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HomeMy WebLinkAbout20181249 Ver 10_R-2721A Permit Drawings 06292022_20220621 �—)/ See Sheet (A For Index of Sheets STATE OF NORTH CAROL 1L l� A S*ATB HTATB PR0 B F RBFRRRN(B NQ NO SHEETS See Sheet l B For Conventional Symbols 1L \'- N.C. R-2 721 A 1 )s�♦s� v DIVISION OF HIGHWAYS 0 oz, io 1 ,�.'I MI'ATB PRO,I.NQ F.A.FROLNQ T¢SCRIPTION 37673.3.GV3 (A) NHP-0540(041) PE,RNJ gl �;;',, _is `' Viratik* L. c, . r WAKE CO UNTY PERMIT DRAWING N ,^``S?,' lig% p PACKAGE LAST REVISED 9 D ON 0629/2022 a 4,,, . 5 Z c>b N. 1 __;:,,, ..' 1 - 4 ..4 LOCATION: COMPLETE 540 — FROM WEST OF NC55 BYPASS TO EAST �,0 ..� �►4l�t j OF PIERCE OLIVE ROAD (SR 1389) _04,+�y'��iM �' ���� ��� � IVITORFArrilFMO BEGIN PROJECT 11 • • ` d 3 ,,; O TYPE OF WORK: DESIGN—BUILD AS SPECIFIED IN THE SCOPE OF WORK �0 " rfti / ss �a END PROJECT' I CONTAINED IN THE REQUEST FOR PROPOSALS ��r V _/ \ BVP Holly 5pnn9� v SITE 8 55 w WETLAND AND SURFACE WATER IMPACTS PERMIT LIIITI4 � ' 4* SITE 11 SECTION A PS SHEET 1ERMIT D OF 1N9 O VIONITY MAP #y ltiCir TO 06A14 SITE 12 BEGIN TIP PROJECT R-2721A SITE 13 END TIP PROJECT R-2721A -L1- STA. 16 +50.00 SITE 7 SITE 14, BEGIN TIP PROJECT R-2721B (NC 55 BYPASS) 14A SITE 20, 21 -L- STA. 240 + 00.00 SITE 49, 50 SITE 36 rail w rem SITE 6 SITE 16 SITE 48 SITE 35 s got SITE 3 - r SITE 33 , SITE 32 zo SITE 52 Ake. Y2_ A Alt 0 SITE 1 p,W � '',NLIAMS T) SITE 34 ce 1Plk r `E,��, US 1 �� —LRE — PT Sta.89+9L10 LB f u qo TO 1 � P�. Sta.89+91.IO(LA)— HOLLY SPRINGS � .. ' S% AW ,LFi,�E5PLETE ��� �, .. SR 1301 y ``��� 41 Ilj � 4 oM 1� ill �� )tk (SUNSET LAKE RD) ��ApEx iti ��? A �� .� SR 138' _ � 1 , �� �,� .� (PIERCE OLIVE R LI POT Sta.22+50.00(LB) _ o.' —Y3— , ,' 1 ^ ` •��-LREV- POT Sta. 9+98.65(LA) SR 1301 � ��1 , �s' �,r��r� EiE� : 340 38 '� .1 0- 7:: SITE 30 5 OO SITE 41 SITE 5 5°4's 011-1 SITE 37 E ON SITE 29 _ SITE 17 a CF SITE 9 SITE 15 _Y5_ SITE 28 O SITE 1 8 - DOCUMENT NOT CONSIDERED FINAL PROPOSED TRAFFIC SIGNAL sR /1sz UNLESS ALL SIGNATURES COMPLETED I (HOLL SPRINGS RD) -. SITE 26, 27 V SITE 10 SITE 42, 43, 44 18A SITE 19 SITE 25 "` FLATIRON I mBRANCH NOTES: SITE 45 46 47 o • THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. SITE 22, 2 3 SITE 2 4 , , Gannett Fleming.1w E • • = C.) HYDRAULICS ENGINEER 5 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for the Office of: 'CAR ADT 2020 = 22,800 DIVISION OF HIGHWAYS ?•'F`Sslo SEAL 50' 25' 0 50' 100' ADT 2040 = 49,200 1000Birch Ridge Dr., NC,27610 t 034333 3 ®F NO?�i ' "iiiiiiii ° LENGTH ROADWAY TIP PROJECT R-2721A = 4.311 Miles ;�.. :vc EFL; - �� tq# a PLANS D = 65 % LENGTH STRUCTURES = 0.159 Miles* F�''49,6N M:Nm°� a ®� ESIIII T = 11 % * TOTAL LENGTH TIP PROJECT R-2721A = 4.470 Miles 2018 STANDARD SPECIFICATIONS I SIGNATURE: * o so 50' 25' 0 50' 100' V = 75 MPH I''' ' z o �/ `t *LENGTH BASED ON EB BRIDGES RIGHT OF WAY DATE: JERRY P. PAGE, PE ROADWAY DESIGN „ �A /` * TTST = 4% DUAL 7% PROJECT ENGINEER ENGINEER ° "I0'T' u PROFILE (HORIZONTAL) April 16,2019 :,-,.:•FE55ip•:"9' � �� •`°SEAL k`•? A4 TIIkik O 10' 5' 0 10' 20' FUNC CLASS = FREEWAY BENJAMIN A.WHITE,PE - . 018537 ; - i't"� NCDOT CONTACT: RODGER ROCHELLE, PE LETTING DATE: PROJECT DESIGN ENGINEER = '•64''GINEEP'' > V STATEWIDE TIER TURNPIKE AUTHORITY '''F'PRV•p•••0:$, Vier PROFILE (VERTICAL) CHIEF ENGINEER,INNOVATIVE DELIVERY April 16,2019 P.E.`"'.,,,,,,,, . \ SIGNATURE, J\ J PERMITDRAWING 1 \ 50' 25' 0 50' for BRANCH PROJECT REFERENCE NO.A SHEET NO. SHEET 15 OF 119 `1I11 1 FLATIRON RRAW SHEET NO. 7 \ MCI ENTERPRI$ n__100. ROADWAY DESIGN HYDRAULICS -V \ I DB 13870 PG i ENGINEER ENGINEER DENOTES FILL IN BM 19a \ ,.. , / � N g6,°37"W Gannett Fleming WETLAND ,67.04 n * * * DENOTES MECHANIZ D ,...,..J ,f,� �( ** ** * * * CLEARING to 623- I �� { of �/ / DENOTES EXCAVATION -_ems"�D r -- �, /�/// IN WETLAND Fo O 1 Bs? 0I 0 \ \ 1 G \ \ DOCUMENT NOT CONSIDERED FINAL NC TURNPIKE AUTHORITY ,4 ��� I I 'I DENOTES IMPACTS IN\ \ y t UNLESS ALL SIGNATURES COMPLETED DB 14122 PG 831 p e* °o Ali ' I I SURFACE WATER m€� `� _ .1, I1N r � � \ •\ u, =. PERMIT DRAWING n g35 �5 •�;.-- Th , I�� 1I ♦ DENOTES TEMPORARY \ 2D f ,� ' SHEET LAST REVISED S NTLO6• ' GR / F� '� \ \ �/� IMPACTS IN SURFACE AT R { \ 11 o ON 06129i2022 5 88'2935'E $1 .Q' o I III \ \ 2 --15 i RC,' - oa.00i L�H.JR BLW - �—�I 11C 1 � / N$ \ Z ;�, . O THESE TO° .'• 90, _ - / POC L6 tea.' 1" �I: , v ��,�I�/ DENOTES HAND LLC `r N. SLPP+: I -� • ��YY 1 I I ._II �A (�/ is L� I - > \ ------ eM 1987 '17 k;tr OQ,re,, �►03 \s1• /•T05"36.70" R/i;t:. I L� . 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I I 1 - ®PAVE�EIyT REMOVAL g A," / ♦ a N 1 1 \\/ L9a v 11 ALL INTERSECTION RADII ARE 40 N g539 �/ -I I \1 x \, 1 \ 1 R W UNLESS OTHERWISE NOTED. g5 { I I _�I `4, ALL DR/VE►IAYS ARE 20'WIDE 5, ,see"o \,,,,, / 1 aw ` -Y2- PC Sto.11 88/ UNLESS OTHE /SE NOTED. PGNARY , 1 / 1, , �o N Eye 48'84 \_s / lil 11� N r 24'41.7` \ mW 111al� ALL UNLESS I EW AY OTHERWISE ARE 10' _ Q N 79 40 13 11 SEE SHEET 3B FOR -LREV- PROFILE \r\ 23.e0 GG 4 s.CANNADY 11 SEE SHEET 46 FOR -Y/RPB- PROFILE V \ J �" DB 5417 PC 665 U \ /it4.? SEE SHEETS SEE SHEET 47 FOR -YIRPC- PROFILE >P� DITCH DETAILS D-1& 2D-2 FOR SEE SHEET 49 FOR -Y2- PROFILE -nO PERMITDRAWING \ I / 50' 25' 0 50' 10C' M BRANCH PROJECT REFERENCE NO. SHEET NO. SHEET 16 OF 119 `1�11 FLATIRON R SHEET NO. 7 \ YCI ENTERPRI$ n__100. ROADWAY DESIGN HYDRAULICS -V \ I DB 13870 i ENGINEER ENGINEER //� DENOTES FILL IN BM1,1 a6843�"� GannettFleming / / WETLAND L I " • * DENOTES MECHANIZ D " • CLEARING .AID � \ / ' )\� m DENOTES EXCAVATIO ,°1 \ 11_ "°° _ / ,A IN WETLAND - �. Jam.-_---- J '� ¢ 1 BST '11° Q •I Ve. 1DOCUMENT NOT CONSIDERED FINAL w, NC T -NPIK AUTHORITY NI> _ '"• l ' Z (\ )11i UNLESS ALL SIGNATURES COMPLETEDI: 14122 -r .31 //�/ DENOTES IM,'PA TS I ° ���� _ • ''# a ��*. - #a 0-* ! •a, A��, --� >,���J PERMIT DRAWING _�� �I, . V SURFACE(W� T•RN�• �\o /40414 4. ,.•fr_ -co . 1 5 1 � I t a N, :-- 1! ' �/ (r4 .1 f SHEET LAST REVISED r 5 ..g29', 3 -- . �I .� �.� DENOTES TE, P 1 '° G 71.06' GR i .� �,�, 1 i►�A IMP,t4CTS IN S RF• ,. . ;t `' ON Q( 9�Q22 S B00'6 81.•. '.T 0 0 ----- 1 V Al _ i. ' --- lc- '4114111111Aoi plat O ETA 113.• Art POC •-�"+ ••N' 1 1� 1, l 11 + V � .V� � , ��I�PRI� r — O 1164 V, 1,7'05'36 r v'n � 1 �. ! 3d1_ 1.04 _ N.Fr ��rV.O 'i . 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Q c ', ��i�' o r CL II RIP RAP -L� PVT S�O•GV7%�J2 = ri I, — TOE PROTECTION r 1•.1 Y IPWV*1111111114L16,3 EST.720TONSvirati i.,.. 1..Eer , ni SEE DETAIL 38A .- . . ;„ rCL1 RIPRAP -Y5RPD- ST StalQ'f00.00 .,N /,\ '� LAT 2'BAS PITCH wrCLIIRIPRAP Ft Y.3 { EST32 TONST000'/qT /,� /Ai / ' 1.(.yil��r64, rEST320SYGEOTEXTIL •T 2'BASE DITCH V,CL I RIPRAP ° 0 �TV� rA� ✓ A . / -_,A _ 4,� ?. /A* ktifeditt �_ SEE DETAIL 20A _ O- IX PDT/ , - ) * i�� _. 1 �- - "I- /1 / + III O ,i@• RIP RAP OUTL• "Ilk ' `.' /`1'''/ �f✓� TAIL DITCH .wCL I RIPRAP SEE 1 /.+/: LENGTH = 20 FT "-i ��� '•.r Y i z EST 42 TONS CL I RIPRAP \ / DETAIL 47A011111 EST 63 SY GEOTEXTILE • 7 ti/ g.� SITE 37 _ ^�� ` / / T' NC DEPT OF TRANSPORTATION 1 I 'r �•\f, / ° DB 14837 PG 1018 / E BM 1970 PG 230 �\.0 \ •I `� �' / l� Db io.ol r + d9 �` �_ BM 1979 PG 361 El 74''' \ i9'3 \ / j (?�'! ± / 1 1 PAVED SHOULDER = CE CFCER \\\ \ 1 ± DB 8619-PG 627 ± / 54 ,,• ®PAVEMENT REh�OVAL il BM 1970 PG 230 y2 9 WETLAND WAO(1) _ _87M_ �9 9 3 I ALL INTERSECTION RADII ARE 40' 3, 9 WIG TED. SEE SHEETS 2D-/& 20-2 FOR I \ ± 1 ALL DRIVEWAYS ARE 20 WIDE UNLESS DITCH DETAILS OTHERWISE NOTED. SEE SHEET 44 FOR -L- PROFILE °r a ALL DRIVEWAY RADII ARE 10'UNLESS SEE SHEET 56 FOR -Y5RPA- PROFILE ;a OTHERWISE NOTED. SEE SHEET 59 FOR -Y5RPD- PROFILE - ci PERMIT DRAWING 50' 25' 0 50' 100' M BRANCH PROJECT REFERENCE NO. SHEET NO. SHEET 77 OF 119 `iiii� � L oN RRAN SHEET NO.A 18 SCALE: 1"=100' ROADWAY DESIGN HYDRAULICS r • •'INI1, INQ \ i+ fp•'y-\ ENGINEER ENGINEER Z : •= I -` 7 P6 76 n �N GE-EROM 2 = 19 �� �� 2 5 AZ ,,,� DENOTES IMPACTS IN Gannett Fleming �� / SURFACE WATER � RARY ��D '� �� /' IMPDENACTS IN E SURFACE WATER . ' �.. ' F ::!: 1 :NIZ IN i 7--,.,... --., RED FINAL ," d♦ ..'~ * DOCUMET NOT ETAIL / • , D "� °° 617 •9 CL II 3 EST.5801TO s ° *'6 * ** * • * CLEARING 91 - - 422 50 SY G-NEXT E 2�. Epp_ _ _ �.� PERMIT DRAWING SI srR ,, G • DENOTES EXCAVATION • �� ' " �'D 6'BASE ,ITCH �rR� Afr D �16161PG ;.,:- SHEET LAST REVISED \� , 37 o ///// IN WETLAND 1 $ y , ON Ob29�022 • �"- N -`.,V.v: CH L H MP'.. `.BZ `., _ ir74 1 - EK` ,x a, Q �� �i„S SEE D• v�y .- -*"•0•••••••' m ,,.I roe' ,` 90 I? Q ... R Ire / •• • N. - �,*:: AC-14��� \; \ \... ♦,. 'ra wr' �g1F�h.��•,•���/ ' - - O 1. JN ©�-•- � �r il' / ��/ j/SPECIAL CUT .ITC ,. • �r♦E� er c+♦♦ 4 ,G'An �•� ♦ 0- I- 14 G8 33t34 F' 865 '-' tiJ'��' d.L"j 0 \ ♦i, r✓ +A• s • n r f 04 �A a �, �. o / SEE DE L 3 0 �� te,. .r .r • hi "'Ott' pi. , n►•••�` ` 79 . ... ;;.1.98D \.8z V:It ♦ ♦444444 V T in r n r•••• >. r[[`' i444444 ♦ - ♦rn� • • /�' SEE 1 . 7�� T 2 1S7L 6.RIPRA'SEE ETAIL 4A PLUG r„ +' r r •••It �\ -ate-�� ��lv.�t 7i 1 _ 87A 1,411 �4+5, ' ..1.11; -� r 4•1 IIi x r � u „�J os 1 Z= i i Ti•i \ 0 ��e O �. - one 6:rr.,. P..:S.S Wiii, i p gi -�L i� \ Q - ®f� F F ,E?S�•n1 i0'G r� G.''F�cCREp�I, f'T„ �J x , ,r - < —\1 r 1._ I I/, 'U �,�Ns •�5� ' 'laiiC.Uilk 1111111a � � ����� �� hd' L _�� ' CH vaLG`H DITCH 7 SEE DPR E IL'SSOA , ' 1, ,F.t: to - ._ P ��y. 7 , ki c .� �� /A\ H•; • iYw i23•, �,�^ ..L: tH1F X'i n'_ r, F .TAYLI— ^' �E ' ` T _ F I II •• ue: ji. <, --_- l � _ ` 2 ELBOWS F ••w r — °ss "I.avaw 2 BASE`GITCW SEE B�IL r Z ll1S C e vy \ DITCH T L G TS 212 f I C IIIINNOWANIIIIIIMII _ __ ..`.� �`• 4A en tltS1%11110:1111, ', _ _ , VIr7tIMEILIOL----11ftLI"'IP.W1,'. I 'IlLialL - 'e-- ----- °I Alirri -'�� eZ� !g ` ` 2GI 15"RC— 4�t __ F 2 ELBOWS • F 2GEUTL-3 300232kF— Ilia � i15"RCP IIIF4T:1 * t ti EXPRES AY BUTTER 2GI O ., ON L -+2+56. 3C 10'k8"R �� r will � � ��\ ,\ - SIT - 36 �� �_� Ili it'r'� i o MI' . �� �� ,L�f� �`t APAOSSIAL w O 1111111‘171SI 44 ., ,,,L" . 0 z " s .• 02 f-- _ � Iximm _ iarlaiktil ; I z W �__ 11 ~ �, I /r+l '�* of �� U cn 1 J , 9 23, 86 ��, l 7f- � IN t311 I `�� Q J A - 7-1 t,_. Elli Illniiimtv••••mg7unn �w.�a. A. /� 1������� 1-im i�� _ -_-_ _ snik _miriiimmeg��''i%FI -----2GI =_ - _ , CS+W/ i i s. �\ ♦ ��'` ? II LB W I F o�� ��©' �'l� �t�� Spy \v ' ► ' if!'O� ..,I`II' yot,�, ► DL �. � •� a}��,*' ` Y _ — , b�p"-� , w111 F rn / 311 4,2 ,j. tallft.....,- , *4 , 39, Q r I 9r rye P tp i'-�A P 3- .'FAIL 76A 11% s /� S {ram • < `� CL11IPRAP la —C � �1�!� ��TOE F: * * �I'� Si S' '��� 'tl�jwr`�!��'� I n l �'\ - �i t �:"kh•b r ,1 EST 1 o TONS �cls �� �� ����, F �• o .{piL Ir G , r rrr,S L • S$ L t RIP RR -U 1� 0%i4 t ® VI 3i /`. ! �°� /AA - �� FdT .� R �a'- v EST 32 TONS �,�' �• ' N _.-LAT 2'L ITCH voCL-II RIPRAP >• n nr AV: £ 1 -- �" .a_ •A-� 1iQii,„„..,.:� l EST.320 SY WOTE' IL ��� ��� � - -- Y�t*, �,4r.* /A\ � 1� 77B• DIT LIa RIP' P a 0.,,,,,„, , ..o. ✓ .'1,� i \Kr I /� . /'�F DEVIL 20 ItIt \\\--1- C(fIrdillIr riltifirAa;. RAP OUTLET P . _ - / - /14 � ��/, �T L L I PRAP EE Y �°.�' LE GTH 0 FT. 4 , �ike 4- ; IL NPrO ')__?' '1° ES 42 m ON CL IMP, bl �, -' + —_` 63 SY G EXTIL .0004 0. C6(.:1 , 4''t " \C,,. ' I'I ' \_ ir,-- * C-, _< c'I'' 't" ± - 0 " lk J/ / I' Y •f-- -,‘ ) ' °' \ 'L7 ' ''' _ ._ , , ,c, r . \ --.... 1:\.\---- CG� c�we �/�7 '' � , �-I PAVED SHOULDER I 69i 2ao '�� :_�/ -��-' \/ / �- / ®PAVEIVENT RE4i0VAL eu'� �► \ + 3 I ALL INTFR.SFCTION RADII ARE 40' fl — —87M— _ `s3� �`9 IC 'TED. SEE SHEETS 2D-I& 2D-2 FOR Q / ± ± `° �, ALL DRIVEWAYS ARE 20 WIDE UNLESS DITCH DETAILS OTHERWISE NOTED. SEE SHEET 44 FOR -L- PROFILE 'r� ALL DRIVEWAY RADII ARE 10'UNLESS SEE SHEET 56 FOR -Y5RPA- PROFILE ;a OTHERWISE NOTED. SEE SHEET 59 FOR -YSRPD- PROFILE 0 5 10 PROJ.REFERENCE NO. SHEET NO. co R-2721A X-143 co, 290 280 2'0 24;0 250 240 230 220 2 0 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 13 0 1) PERMIT DRAWING ;� SHEET 80 OF 119 0 020 0.0 2NII — - - - - - - - - - - - - - .1__________________ — L -.,5 — f ' ?Y 4:11111111 I 37;.0 373.83 PERMIT DRAWING 213 + 00.00 SHEET LAST REVISED ' ON 0629/2022 ;8n 0 020 0.006 7.pg:, E NW 1 —ik —__- - - - - - 3 - - - 376.83 3rn 371.13 37 ,87 �n 212 + 50.00 L . -Via 0 020 2.� I 376.61 -Tin - - - _ - - - - - - ___ - - - — _ ti !- — , - - • — - - - - - - - - - - �n 368.42 365.53 0 212 + 00.00 - g IW 'Ti 3 FILL IN WETLAND -0-10 020 0.007 ) (WAo(2)) - 37t.38 a 60.00 36E.47 211 N N I - SITE38 _ Z 39(► E 0 0 C 3 I -IEXCAVATION o 020 0.0 3 ign (WAG(2)) it 1-1 - FILL IIIN VI/ETLI4ND 37e.16 N - - - . . . . . . . . . - - . . . . . . . . . . . ..- - - - - - - - i6n N 0 211 +00.00 36(.74 a U Nm L -L - LT CFI 7/0 290 280 2'0 260 250 240 230 220 2 0 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 13 0 1) �o- L Permit Drawing Package Last Revised on 6/29/2022 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Excavation in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 19+20 to 19+73-L1-LT CULVERT <0.01 10 13 BANK STABILIZATION <0.01 <0.01 33 3 15+18 to 15+46-LREV-LT 15"PIPE/24"CSP <0.01 <0.01 <0.01 4 40+78 to 41+92-LREV-RT ROADWAY FILL 0.02 POND 0.21 5 48+91 to 49+79-LREV-RT ROADWAY FILL <0.01 <0.01 0.09 0.03 6 51+87 to 57+80-LREV- 48"RCP 1.58 0.03 0.06 0.18 0.02 <0.01 463 45 7 59+46 to 60+07-LREV- 30"RCP <0.01 <0.01 372 16 8 66+34 to 79+65-LREV- ROADWAY FILL 0.20 0.05 1945 551 STABILIZATION <0.01 64 9 67+37 to 70+18-LREV-LT ROADWAY FILL 0.28 10 70+17 to 71+41-LREV- 30"RCP <0.01 <0.01 250 10 STABILIZATION <0.01 9 11 72+71 to 73+27-LREV-LT ROADWAY FILL 0.08 0.03 12 78+80 to 81+30-LREV- ROADWAY FILL 0.49 0.01 13 81+19 to 82+63-L-LT ROADWAY FILL 0.18 0.02 14 83+13 to 83+46-LREV- BANK STABILIZATION <0.01 <0.01 57 10 14A 84+63 to 85+49-LREV-LT ROADWAY FILL 0.01 <0.01 237 29 15 85+31 to 90+05-L- ROADWAY FILL 1.80 <0.01 0.16 16 108+15 to 110+35-L- ROADWAY FILL 0.51 0.15 17 115+52 to 116+14-L-RT ROADWAY FILL 0.10 <0.01 0.02 18 125+08 to 127+71L-L 1 @6'x8'RCBC 0.88 0.01 0.15 0.01 <0.01 271 82 STABILIZATION <0.01 _ 81 _ TOTALS*: 5.42 0.60 0.66 0.21 0.50 0.07 3792 756 0 *Rounded totals are sum of actual impacts NOTES: Site 2:Removed NC DEPARTMENT OF TRANSPORTATION Site 4:Wetland considered Isolated DIVISION OF HIGHWAYS Site 5:Wetland Total Take 6/29/2022 Site 9:Wetland Total Take WAKE COUNTY Site 16:Wetland Total Take R-2721 6.401078 SHEET 115 OF 119 Permit Drawing Package Last Revised on 6/29/2022 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Excavation in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 18a 125+31 to 125+85-L- ROADWAY FILL <0.01 91 19 140+59 to 142+46-L- 1 @6'x8'RCBC 0.02 0.05 0.09 0.04 <0.01 331 93 STABILIZATION 0.01 121 20 146+70 to 147+85-L- 1 @6'x8'RCBC 0.10 0.02 0.08 0.01 <0.01 249 76 STABILIZATION <0.01 92 21 146+88 to 147+06-L-LT ROADWAY FILL <0.01 0.02 22 148+36 to 149+02-L-RT 30"RCP <0.01 <0.01 70 15 23 148+41 to 149+02-L-RT ROADWAY FILL 0.01 24 149+09 to 155+85-L- ROADWAY FILL 1.25 0.05 0.08 25 162+84 to 164+50-L-RT POND 0.40 26 165+94 to 168+54-L- ROADWAY FILL 1.25 0.09 STABILIZATION 0.06 27 168+51 to 169+40-L- 2@9'x8'RCBC <0.01 0.05 <0.01 311 39 STABILIZATION 0.02 120 28 172+97 to 173+41-L-RT ROADWAY FILL <0.01 29 173+60 to 176+39-L-LT POND 1.53 30 174+63 to 181+12-L- ROADWAY FILL 1.38 0.05 0.01 <0.01 257 4 31 193+15 to 197+24-L- ROADWAY FILL 0.20 0.04 871 32 199+29 to 199+93-L-LT ROADWAY FILL 0.03 0.01 33 47+12 to 48+74-Y5-LT(SAA) 66"RCP 0.25 0.05 0.08 <0.01 <0.01 251 18 34 23+30 to 24+76-Y5RPB-LT 24"RCP 0.11 0.01 0.07 <0.01 <0.01 28 10 35 47+58 to 49+64-Y5-RT(SAA,SAB) ROADWAY FILL 0.04 <0.01 332 24 STABILIZATION <0.01 34 35 197+97 to 200+02-L-LT(SAA) ROADWAY FILL 0.04 <0.01 260 40 TOTALS*: 4.58 0.18 0.65 2.22 0.03 3418 319 0 "Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 6/29/2022 WAKE COUNTY R-2721 6.401078 SHEET 116 OF 119 Permit Drawing Package Last Revised on 6/29/2022 WETLAND AND SURACE WATER IMPACTS SUMMARY _ WETLAND IMPACTS SURFACE WATER IMPACTS Hand I Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Excavation in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 35 201+82 to 202+45-L-LT(SAA) ROADWAY FILL <0.01 <0.01 62 12 35 50+01-Y5-to 15+32-Y5A-(SAB) ROADWAY FILL/48"RCP <0.01 <0.01 <0.01 0.04 <0.01 941 20 STABILIZATION <0.01 44 36 202+26 to 206+22-L- 3@9'x8'RCBC 0.22 0.02 954 104 STABILIZATION 0.03 94 37 202+42 to 205+59-L-RT ROADWAY FILL 0.20 0.03 0.09 38 209+59 to 211+77-L- 42"RCP 0.31 0.01 0.05 0.01 <0.01 239 10 STABILIZATION <0.01 25 39 225+15 to 226+55-L- 42"RCP 0.19 <0.01 0.09 <0.01 <0.01 358 11 STABILIZATION <0.01 18 40 225+72 to 227+98-L- ROADWAY FILL 0.24 <0.01 0.06 41 29+93 to 30+17-Y1-RT 48"RCP <0.01 <0.01 56 10 42 12+90 to15+00-Y3-LT ROADWAY FILL 0.03 0.13 0.16 43 11+86 to 15+02-Y3-RT ROADWAY FILL 0.17 0.06 44 15+05 to 16+36-Y3- 4@12'x8'RCBC 0.03 0.03 58 61 15+05 to 15+36-Y3-(WS) STABILIZATION 0.02 0.07 123 16+27 to 16+36-Y3-(WT) STABILIZATION <0.01 45 15+60 to 16+27-Y5- 2@9'x8'RCBC 0.04 <0.01 211 34 STABILIZATION 0.03 100 46 16+20 to 18+23-Y5-LT ROADWAY FILL 0.07 0.07 47 17+25 to 18+39-Y5-RT ROADWAY FILL 0.06 0.03 48 50+12 to 51+25-Y5-LT ROADWAY FILL 0.08 49 68+06 to 68+58-Y5- 2@7'x8'RCBC <0.01 <0.01 20 26 STABILIZATION _ 0.02 _ 81 TOTALS": 1.36 0.06 0.62 0.16 0.51 0.08 3384 288 0 "Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 6/29/2022 WAKE COUNTY R-2721 6.401078 SHEET 117 OF 119 L Permit Drawing Package Last Revised on 6/29/2022 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Excavation in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design _ (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 50 68+54 to 69+62-Y5-LT ROADWAY FILL <0.01 <0.01 128 6 51 29+06 to 29+15-Y1-LT RIP RAP <0.01 13 52 47+74 to 47+85-Y1-RT STABILIZATION <0.01 <0.01 20 12 TOTAL PAGE 118 0.01 <0.01 161 18 TOTAL PAGE 115 5.42 0.60 0.66 0.21 0.50 0.07 3792 756 TOTAL PAGE 116 4.58 0.18 0.65 2.22 0.03 3418 319 TOTAL PAGE 117 1.36 0.06 0.62 0.16 0.51 0.08 3384 288 TOTALS*: 11.37 0.83 1.94 0.36 3.25 0.18 10755 1381 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 6/29/2022 WAKE COUNTY R-2721 6.401078 SHEET 118 OF 119