) I 17 / /( / / / I LT:, I \ \ ,,,,, I I / / / 7 — 6,,A a / / el.C:E'L;I:1)18 .67071D, 7 /, 1 1 42.' , # T r•%y . / _ ...,-- ---/-7 1 c_J? 2/ , 1( -77 / /9/0111 / // / kOi tj:tdi N. 117,1ralmellilw— / / TEMPORARY CHANNEL Lida ltril I 1/ CHANGE WITH LINER #1 kfx 1 Mr ottlo 7 1 7 \----'( \ \ *s Ming 1 iiii,7 : \iii,li 0 -__!_i?! 0 ' ! 7 \71\:1 I I I I I 4 I \:\6 1 11 9 N\ \ 11* - ztiE t 1,1 it . i: \ill 1:4141: "lc i 6 a . III 4i- io e /"---/7° C\ \ \ J1V 'Phi6\2\6\\ \ \. ec-'66''9N6'06,\\ V N .— \ Ni.; \ et SS r;SSI OS 110/ AWL/ r °ill (9:: .1:41! /°: cr- ONOLITHIC /5" CONC. I cfr 613 DETAIL TEMP CHANNEL CHANGE Natural Ground Natural Ground PLANS Type of Liner= GEOTEXTILE (NCDOT Type 4) PROJECT REFERENCE NO. SHEET NO. U —3/09A EC-27/CONST.27 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. 0 0 4- Z O , • _L----,; --'2 7 co —_• i' I / \�z / /' 1'/// •\ •\ \ I \ / TA 6 TAIL -DITCH — )( _ 2 ES DDE +/ 43- C A,\LA / EE DFTAIL 40 ) ( / / /II �/ / <� I \ V PO T 1 O i \_I`I I\1 \IQI IR I 1c1 c)I ROLLINSCHAVIS i�1 1 1 I jz I I 1 ID I I o 10 180 x 40 x 3 2.5 inch Skimmer with 2.25 inch Orifice Diameter 31 ft. weir ID 27.2 7 ROGER FOkJST (ANNIE FOUSTI HEIR H105'5116"W 69.02' EIP (I) \ `I \ m \ \ \ � 1 III II I I I 1 I IX 1 1 >_ 2 2/ -ge9 \ 0\ ac,/ Modified Silt Basin Type 'B' 13 ft. weir (See Tiered Skimmer Basin Detail) ID 27.3 • //m///////l/ // /// jHl \6-1 \ N (//////0///T I / ( • -9Z9 f / r 0 -Y16RP • -Y16RPA- Nya az 1.5 inch Skimmer with 1.5 inch Orifice Diameter 13 ft. weir See Tiered Skimmer Basin Detail) ID 27.3 BERM DITCH-- STA 21 + 00 - 23 + 90 -Y16RPA- RT 79 NAD 7 / / // / / ////\Li( i 11 / / // / / / ,/ N\\\ - - - 1- - — : ,_ - 1 --- 6 ,,j4 ,I / : // / c °\ :/ : /: / // ;11161 /// / /1/ / : z / ; /// / / / :1 7/ / // 2/ // / 1// / //// / / //// Ill: :°'/' :>c--4 : I r T/D71+/-13 s,)'\\ NN '---,--„,"---:-EtitzAR -----2)Dousi6,, /spi\-31),/,(6561// 4/3://////coy/////fr /21/( //2,,,c\- 2--/r-CLASESSB.I'iRTIPTAP\ \ with 1.375 inch 3/95 — — 2 R/W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER kr CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 27 13,0 .........._\_.....\N\ABD13.Efer94,7e_AGW__2:2-6.EIR//5/,/\// HEAD DITCH EST 33 TONS EST GF 68 SY - • jn / 7 cr